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HomeMy WebLinkAboutAGMT - Anderson Penna Partners (Ocean Ave Alley Waterline & Sewer Replacements Project No WT1401 from 1st St to 6th St)) PROFESSIONAL SERVICES AGREEMENT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS PROJECT NO. WT1401 FROM 1ST STREET TO 6TH STREET Between �F SEA, B�t4� � \���PPORgTFOFg0 ill, i*i *i io 1-c% C , gF 19�`?.gy ; �� . F 9 27 �: City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 Anderson Penna Partners Inc. 20280 Acacia Street, Suite 100 Newport Beach, CA 92660 (949) 428-1500 This Professional Service Agreement ("the Agreement") is made as of August 26, 2013 (the "Effective Date"), by and between Anderson Penna Partners, Inc. ("Consultant") and the City of Seal Beach ("City"), a California charter city, (collectively, "the Parties"). RECITALS A. City desires certain professional services. B. Consultant represents that it is qualified and able to provide City with such services. NOW THEREFORE, in consideration of the Parties' performance of the promises, covenants, and conditions stated herein, the Parties hereto agree as follows. AGREEMENT 1.0 Scope of Services 1.1. Consultant shall provide those services ("Services") set forth in the attached Exhibit A, which is hereby incorporated by this reference. To the extent that there is any conflict between Exhibit A and this Agreement, this Agreement shall control. 1.2. Consultant shall perform all Services under this Agreement in accordance with the standard of care generally exercised by like professionals under similar circumstances and in a manner reasonably satisfactory to City. 1.3. In performing this Agreement, Consultant shall comply with all applicable provisions of federal, state, and local law. 1.4. Consultant will not be compensated for any work performed not specified in the Scope of Services unless the City authorizes such work in advance and in writing. The City Manger may authorize extra work to fund unforeseen conditions up to the amount approved at the time of award by the City Council. Payment for additional work in excess of this amount requires prior City Council authorization. 2.0 Term This term of this Agreement shall commence as of the Effective Date and shall continue for a term of 2 years unless previously terminated as provided by this Agreement. 3.0 Consultant's Compensation City will pay Consultant in accordance with the hourly rates shown on the fee schedule set forth in Exhibit A for Services but in no event will the City pay more than $4,960.00. Any additional work authorized by the City pursuant to Section 2 of 9 57296-0001\1236808v1.doc 1.4 will be compensated in accordance with the fee schedule set forth in Exhibit B. 4.0 Method of Payment 4.1. Consultant shall submit to City monthly invoices for all services rendered pursuant to this Agreement. Such invoices shall be submitted within 15 days of the end of the month during which the services were rendered and shall describe in detail the services rendered during the period, the days worked, number of hours worked, the hourly rates charged, and the services performed for each day in the period. City will pay Consultant within 30 days of receiving Consultant's invoice. City will not withhold any applicable federal or state payroll and other required taxes, or other authorized deductions from payments made to Consultant. 4.2. Upon 24-hour notice from City, Consultant shall allow City or City's agents or representatives to inspect at Consultant's offices during reasonable business hours all records, invoices, time cards, cost control sheets and other records maintained by Consultant in connection with this Agreement. City's rights under this Section 4.2 shall survive for two years following the termination of this Agreement. 5.0 Termination 5.1. This Agreement may be terminated by City, without cause, or by Consultant based on reasonable cause, upon giving the other party written notice thereof not less than 30 days prior to the date of termination. 5.2. This Agreement may be terminated by City upon 10 days' notice to Consultant if Consultant fails to provide satisfactory evidence of renewal or replacement of comprehensive general liability insurance as required by this Agreement at least 20 days before the expiration date of the previous policy. 6.0 Party Representatives 6.1. The City Manager is the City's representative for purposes of this Agreement. 6.2. Lisa M. Penna, P.E. is the Consultant's primary representative for purposes of this Agreement. 7.0 Notices 7.1. All notices permitted or required under this Agreement shall be deemed made when personally delivered or when mailed 48 hours after deposit 3 of 9 57296-0001\1236808v1.doc in the United States Mail, first class postage prepaid and addressed to the party at the following addresses: To City: City of Seal Beach 211-8th Street Seal Beach, California 90740 Attn: City Manager To Consultant: Anderson Penna Partners, Inc. 20280 Acacia Street, Suite 100 Newport Beach, CA 92660 Attn: Lisa M. Penna, P.E. 7.2. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. 8.0 Independent Contractor 8.1. Consultant is an independent contractor and not an employee of the City. All services provided pursuant to this Agreement shall be performed by Consultant or under its supervision. Consultant will determine the means, methods, and details of performing the services. Any additional personnel performing services under this Agreement on behalf of Consultant shall also not be employees of City and shall at all times be under Consultant's exclusive direction and control. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of services under this Agreement and as required by law. Consultant shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance. 8.2. Consultant shall indemnify and hold harmless City and its elected officials, officers, employees, servants, designated volunteers, and agents serving as independent contractors in the role of City officials, from any and all liability, damages, claims, costs and expenses of any nature to the extent arising from Consultant's personnel practices. City shall have the right to offset against the amount of any fees due to Consultant under this Agreement any amount due to City from Consultant as a result of Consultant's failure to promptly pay to City any reimbursement or indemnification arising under this Section. 9.0 Subcontractors No portion of this Agreement shall be subcontracted without the prior written approval of the City. Consultant is fully responsible to City for the performance of any and all subcontractors. 4 of 9 S7296-0001\1236808v1.doc 10.0 Assignment Consultant shall not assign or transfer any interest in this Agreement whether by assignment or novation, without the prior written consent of City. Any purported assignment without such consent shall be void and without effect. 11.0 Insurance 11.1. Consultant shall not commence work under this Agreement until it has provided evidence satisfactory to the City that Consultant has secured all insurance required under this Section. Consultant shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Agreement on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms provided by the City if requested. All certificates and endorsements shall be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. 11.2. Consultant shall, at its expense, procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of this Agreement. Insurance is to be placed with insurers with a current A.M. Best's rating no less than A:VIII, licensed to do business in California, and satisfactory to the City. Coverage shall be at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001); (2) Automobile Liability: Insurance Services Office Business Auto Coverage form number CA 0001, code 1 (any auto); and, if required by the City, (3) Professional Liability. Consultant shall maintain limits no less than: (1) General Liability: $2,000,000 per occurrence for bodily injury, personal injury and property damage and if Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this Agreement/location or the general aggregate limit shall be twice the required occurrence limit; (2) Automobile Liability: $1,000,000 per accident for bodily injury and property damage; and (3) Professional Liability: $1,000,000 per claim/aggregate. 11.3. The insurance policies shall contain the following provisions, or Consultant shall provide endorsements on forms supplied or approved by the City to state: (1) coverage shall not be suspended, voided, reduced or canceled except after 30 days prior written notice by certified mail, return receipt requested, has been given to the City; (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect 5 of 9 S7296-0001\1236808v1.doc coverage provided to the City, its directors, officials, officers, (3) coverage shall be primary insurance as respects the City, its directors, officials, officers, employees, agents and volunteers, or if excess, shall stand in an unbroken chain of coverage excess of the Consultant's scheduled underlying coverage and that any insurance or self-insurance maintained by the City, its directors, officials, officers, employees, agents and volunteers shall be excess of the Consultant's insurance and shall not be called upon to contribute with it; (4) for general liability insurance, that the City, its directors, officials, officers, employees, agents and volunteers shall be covered as additional insureds with respect to the services or operations performed by or on behalf of the Consultant, including materials, parts or equipment furnished in connection with such work; and (5) for automobile liability, that the City, its directors, officials, officers, employees, agents and volunteers shall be covered as additional insureds with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Consultant or for which the Consultant is responsible. 11 .4. All insurance required by this Section shall contain standard separation of insureds provisions and shall not contain any special limitations on the scope of protection afforded to the City, its directors, officials, officers, employees, agents, and volunteers. 11.5. Any deductibles or self-insured retentions shall be declared to and approved by the City. Consultant guarantees that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its directors, officials, officers, employees, agents, and volunteers; or (2) the Consultant shall procure a bond guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses. 12.0 Indemnification, Hold Harmless, and Duty to Defend Consultant shall defend, indemnify, and hold the City, its officials, officers, employees, volunteers and agents serving as independent contractors in the role of city officials (collectively "Indemnitees") free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, to property or persons, including wrongful death, in any manner arising out of or incident to any acts or omissions of Consultant, its employees, or its agents in connection with the performance of this Agreement, including without limitation the payment of all consequential damages and attorneys' fees and other related costs and expenses, except for such loss or damage arising from the sole negligence or willful misconduct of the City. With respect to any and all such aforesaid suits, actions, or other legal proceedings of every kind that may be brought or instituted against Indemnitees, Consultant shall defend Indemnitees, at Consultant's own cost, expense, and risk, and shall pay and satisfy any judgment, award, or decree that may be rendered against Indemnitees. Consultant shall reimburse City and its directors, officials, officers, 6 of 9 S7296-0001\1236808v1.doc employees, agents and/or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Consultant, the City, its directors, officials, officers, employees, agents or volunteers. All duties of Consultant under this Section shall survive termination of this Agreement. 13.0 Equal Opportunity Consultant affirmatively represents that it is an equal opportunity employer. Consultant shall not discriminate against any subcontractor, employee, or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex, sexual orientation, or age. Such non-discrimination includes, but is not limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or termination. 14.0 Labor Certification By its signature hereunder, Consultant certifies that it is aware of the provisions of Section 3700 of the California Labor Code that require every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services. 15.0 Entire Agreement This Agreement contains the entire agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings, or agreements. This Agreement may only be modified by a writing signed by both parties. 16.0 Severability The invalidity in whole or in part of any provisions of this Agreement shall not void or affect the validity of the other provisions of this Agreement. 17.0 Governing Law This Agreement shall be governed by and construed in accordance with the laws of the State of California. 18.0 No Third Party Rights No third party shall be deemed to have any rights hereunder against either party as a result of this Agreement. 7 of 9 S7296-0001\1236808v1.doc 19.0 Waiver No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a party shall give the other party any contractual rights by custom, estoppel, or otherwise. 20.0 Prohibited Interests; Conflict of Interest 20.1. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which may be affected by the Services, or which would conflict in any manner with the performance of the Services. Consultant further covenants that, in performance of this Agreement, no person having any such interest shall be employed by it. Furthermore, Consultant shall avoid the appearance of having any interest, which would conflict in any manner with the performance of the Services. Consultant shall not accept any employment or representation during the term of this Agreement which is or may likely make Consultant "financially interested" (as provided in California Government Code §§1090 and 87100) in any decision made by City on any matter in connection with which Consultant has been retained. 20.2. Consultant further warrants and maintains that it has not employed or retained any person or entity, other than a bona fide employee working exclusively for Consultant, to solicit or obtain this Agreement. Nor has Consultant paid or agreed to pay any person or entity, other than a bona fide employee working exclusively for Consultant, any fee, commission, gift, percentage, or any other consideration contingent upon the execution of this Agreement. Upon any breach or violation of this warranty, City shall have the right, at its sole and absolute discretion, to terminate this Agreement without further liability, or to deduct from any sums payable to Consultant hereunder the full amount or value of any such fee, commission, percentage or gift. 20.3. Consultant warrants and maintains that it has no knowledge that any officer or employee of City has any interest, whether contractual, non- contractual, financial, proprietary, or otherwise, in this transaction or in the business of Consultant, and that if any such interest comes to the knowledge of Consultant at any time during the term of this Agreement, Consultant shall immediately make a complete, written disclosure of such interest to City, even if such interest would not be deemed a prohibited "conflict of interest" under applicable laws as described in this subsection. 21.0 Attorneys' Fees If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, 8 of 9 S7296-0001\1230808v1.doc • the prevailing party in such litigation shall be entitled to have and recover from the losing party all of its attorneys' fees and other costs incurred in connection therewith. 22.0 Exhibits AU exhibits referenced in this Agreement are hereby incorporated into the Agreement as if set forth in full herein. In the event of any material discrepancy between the terms of any exhibit so incorporated and the terms of this Agreement, the terms of this Agreement shall control. 23.0 Corporate Authority The person executing this Agreement on behalf of Consultant warrants that he or she is duly authorized to execute this Agreement on behalf of said Party and that by his or her execution, the Consultant is formally bound to the provisions of this Agreement. IN WITNESS WHEREOF, the Parties hereto, through their respective authorized representatives have executed this Agreement as of the date and year first above written. CITY OF SEAL BEACH CONSULTANT By: %� , i , , 'ii J ' 7) By: gr. Ingram, City Mager Name: L1SA ty( PLP�Il1/4f4- n Attest: Its: 1' /LEct ps i- /C -D By: I I.[.. ILthi By: inda Devin-, City Clerk Name: f�VWefiako tJAC�rn Approved as to Form: Its: Cco By: a a �/ a uinn :arrow, ity Attorney 9 of 9 S7296-0001\1236808v1.doc Exhibit A arradirce ANDERSON • PENNA • PARTNERS IN PROJECT DELIVERY • August 8, 2013 Mr. Cesar Rangel City of Seal Beach, Department of Public Works 211 Eighth Street Seal Beach, CA 90740 Re: Proposal to Provide Construction Support Services to the City of Seal Beach for Phase II of the Ocean Avenue Alley, Waterline and Sewer Replacement Project from 1st Street to 6th Street Dear Cesar: Per your request, please find herein the scope of work and fee estimate to provide construction support services for the subject project. In conjunction with Phase II of the Ocean Alley Improvements (1st Street to 6th Street), APP will provide construction support services to the City, similar to the services we provided for Phase I of the Ocean Alley Improvements (Main Street to 6th Street). Scope of Work APP will assist the City with the following services: • Provide clarification of contract documents, as necessary, during the construction phase. • Review submittals, shop drawing, and material certifications, as requested. • Provide engineering assistance related to change order work initiated by the City, as requested. • Prepare "Record" drawings from construction period red-lines by the inspector and contractor on Mylar. Fee Our fee for the scope of work above is broken down as follows: Submittal Reviews, shop drawings, etc. $1,880 Engineering during construction $ 880 Prepare "Record" drawings $2,200 Total $4,960 If you have any questions or need any additional information, please call. Sincerely, AndersonPenna Partners, Inc. Matt Stepien Project Manager 20280 ACACIA STREET, SUITE 100 • NEWPORT BEACH, CA 92660 WWW.ANDPEN.COM PHN 949 428 1500 • FAX 949 258 5053 CERTIFIED UDBE Exhibit B ANDERSON • PENNA • PARTNERS IN PROJECT DELIVERY • AndersonPenna Partners, Inc. July 1, 2012 - June 30, 2014 Standard Billing Rate Schedule Engineering Services Staff Hourly Rate Principal $180 Senior Project Manager $150 Project Manager $130 Senior Engineer $130 Project Engineer $120 Design Engineer $100 Engineering Aid $85 CAD Drafter $85 Administration $70 Other Direct Costs: Reimbursement of identifiable non-salary costs that are directly attributable to the project such as oversized and/or color reproduction costs, non-commuter project miles and/or other project-related travel expenses overnight postage / couriers, etc., are billed at actual cost plus 5 percent to cover overhead and administration. Non-commuting mileage required for travel on the project and to and from locations other than the project site are billed at the allowable IRS mileage reimbursement rate(currently$0.565 per mile). Fees for expert witness services: Charged at$300.00 per hour with a 4-hour minimum per day. Fees for subconsultant services: Billed at actual cost plus 10 percent to cover overhead and administration. Payment Terms: A late payment finance charge at a rate of 12 percent per annum will be applied to any unpaid balance commencing 30 days after the date of original invoice. This rate schedule is effective through June 30, 2014. Should the Contract duration be extended beyond June, 2014, rates will be subject to annual and/or periodic revisions as necessary to accommodate inflationary trends, salary adjustments and the general costs of business, as mutually agreeable to the parties and approved via Contract amendment prior to implementing higher rates. Exclusions to Scope&Fee: The following items are specifically excluded: • Legal advice • Temporary field office facilities,equipment,furniture, utilities and/or services • Building Code Inspection,Soils and/or materials deputy inspection and/or testing • Specialized Software (other than MS Office Suite) & MS Project • Additional services not specifically called for in the scope of services 20280 Acacia.StrW-i Sw>fv 100 • New-Igor-I-Stac4-, CA 92660www-av al�2wcervn. P/-IN 94R 428 1500 • FAX 949 258 5053 Cerfi fi AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS FROM MAIN STREET TO 1ST STREET PROJECT NO WT1201 Between • %%%% 1*= *i i0 5 NE: R. Q . ''Ic2UNT1%' City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 Anderson Penna Partners, Inc. 20280 Acacia Street, Suite 100 Newport Beach CA, 92660 P — (949) 428-1500 This Amendment No. 1 dated December 10, 2012, amends that certain agreement ("Agreement") between the City of Seal Beach, a California charter city ("City") and Anderson Penna Partners, Inc. ("Consultant") dated May 14, 2012. RECITALS WHEREAS, City and Consultant entered into the Agreement on May 14, 2012 under which Consultant has provided professional services in connection with the design of the Ocean Avenue Alley Waterline and Sewer Replacements From Main Street to 1st Street Project ("Project); and WHEREAS, the parties wish to amend the Agreement to increase Consultant compensation by $2,870.00 to compensate Consultant for additional services required in connection with the design. NOW, THEREFORE and in consideration of the foregoing and of the mutual covenants and promises herein set forth, the parties agree to amend the Agreement as follows: Section 1. Section 1.0 (Scope of Services) of the Agreement is hereby amended to read as follows: "1.0 Scope of Services 1.1. Consultant shall provide those services ("Services") set forth in the attached Exhibit A. 1.2. Consultant shall provide those additional services ("Additional Services") set forth in the attached Exhibit B. 1.3. Consultant shall perform all services under this Agreement, as amended, in accordance with the standard of care generally exercised by like professionals under similar circumstances and in a manner reasonably satisfactory to the City. 1.4. In performing this Agreement, as amended, Consultant must comply with all applicable provisions of federal, state, and local law. 1.5. Consultant will not be compensated for any work performed not specified in Exhibits A-B unless the City authorizes such work in advance and in writing. The City Manager may authorize payment for such work up to a cumulative maximum of $10,000. Payment for additional work in excess of $10,000 requires prior City Council authorization." Section 2. Section 3.0 (Compensation) of the Agreement is hereby amended to read as follows: "3.0 Consultant's Compensation 3.1 City will pay Consultant in accordance with the fee schedules set forth in Exhibits A (for Services) and B (for Additional Services). In no event will the City pay more than: • $84,905.00 for the Services identified in Exhibit A • $2,870.00 for the Additional Services identified in Exhibit B. 3.2 Any additional work authorized by the City pursuant to Section 1.5 will be compensated in accordance with the rate schedule set forth in Exhibit A." Section 3. All other terms and provisions of the Agreement, as previously amended, shall have full force and effect. Section 4. The Council hereby authorizes the City Manager to execute on behalf of the City the Amendment dated December 10, 2012. Section 5. The Council hereby directs the City Clerk to attach Amendment No. 1 and Exhibit B to the Agreement. IN WITNESS WHEREOF, the parties hereto have caused this Amendment No. 1 to be executed and attested by their proper officers thereunto: CITY OF SEAL BEACH CONSULTANT it �� �I ��=./� a �_-, Jill gram, City Ma ag=r Present or Vice 'resident Al EST: n/(�i(, 11 ,},P/} p ay*, `�G%ry � in a Devine, i Clerk Vice President or Sedeta APPROVED AS TO FORM: 1.-- '1 // , AS 4/ ' Quinn M. Barrow, City Attorney Exhibit A Mr. Sean Crumby, PE February 28, 2012 Page 2 • An exclusive team of sub-consultants to provide survey (KDM Meridian), geotechnical engineering (Leighton and Associates), underground utility location (C Below) and Value Engineering (David Akers) that we have worked with over the past three years and who have proven to be responsive, reliable and reasonably priced. Their work product is of the highest quality, which meets our standards to provide the highest quality final deliverable to our clients. The Company • APP is a company run by Principals with a stake in every project or assignment undertaken.We do no work for private developers and devote our services to public agencies. Many of our staff members, including our Principal in Charge, Lisa Penna, work regularly in City offices and serve in in-house roles as Capital Project Delivery professionals. Relevant Experience • The proposed team members assigned to the Ocean Avenue Alley, Waterline and Sewer Improvement project for the City of Seal Beach have recently completed relevant, related assignments for other local Southern California public agencies. These assignments include the design and construction oversight of alleys, sewer pipelines, water pipelines, storm drains, structural and roadway concrete, water quality and grading. • Our insight regarding design alternatives to achieve proper results at the best value for the City of Seal Beach will be evident to you as you review the proposed initial design approach we have included herein. Our surveyors have conducted a preliminary survey of one of the Ocean Avenue Alley areas we believe will be most challenging to deal with, and we have included herein a demonstration of our design approach to solve the challenges we know we will face on this project such as: chasing private property grades, drainage pattern management, Title 24 requirements for water and sewer separation,and private property improvements protection. We look forward to serving the City of Seal Beach on the Ocean Avenue Alley, Waterline and Sewer Improvement project. Please feel free to contact me if you have any questions or need any additional information at(949) 922-2800 or Ipenna @andpen.com. We look forward to hearing from you and hope you find our enclosed proposal comprehensive and responsive to your RFP. Sincerely, AndersonPenna Partners, I J ` Lisa M. Penna, PE Principal and Executive Vice President of Municipal Services Division Jere— --Nick ANDERSON: . PENNA • PARTNERS IN PROJECT DELIVERY • Contents Related Experience 1 AndersonPenna Partners, Inc. 1 KDM Meridian Survey Project Experience 6 Leighton Materials Testing Project Experience 7 C Below Utility Location Project Experience 7 Contract Issues 7 Company Management 8 AndersonPenna Partners, Inc. 8 Staffing Plan 10 AndersonPenna Partners, Inc. 10 KDM Meridian, Inc. 11 Leighton Consulting, Inc. (Leighton) 11 C Below(Optional Service) 12 Resumes 12 Project Understanding and Background 22 Project Approach 22 Key Issues 24 Private Property Impacts - 24 Alley Experience 24 Attention to Details 25 Utility Coordination 25 Construction Costs/Value Engineering 25 Drainage Issues 25 Scope of Work 25 • Survey and Base Mapping 26 Geotechnical 27 Preliminary Design 28 Preliminary Plans 29 Final Plans 32 Construction Assistance 33 Client References 34 Disclosure 36 ilPage ANDERSON.PENNA id { 4 'JO..YBIG �_ ate City of Seal Beach Proposal to Provide Design Engineering Services for the Ocean Avenue Alley, Waterline and Sewer Replacement Project (Main Street to 1st Street) February 28, 2012 c mf�e a k figs �r a yy'a`m a' .�gg ate' z rr ` '>0". a 4$ Ste n" A Miele r i �-"YM- R Ak'; y„tt ..i F .x - 1£ttt1 p 4 re' t r _ [� do 1s"'>"t ru �r� �'a � ." '?�a# ae. aa..-.,, > .r a 1,A '�` , :"'fi,ax� v'ct"M;.fr r 9°+s.• is "' ♦ Y '= '" «ft'-�e:�' " , ..71 Submitted by ANDERSON. PENNA PARTNERS IN PROJECT DELIVERY. AndersonPenna Partners,Inc. 20280 Acacia Street,Suite 100 Newport Beach,CA 92660 (949) 428-1500 www.andpen.com ANDERSON PENNA • PARTNERS IN PROJECT DELIVERY. February 28, 2012 Mr. Sean Crumby, PE Assistant City Manager/Director of Public Works City of Seal Beach, Department of Public Works 211 Eighth Street Seal Beach, CA 90740 Re: Proposal to Provide Professional Design Engineering Services to the City of Seal Beach for the Ocean Avenue Alley, Waterline and Sewer Replacement Project from Main Street to ft Street Dear Mr. Crumby: Thank you for inviting AndersonPenna Partners, Inc. (APP) to participate in the proposal process for this important City project. APP is a consulting practice serving local and regional public agencies specializing in project delivery through design, staff augmentation and construction management. We are a California corporation that has been in business since 2005. We currently have 40 employees serving roles as program and project managers, design engineers, construction managers, inspectors, assessment engineers, code enforcement officers, plan check engineers, and grant consultants. We recently just relocated our offices to Newport Beach to accommodate our expanding client service groups. We believe APP is well suited for this assignment for the following reasons: The Team • A project specific Project Manager, Lisa M. Penna, PE with over 25 years of experience working on municipal public works projects. Her experience as a Deputy City Engineer and Assistant City Engineer for Seal Beach, Laguna Beach and Dana Point make her a uniquely qualified candidate for this role with an understanding of Capital Project Delivery from City staff's perspective. Her most recent experience in Laguna Beach managing the City's North Laguna Alley Rehabilitation program is specifically relevant to the Ocean Avenue Alley design challenges. Additionally, her background in water/wastewater infrastructure planning, design and construction will bring a level of expertise to all aspects of the design requirements for the Ocean Avenue Alley, Waterline and Sewer Replacement Project. • A project specific Project Engineer, Matt Stepien, PE with over 30 years of experience designing roadway and utility improvements for many Southern California Cities. His experience specifically working on alley improvement projects will be evident to you when you review our relevant project experience and the approach we have developed for this, the Ocean Avenue Alley project. It should be noted that Matt has served as Project Engineer for the design of over 30 alleys in Orange County, including the design of pavement and sewer improvements for several alleys in Seal Beach in the early 2000's. • Our proposed Design Engineer, Jacob Hester, PE with extensive experience designing many types of utility and grading projects as well as an in depth knowledge of CAD design software. Jake, Matt and Lisa are currently working on the City of Fountain Valley's Sanitary Sewer System Master Plan Update and just recently completed the design of that City's Year Two Sewer System Improvements Project. 20280 ACACIA STREET, SUITE 100 • NEWPORT BEACH, CA 92660 WW'W.ANDPEN.COM PHN 949 426 1500 • FAX 949 258 5053 CERTIFIED UDBE i ew*_ix Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project ft, � _ _- Main Street to i"Street ..1 Related Related Experience AndersonPenna Partners, Inc. (APP) offers the City of Seal Beach an experienced team of professional engineers and support staff to meet all of the requirements associated with the Ocean Avenue Alley project. AndersonPenna Partners, Inc. APP staff is comprised of professionals with extensive experience working directly for public agencies. Our familiarity and proficiency is a result of working side-by-side with local agency staff, developing collaborative relationships with community and business stakeholders, and partnering effectively with state and federal regulatory agencies. APP staff consistantly deliver successful projects and services, well-managed budgets, and thoroughly satisfied stakeholders and clients. AndersonPenna has delivered many types of public infrastructure projects and assists regularly with project finance. The company's team of professionals provides civil design, project and construction management, construction oversight and inspection, grant application and management, engineering plan check/risk management, and staff augmentation to City Public Works and Code Enforcement and Building and Planning departments. APP's capabilities range from major transportation projects to sustainability initiatives to capital improvement programs for municipalities. We tailor our management approach to carefully monitor program effectiveness, and closely track work quality, quantity, and cost. Delivering projects to schedule requires careful management, administration, and oversight of project development teams from inception to completion. APP is commited to completing this project to the City's satisfaction, and will take ownership of all aspects of project delivery. APP staff members have managed and performed many projects similar to the Ocean Avenue Alley, Waterline and Sewer project, including those highlighted below. Alley Experience 2010 North Laguna Alley Improvement Projects, City of Laguna Beach AndersonPenna was the City's Project Management `�-< -- • consultant for the design and construction of this i ` capital improvement. Lisa M. Penna, PE was the - � - = d t _ designated Project Manager. The City of Laguna Beach t r maintains several alleys throughout the community in -:E� various conditions. This project included the rehabilitation of the alleys in the North Laguna " 7;: �� ?. neighborhood bounded by Hillcrest Drive, Boat 1L s' Canyon Drive, San Joaquin Street and Cliff Drive south of North Coast Highway. The project provided new pavement for alleys in various conditions. Rehabilitation strategies included: grading, removal and replacement of pavement sections, crack sealing, grinding, pavement cold milling, excavation of deteriorated and poorly draining pavement, alley concrete gutter repair and construction, construction of asphalt concrete repair, asphalt concrete overlay, repair of existing curb, gutter and sidewalk, installation of traffic signing and pavement markings, and adjustment of utility facilities such as manholes/valves to grade. There were several locations where trees needed to be trimmed or 1IPage ANDERSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project ;'rye �'-'`�`=i Main Street to 1"Street .1 ti w y r removed and private improvements such as fences needed to :--- .. be relocated to facilitate the alley reconstruction. 'rr. i - t id '` The project included mobilization, clearing and grubbing, cold II to =j�� milling, removal and replacement of A.C. pavement, localized = .;;:i:' and full depth pavement reconstruction,conventional A.C. r #41 pavement overlay,crack sealing, P.C.C. cross gutter removal and .,^ I. .' reconstruction, new PCC alley approach construction,traffic wfa "J. _ Z control, storm water pollution prevention,and utility facility ri ' A adjustments to grade.The total project cost was $1.5M dollars Is and included over 10,000 s.f.of cold milling, 2,200 c.y. of unclassified excavation,4,800 tons of asphalt, new AC berms, 1,850 s.f. of concrete alley approaches, and adjustment of over 50 utility facilities to grade.The project also included tree removal and extensive coordination with residents. AndersonPenna performed: • Project Management including overall planning, design management, management of survey and geotechnical consultant, utility company, interdepartmental and interagency coordination, presentations to design review board, and permitting. • Construction Management and Inspection: Responsible for oversight of bid process, award of construction contract, complete construction management and field observation of alley paving program. The City of Laguna Beach had identified the following project goals that were met for this project: • Maintain or improve existing alley drainage characteristics including, but not limited to, swales, berms, and cross slopes; • Keep alley drainage from flowing on to private property; • Avoid excessive grade breaks at driveways and intersections that may cause vehicles to "bottom out"; • Since there were no curb and gutter on most alleys, provide detailed join locations due to inconsistent edge of pavement on alleys; • Address areas with poor drainage including, but not limited to, stagnant ponds, threats to private property and raveling pavement due to concentrated flow; • Improve safety of minor drainage features, including but not limited to small culverts; and • Increase structural strength and life span of alley pavement sections. Alley 17 and Alley 87 Improvements, City of Costa Mesa t u c,,, — - ,a. As Project Engineer, Matt Stepien prepared plans, ` reaN.,1 5,; a - specifications and cost estimates for the reconstruction of a T . ' . -.T/; one-mile section of 18th Street and two alleys in the City of az - ` r Costa Mesa. The project included the identification and hr Iri, reconstruction of damaged curb, gutter, sidewalk, cross-gutter tt. r- `` and driveway. A significant effort was also expanded to y =a provide the detailed design of numerous wheelchair ramps " " ,.- - that were missing or inadequate per current standards. eFa ate c-E- t ___,i The project also included significant coordination with the I ""3- utility companies due to the shallow depth of existing utilities. 2jPage ANDERSOV•PENNA E sea r; Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project S �'s-• Main Street to 1st Street A public meeting was held with the local business owners and property owners to answer questions about the project and to discuss construction operations and phasing. Town Lot Alley Reconstruction, City of Huntington Beach Project Engineer Matt Stepien prepared construction documents for the reconstruction of 11 alleys in the downtown area of Huntington Beach.The project included the design of concrete alleys, preparation of records of surveys, and water and sewer improvements. A key component of the project was the smooth joining of existing improvements and minimizing the amount of reconstruction outside of the alley right-of-way. Drainage problems had to be corrected on a number of the alleys. Given the extent of existing improvements adjacent to the alley right-of-way, special attention was required to provide the necessary joins on private property and to minimize impacts to existing improvements. Each adjacent parcel was reviewed on an individual basis to ensure a smooth transition from the alley to private property. La Habra Alley and Residential Street Reconstruction, City of La. Habra le. ?; , As Project Engineer, Matt Stepien prepared final plans for mar S Y�n& "'' t }er 3_c F u} the construction of twelve residential streets, nine alleys ai` .;a and a key arterial intersection in the City of La Habra. The "" : V; *- F51r "1i " `Y' project included the preparation of legal descriptions for «, �'- P 1 P P g p � I ' ��tf?�,t{f'=r'"�° — 39 parcels adjacent to the alleys so that a constant alley l'; Ii ,� � width of 20 feet could be maintained. Utility coordination was a significant task, due to several shallow utilities ,' �.+�t, s :z encountered. A key component of the design was mss . ` ,� - `y , providing for good drainage along the alleys and roadways ;; ,'; including revising the centerline profile to provide cross- 2",' t ;» 4 " •.:�-''' i',:':;,:4:',56;14, falls that were within an acceptable range. The Lambert Idaho intersection widening project included the preparation of plans for several retaining walls, an ADA-compliant pedestrian walkway across the adjacent public parcel, and landscaping plans for the adjacent parking lot. Richman Park Alley Improvements, City of Fullerton ,« , .s...•,••.-.,*.- As Project Engineer, Matt Stepien prepared plans, irk , a 1. ~c.. �s. , e `: 3 .- Ig 4cii specifications and cost estimates for the reconstruction of t $„- t- a "."r j a one-mile length of various alleys in the City of Fullerton. i., � E�� � F,&' t + The project included the identification and total jr¢ ` _. - reconstruction of the existing alleys and alley approaches. � -- ,r,�f ; ,,T S A significant effort was also expended to remedy the � zG numerous drainage problems that existed in alleys• - ncluding a number of locations where ponded water was �,w ��. � �� , � ` collecting in the alleys. Due to grade differential between. ° `'v4 _ ,xx 4 - the two sides of the alleys, an offset flowline was designed. 0,e2i`-M/A1 . _i ,, Numerous water laterals were also reconstructed as a part of the project. 3 ' Page �� ANDERSON-PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to in Street Sewer and Water Utility Experience Engineering Design Services for the Year Two Sewer Capital Improvement Program, Fountain Valley APP worked with the City on the planning, design, and construction management of the recommended Year 2 CIP sewer improvements as identified in the City's 2007 Master Plan prepared by AKM Engineers. APP evaluated the entire 15-year recommended list of CIP projects presented in the master plan, reviewed the preliminary construction cost estimates, and coordinated the proposed sewer improvements with the City's ongoing paving and resurfacing plan. APP also reviewed the CCTV inspection videos to identify cleaning or spot repair projects that could be completed by City crews. APP worked closely with City staff to review and revise the Master Plan, and identify which "Year 2" projects could be constructed by City forces and which projects needed to be completed by an outside contractor. APP then designed and managed the construction of the improvements that consisted of 19 projects addressing more than 5,300 linear feet of sewer improvements. APP was responsible for Project Management, QA/QC, Design, Geotechnical, Surveying, Sanitary Sewer Replacement and Rehabilitation, Public and Private Utility Coordination, and Construction Inspection and Management. Downtown Alley Improvements, City of Seal Beach Matt Stepien, as Project Engineer, prepared final plans for the y--- ,. .s .,T' ,. ;` x-1 construction of four segments of alley in the City of Seal Beach. The alleys F .. ._,rt, , were reconstructed with concrete pavement and the existing sewers in '"t /1 the alleys, which were originally constructed in the 1920's, were removed " 7 - '- ` % ' and replaced. A key component of the design was providing for good ' -mot , a; ° , longitudinal drainage along the alleys (which are in an extremely flat area t4 it- property of the Cit g p --.. i a . y), while maintainin acce table cross-falls that allowed � � ,,�, ,- owners to access their adjacent parking spaces and garages. 4.;;;;:',: il r t1.+—& ' The existing sewer mains were also replaced as a part of the project. The ;'•e- -- ,,v " , sewer replacement portion of the project was complicated by the narrow iP,` 'g ,t ', width of the alleys and the existence of several other utilities in the alley. Lfa `{ li `*i In order to minimize potential vertical and horizontal conflicts, the ( ibr x _ '� ,' ih horizontal and vertical alignment of the proposed sewer was maintained in the original location. Several manholes were also reconstructed as a part of the project and a new upstream manhole was added in one location for maintenance purposes. Crescent Bay (Circle Way) Beach Access and Infrastructure Rehabilitation Project, Laguna Beach 4-7.z: Over the past three years, Lisa Penna has been managing the planning, '' "3i s°w Q1,;) design, permitting and construction of this $1M infrastructure ,, ` improvement project. The project elements include; roadway l '" � .,; improvements, sewer improvements, waterline relocation, storm drain 72"4 ,..- upgrades, CDS nuisance water diversion r = s�-*, a " -^-- '".° ".- system with SCADA and telemetry,1 � ,z. �`t `�.�;,s*�...� � Y ry, electrical, -r. ,, . lighting and landscaping, extensive S S ' i . ` i i ir ' t - r coordination neighbors and residents as a, t, -, `r4 y well as permitting from the California Coastal It--` � ^ ,., s ." �,'1biait t ,x Commission. €ra's %iii. , ( ..w w 'T'�'SAC''. _ _. ._ _ t — .+ _ 4 ( Page !.a iii ANDERSON•PENNA. Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project G3 �=-�-, Main Street to 1st Street The sewer and waterline facilities on this project were very difficult to deal with in that the sewer was very deep and the soil conditions were challenging. The waterline could only be out of service for a short duration so we needed to develop specifications that addressed these requirements. During the design phase, we worked through several scenarios with the geotechnical engineer to develop the most cost effective construction alternatives for each of these pipelines. APP provided construction management and inspection services as well for this project. OC-9 Transmission Pipeline, Huntington Beach Project Manager Lisa M. Penna, PE was responsible for the design and construction of the $8 million, 36" diameter, water transmission pipeline replacement along Newland Street between Edinger Avenue and Yorktown Avenue in the City of Huntington Beach. Ms. Penna was responsible for managing all of the design and coordinating all aspects of the project including survey, geotechnical engineering, environmental planning, corrosion engineering, pot-hole investigation, coordination with the County of Orange and Caltrans. Water System Improvements, City of Bell Gardens Project Manager, Lisa M. Penna, PE was responsible for the preparation of final plans and specifications for replacement of several miles of waterlines located throughout the City, part of a multi-phased program to upgrade water services based on recommended improvements in the City's Water System Master Plan prepared by the City's consultant. The old steel and cast iron pipes were replaced with PVC 000 pipes. All new water services and fire hydrant assemblies were also included as part of these projects. Surfside Utility Undergrounding A.D. Formation, City of Seal Beach Lisa Penna, PE was the Construction Manager and Lead Engineer for the construction of the underground utility project in Surfside Colony. This assessment district also included the construction of a complete new potable water system, including services and hydrants. Los Robles Area Sewer Reconstruction, Laguna Beach Lisa Penna was the Project Manager for this sewer rehabilitation project, responsible for both the design and construction of the abandonment of over 7,500 linear feet of existing sewers in easements along private property and the construction of new sewers in the public right-of-way fronting the properties. The project was extremely challenging in that each individual private residence had to be "re-lateraled" to the new public sewer in the street. Responsible for Project Management, Quality Assurance/Quality Control, Design Services, Geotechnical and Surveying, Sanitary Sewer Replacement and Rehabilitation, Public and Private Utility Coordination,and Construction Support. On-call GIP Design and Construction Management, City of Laguna Beach AndersonPenna is performing on-call staff engineering for several projects in various levels of development, from �'w. planning through design and construction. The projects . .. include street, alley, storm drain, sewer, retaining wall, and *. '� k �� c{S- bridge improvements. Responsibilities include oversight of the mss_*y ``' ti y -. ^x4 environmental process, federal compliance, funding administration, staff reports, community relations, and general �. ri=9 support to City staff. - mss- :•.a t Specific projects recently managed include: 5 ' Page ANDERSON*RENNA iF[Edl<Y Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project f X Main Street to 1"Street r City of Laguna Beach Projects: Design Engineer Project Inspec- Labor 2009-2011 Municipal Program PM of Record Manager CM tion QA/QC Compliance Funding Bonn Drive Terrace Drain ✓ Replacement Brooks Street Stairs Repair and Park Circle Way Storm Drain and Stairs ✓ V Repair Energy Efficient Units Project J ,/ '� / / ✓ City Hall Roof Replacement `� `� 7 V City Hall Slope Debris Wall `� 7 V Fire Station No. 2 Roof Replacement ✓ &Building Repair Glenneyre Parking Structure ✓ Rehabilitation Lang Park Facilities Improvements ✓ / / V (Roof/Windows) Main Beach Boardwalk&Stairs ✓ / v Replacement North Laguna Alley Rehabilitation Laguna Canyon Channel ✓ V Rehabilitation South Laguna Streetscape South Laguna Parking Lot ✓ `� KDM Meridian Survey Project Experience KDM Meridian relevant alley project experience includes: Street Rehabilitation Project 2007/2008, City of La Habra Field surveying and cross-sections of streets (9,350 LF)and alleyways (2,850 LF)for proposed street improvements and re-design of ramps,sidewalks and curbs. Reference:Jeffrey Sinn (562) 905-9700 Euclid/Wilshire Alley Storm Drain Improvements, City of Fullerton Field surveying and cross-sections of alleyway (600 LF) for proposed storm drain improvements. Reference:Jaswinder Dhanda (714)738-6321 2009 - 2010 Residential Street Rehabilitation, City of Buena Park Field surveying and cross-sections of city streets and alleyway (1,000 LF) for proposed street improvements and re-design of ramps,sidewalks and curbs. Reference: Neda Ghazvini(714)562-3689 Sheila Park Project, City of Buena Park Field surveying and cross-sections of Sheila Street, Filaree Avenue and alleyway(1,100 LF)for proposed street improvements and new pocket park, and re-design of ramps, sidewalks and curbs. Reference: Chris Wiberg(951)413-3131 6 ( Page • ANDERSON,PENNA ru«; Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project re, '- Main Street to 1s`Street Leighton Materials Testing Project Experience Dover Pipeline, City of Newport Beach Leighton provided a geotechnical investigation for the proposed Irvine Avenue and Dover Drive water main improvements in the City of Newport Beach. The proposed project consists of construction of approximately 10,000 linear feet of water main pipeline.The proposed 24-inch pipeline is in a residential area along Irvine and Dover Avenues. The pipeline invert was approximately 10 feet below existing grade, except at the intersection of Dover Drive and Mariners Street where it was 15 feet below grade. Leighton's field investigation consisted of excavating, logging, and sampling of eight hollow-stem auger test borings. Laboratory tests were performed on selected soil samples to evaluate the physical and engineering characteristics of the onsite soil,for data reduction and analysis for our geotechnical report. Big Canyon Pipeline, City of Newport Beach The project consisted of installing a new 15-inch sewer pipeline at the Big Canyon Country Club from Jamboree Road to MacArthur Boulevard. The pipeline is approximately 7,200 If with inverts ranging from 5 to 12 feet, except between Stations 66+00 to 79+00 where the invert ranges from 12 to 19 feet. Leighton reviewed available, relevant geotechnical and geological literature pertinent to the site. The field investigation consisted of excavating, logging, and sampling of ten hollow-stem auger test borings located along the proposed alignment. The borings were drilled to 16.5 to 51.5 feet below existing grade. Laboratory test included in-situ moisture and density; maximum dry density and optimum moisture, Atterberg Limits, grain size analysis, unconfined compressive strength, consolidation, water- soluble sulfate concentration; and resistivity, chloride content,and pH. C Below Utility Location Project Experience Unlike other firms that offer utility locating as an additional service to their core products, C Below specializes exclusively in Subsurface Imaging. Through years of experience, C Below has been able to troubleshoot hard to find lines and provide locating solutions to utilities considered "un-locatable" by other companies. They have performed utility investigations at over 60 Southern California schools this last year alone and have overcome nearly all unforeseen circumstances that arise when performing these types of investigations. C Below is proud to work with clients such as: City of Newport Beach Port of Los Angeles City of Corona Port of Long Beach City of Riverside - • Marine Corps Air Ground Combat Center Disney Corporation South Coast Plaza Redondo Unified School District Valley Presbyterian Hospital Torrance Unified School District Los Angeles Unified School District Contract Issues AndersonPenna does not have any prior or on-going contract failures, prior or pending civil or criminal litigation or investigations, and no other negative history to disclose. 7IPage ANDERSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project ex Main Street to 1"Street Company Management The following section provides a brief management overview of AndersonPenna Partners, Inc. AndersonPenna Partners, Inc. AndersonPenna is a consulting practice serving local and regional agencies that specializes in project delivery and staff Proven`abdrtyto augmentation. We are a California deliver in corporation, in business since 2005, and are complex municipal a woman-owned certified SBE and UDBE. £ The company is owned and managed by at ,r �E Y four individuals who each bring a unique Small firr n focus strength to the firm: on customer �t > ,r t u rb t w cs.ged' th2JOb,t service big frm4? done n ht L. MALLORY McCAMANT, President/Chief resources APPS ' B ru � s{ 4€�b� L' fi � .C`:- Executive Officer, has over 20 years of wk Strengths $' ,t '„wj, executive management experience with . ;, �.,_ ., � ,�. am. engineering and professional services firms. Ms. McCamant has been involved in - Staff with ri':£ AndersonPenna Partners since its inception Partneringwith , substantial IVA in 2005, initially as an advisor then in Jul ourclients Y July municpal# 2009 she was named CEO/President. Prior outstanimg ;E 4 '” services x protect delivery ,° x .. ran. to joining AndersonPenna, she was the experience, Chief Operating Officer of FlexEnergy, a energy technology company, where was responsible for all non-technical aspects of the business. Prior to that, she was the Chief Operations Officer at Willdan Group, Inc., a publicly traded engineering and professional services firm, where she also served as Chief Financial Officer for several years, and President of Willdan's financial services unit MuniFinancial. She managed the firm's initial public offering in 2006. Ms. McCamant has hands-on experience with start-up operations, corporate finance, mergers and acquisitions, and strategic planning.She has overseen a wide range of business functions, including business development and marketing, corporate development, accounting and financial reporting for public and private entities, investor relations, litigation management, human resources and information technology. Ms. McCamant holds an MBA and BA in Political Science, both from the University of California, Irvine. LISA M. PENNA, PE, Executive Vice President/Practice Leader of the Municipal Services Division, brings over 28 years of experience in public works engineering, project management, construction management, and oversight of contract services for public agencies. Her experience includes engineering for transportation, water resources, environmental, and water/wastewater projects in the planning, design, inspection, construction phases, as wells as the development of short- and long-term capital improvement programs. Ms. Penna has extensive experience working with Caltrans District 12, OCTA, OCSD, the County of Orange, and many local cities and water districts throughout Orange County. Through Ms. Penna's experience with local capital projects and project and program management, she is knowledgeable of NEPA and CEQA requirements, federal grant requirements, Green Book and APWA standards and many agency policies and procedures. Ms. Penna has also been an active participant in the Public Works Education Programs at Santiago Canyon College in Orange County where she has SfPage ANDERSON•PENNA. Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1st Street ' taught several courses and contributed to the development of the curriculum. Ms. Penna is a graduate of California State University at Long Beach, and a registered civil engineer in California and Nevada. DAVID R. ANDERSON, PE, Executive Vice President/Practice Leader of the Major Civil Division, brings over 40 years of experience in all aspects of transportation, civil and public works projects. Mr. Anderson is one of the original founders of AndersonPenna. His experience includes conceptual planning, environmental studies, preliminary engineering, PS&E, and construction management of bridges, roadways, utilities, drainage and flood control, highways and toll facilities, and railroads. During his career, Mr. Anderson has participated in the design and construction of over $2 billion of public works projects, and has specialized in managing complex multi-faceted projects. Recent clients include Class I and short line railroads, OCTA, Caltrans, LACMTC, SANBAG, VTA, and the Cities of Placentia, Anaheim and Fullerton. Mr. Anderson is a graduate of the University of Minnesota, and is a registered civil engineer in Minnesota, California,Arizona, and Nevada. ANGELIQUE M. LUCERO, Chief Financial Officer and Practice Leader of the Funding Services Division, oversees the financial and accounting, human resources and information technology requirements of the firm, and works with clients to identify and implement funding for capital improvements and rehabilitation. Ms. Lucero is a founding partner of AndersonPenna Partners. Her background includes managing marketing departments as well as managing profit centers and a variety of projects performed for public agencies. With 25 years of public financial consulting experience, Ms. Lucero has assisted 70 public agencies and private interests in financing capital improvements and ongoing maintenance. Her resume also includes the preparation and administration of state and federal grant applications, fee and rate studies, as well as over 100 local improvement districts in California, Nevada, and Arizona. Ms. Lucero is a graduate of California State University at Long Beach, with a degree in Business Finance. Office Location AndersonPenna's primary office is located in Newport Beach, CA. The firm's 40 employees provide a variety of services to support local and regional governments in their effort to deliver capital improvements and services to their constituents. 9IPage ANDERSON•PENNA V- 'ya Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project `i Main Street to 1"Street -- i Staffing Plan The following resumes for the staff listed in the organization chart below, demonstrate the extensive design experience of the APP Team. AndersonPenna Partners, Inc. Lisa M. Penna, PE ;1'44' -� ' �. '�i Principal-in-charge and z ,: w `' , .. Project Manager, will ' c �, c'g manage the overall project 'P, ; ` r,,`= " �i;,° 3 and will be the primary City a Ci r H , :� "-t �Y contact. Ms. Penna has over k '�`-.. s ` � ?� '� " _�A r 't r x 1:s r +" + 2 25 years of experience m � t public works engineering 1: primarily in water and sewer s- '� t_c5...,,r r' { improvement design and '- t �` '° '` s , u5 e a ;X ' - :,_ construction management s '' t "` -. t ,k,•- i ;t Pimc pal tn'-at argefPrject3s In the past three years, Ms " Penna has been responsible Manager _ Lisa M,Penna PE� a° for several water and sewer ` design projects and an alley reconstruction project for F �ProjectEngineer the City of Laguna Beach. In i Matt Stepien,PE this capacity she helped to a deliver on time and within budget over $8M worth of Public Works projects DeesignEngineer Surve ranging from sewer, water, JacobHester P Y alley, flood control, _ - -Richpicktayl roadway, ceddi „j y, parks and facility win __j..._ energy efficiency projects. Dave:Aken PEl Value Engineenng/Concrete' Matt Stepien, Project Pavement Speci list - fir` Engineer be responsible '- MateandrTest ing 9 Djan i hands,,.E GE for coordinating all design � teghton t iliiy,Detectwn ana'CGN efforts including survey, Op - subsurface imaging and - (OjrtfonalServtce g g g7lC-Below _ +,asp -ai•.a material testing. Matt has Potholing more than 30 years ToplineConstro on engineering design experience, specializing in the design and management of roadway and drainage projects, water and sewer facilities, and other public works infrastructure projects, including the design of over 30 alleys in Orange County. Jacob Hester, PE, Design Engineer will be responsible for preparing the plans, specifications and estimates with oversight from Matt. Jake has more than 8 years' experience with CAD drafting, public works design, and utility planning and design. 10 Page �� -.,Nt- ANDERSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1st Street Key subconsultants have been included on the team to perform Survey, Materials Testing and the optional service of Utility Investigations. KDM Meridian, Inc. KDM Meridian is a professional land surveying consulting firm specializing in GPS, conventional land surveying, project mapping, and construction staking services. Established in February of 2000, KDM Meridian has rapidly built a growing clientele by offering professional and technical services to public and private clients ranging from local, regional, state, and federal agencies, to utility agencies, development groups, private consulting firms, construction firms, professional and landscape architects,and attorneys. KDM delivers exceptional land surveying services, tailored to meet the unique needs of a diverse client base. KDM leverages their collective years of industry experience and investment in current state-of- the-art technology to produce the most effective and efficient solution for each project. For the past ten years, KDM Meridian has fostered long-lasting professional relationships by consistently meeting the project schedule and budget requirements of their clients throughout the Counties of Orange, Riverside, San Bernardino,San Diego and Los Angeles. • Mr. Richard C. Maher, PIS, Principal, has extensive experience with public works surveying. Prior to founding KDM Meridian Mr. Maher worked for 10 years at a local civil engineering firm that provided public works engineering and surveying to City and County agencies. For the past 12 years Mr. Maher and the survey personnel at KDM Meridian have proven their expertise in surveying for public works design improvement projects by operating as the survey department or an extension of the survey department for a number of local prominent public works design engineering firms. Additionally KDM Meridian has worked directly with City agencies providing topographic and mapping services for the purpose of public works design improvements. At least three-quarters of the projects performed by the firm are directly in relation to public works improvement and the staff at KDM Meridian is well versed in the requirements and understanding of these objectives and needs. KDM Meridian is a California corporation located in the City of Lake Forest. The firm is currently fielding two survey crews on a regular basis to perform conventional and GPS land surveying, with the ability to provide up to four two-man crews on short notice. In-house personnel provide boundary, mapping, right-of-way, topographic, construction calculation, legal description, and related functions. There are ten (10) regular full-time employees of whom three are California licensed surveyors, one certified LSIT and one certified EIT. The KDM Meridian staff functions as an extension of its client's staff to provide management, technical, and professional services in a responsive, cost effective, and professional manner, meeting their schedules and project goals. Leighton Consulting, Inc. (Leighton) Leighton provides engineering solutions to public agencies, property owners, and facilities. Leighton's focus is the earth sciences encompassing the geotechnical and environmental disciplines. Their technical professionals have a comprehensive understanding of geotechnical conditions, including federal, state and local regulatory impacts affecting public works. Djan Chandra, PE, GE will be the assigned Project Geotechnical Engineer supporting the APP Team. Leighton laboratories, located throughout southern California, provide a full range of materials and geotechnical soils testing. Our labs have been audited and approved by Caltrans, AASHTO, State of California Division of State Architect, U.S. Navy, U.S. Army Corps of Engineers, City of San Diego, City of 11 ! Page �a ANDERSON PENNA w'C\ Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project . `w °'— Main Street to 1st Street ,t om ,,::eo. Los Angeles, NICET, and the U.S. Department of Agriculture. Throughout our history, Leighton has provided consulting services on more than 50,000 projects for more than 8,500 clients in both the private and public sectors. C Below (Optional Service) C Below offers services that allow project owners to decide the level of information needed to appropriately manage the level of risk for a project. Information can be provided in the form of pull box or electrical reports, potholing reports, underground mapping, 3D modeling or simply surface markings. C Below provides documentation of subsurface imaging and locating findings by using Ground Penetrating Radar (GPR) to provide a 3-Dimensional image that provides the best interpretation of data and an easy to read picture of the subsurface conditions. Utility locations can be plotted on a site drawing in clear, easy to read detail. Each utility is labeled and color coded just like the indications marked in the field.With the use of GPS technology,we can achieve a mapping accuracy within 3mm. GPR is the safest, fastest and most accurate method of locating reinforcing steel, prestressing strand, conduit and other indications in concrete and masonry structures. With the ability to penetrate up to 18 inches of concrete, our technicians can map all indications directly on the scanning surface prior to coring, cutting or drilling. The survey results can also be saved and printed in 3-Dimensional detail providing a subsurface map for our client. C Below's Vice President Chris Loera maintains a hands-on approach by researching and acquiring equipment that utilizes the most accurate technology available in the industry. He attends industry workshops and meets with equipment manufacturers to stay up to speed on new technology and software applications. When hiring new technicians, C Below provides extensive field training. A six month program for new hires allows them to work directly with a senior technician; shadowing their methods and procedures until they have met all qualifications set by management. Resumes Following are resumes of our key staff. 12 ( Page _ J® ANDERSON-PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project it,�;?°, Main Street to 1"Street i Lisa M. Penna, PE Executive Vice President, Municipal Services Ms. Penna brings over 25 years of experience in public works engineering, project management, and construction management. Her experience working on Education transportation, water resources, environmental, and waste water projects includes BS/1986/Civil Engineering, planning, design, inspection, construction, and the development of short- and long- California State University at term capital improvement programs. Her experience has included working with Long Beach several Southern California local agencies including the Cities of Laguna Beach, San Diego, Los Angeles and Irvine. Ms. Penna also has extensive experience working with Professional Registrations Caltrans District 12, OCTA, OCSD,the County of Orange RDMD, and many local cities 1996/PE/NV#11473 and water districts throughout Orange County. 1998/PE/CA#59166 In addition, her experience includes conceptual planning, environmental studies, Professional Affiliations preliminary engineering, PS&E,and construction management of roadways,drainage American Society of Civil and flood control,wastewater and urban runoff, and hydraulic modeling. During her Engineers(ASCE) career, Ms. Penna has participated in the planning, design and construction of millions of dollars' worth of public works projects. Ms. Penna has demonstrated American Public Works • successful project management capabilities with over 25 years managing complex Association (APWA) multi-faceted projects. Construction Management Association of America Through Ms. Penna's experience with local capital projects and project and program (CMAA) management, she is knowledgeable of NEPA and CEQA requirements, Federal Grant Women's Transportation requirements, Green Book and APWA standards and many agency policies and Seminar(WTS) procedures. Ms. Penna has also been an active participant in the Public Works Education Programs at Santiago Canyon College in Orange County, California where Experience she has taught several courses and contributed to the development of the Entered the profession in 1983 curriculum. Ms.Penna's project experience includes: Newport Beach Capital Program Management, City of Newport Beach, CA: As the City's Project Manager responsible for project and construction management of several capital projects and policies including the ADA Transition Plan, Standards updates, Pacific Coast Highway relinquishment, Signal Maintenance contract oversight, Street Lighting policy review, CIP master project scheduling, Wastewater Master Plan review, and the plan review of the Civic Center project. Laguna Beach Capital Program Management,City of Laguna Beach,CA:As the City's Project Manager responsible for project and construction management of several capital projects including the South Laguna Streetscape, North Laguna Alley Rehabilitation, Circle Way Storm Drain, Main Beach Park Boardwalk, Main Beach Stairs, Laguna Canyon Channel Rehabilitation, Bonn Drive Terrace Drain Replacement, City Hall Slope Stabilization, and Energy Efficiency projects. Several projects require adherence to the Caltrans Local Assistance Procedures Manual and procedures required when using federal funds. City of Pomona — White Avenue Rehabilitation: Project consultant and staff support for this ARRA project. Responsible for preparing construction management RFP, selecting the CM consultant, and taking the CM contract to City Council for approval. City of Fountain Valley 15 Year Sewer CIP Phase 1 Planning, Phase 2 Design, Phase 3 Construction Management: PIC/Project Manager for the City's Year Two Sewer CIP planning, design and construction. Projects included a total of 19 segments scattered throughout the City's service area, totaling approximately 5,300 linear feet of sewer reconstruction or repair and consisting of 2,350 LF of new sewers, 1,700 LF of plastic liner, 950 LF of pipe bursting, and 300 LF of spot repairs.The Phase 1 project scope of work analyzed the City's recently completed 15 year CIP to recommend projects to complete in FY 2010/11(year 2 of the CIP). 13IPage AN0ERSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1"Street � Matt Stepien, PE • Project Engineer Mr. Stepien is a Registered Civil Engineer with over 30 years of experience in municipal civil engineering. He specializes in the design and management of Education roadway and drainage projects, public works infrastructure, and water and sewer BS/1979/Civil Engineering/ facilities. California Polytechnic University, Mr.Stepien's relevant project experience includes: Pomona Professional Registrations 10th Street Rehabilitation, City of Seal Beach. Project Manager for 700 LF of roadway and drainage improvements between Pacific Coast Highway and Electric 1982/PE/CA#35500 Avenue. The project alleviated significant ponding problems in the residential area Experience of the City. Entered the profession in 1979 13th And 14th Street Alley Reconstruction, City of Seal Beach. Project Manager for the reconstruction of two alleys in the Old Town area, including the replacement of all existing sewer mains and laterals. Huntington Beach Alleys,City of Huntington Beach. Project Manager for the design of 12 alleys in the downtown area of Huntington Beach.The project also included the design of replacement sewer and water mains in most of the alleys. Several development constraints on both sides of the alleys complicated the design. Creative solutions were required to remedy existing drainage problems in two of the alleys. Richman Park Alleys, City of Fullerton. Project Manager responsible for the design of over 5,000 feet of deteriorated alleys which included resolving numerous drainage problems and shallow utilities. Francis Avenue Streets Et Al and Walnut Avenue Alleys, City of La Habra. Project Manager for the design of 13 residential streets and 12 alleys spread throughout the City. Several of the alleys were unimproved and required various remedies for drainage problems. Alley 17 & Alley 87 Reconstruction, City of Costa Mesa. Project Manager for the reconstruction of two alleys including the addition of a small diameter lateral to drain an existing sump. Town Lot Alleys—City of Huntington Beach. Project Manager for the design of 12 alleys in the downtown area of Huntington Beach. The project also included the design of replacement sewer and water mains in most of the alleys.Several development constraints on both sides of the alleys complicated the design. Creative solutions were required to remedy existing drainage problems in two of the alleys. Santa Fe Avenue Widening,City of Long Beach. Project Manager for the Santa Fe Widening project for the City of Long Beach. Project involved preparation of roadway, sewer, domestic water, and traffic plans. Construction cost for the 0.6-mile project was$1.5 million. Various Sidewalk Improvements, City of Laguna Beach. Project Manager responsible for the preparation of sidewalk improvements for four projects throughout the City, including the design of a cantilevered sidewalk and retaining wall to allow for safe pedestrian access. FY 2000 Alley and Street Program, City of La Habra. Project Manager for the design of over five miles of local street reconstruction and 12 alleys throughout the City of La Habra. Workman Mill Road Sewer Reconstruction,Whittier. Senior Engineer responsible for the preparation of PS&E for the reconstruction of a 12"trunk sewer main. Project included flow monitoring,video inspection, area analysis,the design of a sewer siphon,and extensive coordination with L.A.County Department of Public Works. 14IPage AN DE RSON-PE N NA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1"Street Blandwood Sewer and Lift Station Reconstruction, Downey. Project Manager for the preparation of PS&E for the construction of 1,500 linear feet of sewer gravity and force main. Project included reconstruction of a new lift station, rerouting of flow and significant effort to ensure that all house laterals were picked up by the new sewer. Sewer Rehabilitation Improvements,San Juan Capistrano. Project Manager for the preparation of a design report and PS&E for the construction and relining of over one mile of sanitary sewer pipes up to 24-inch diameter, including a flow diversion, pipe jacking, Caltrans approvals, and a sewer siphon beneath San Juan Creek Channel. The final design saved over$1.0 million in construction cost compared to the master plan concept. Puente Hills Intermodal Facility, Industry. Project Manager responsible for the preliminary and final design of sewer and storm drain improvements in conjunction with this $100 million LACSD Project. Project included industrial waste line design,storm drain design, pipe jacking, and extensive coordination and approval process with L.A.County Department of Public Works. Quill Drive Sewer Project, Downey. Project manager responsible for the design of the Quill Drive Sewer Project which included the abandonment of the existing lift station, rerouting of the flow in the opposite direction, and construction of a new sewer main to outlet into an existing downstream sewer system. Sewer Rehabilitation Improvements, City of La Habra. Project Manager responsible for the preparation of PS&E for the reconstruction and relining of 4,500 L.F. of sanitary sewer pipes, including the field inspection of existing manhole conditions. Camino Capistrano Sewer, City of San Juan Capistrano. Project Manager for the design and preparation of PS&E for 2,000 L.F. of sewer in Camino Capistrano,including the design and protection of sewer laterals. Bristol Street Improvement Project,Santa Ana. Project Manager for the Bristol Street Improvement Project for the City of Santa Ana.The project included the final design of over one mile of sewer improvements. Santa Fe Avenue Improvement Project,Long Beach. Project Manager for the Santa Fe Improvement Project for the City of Long Beach. Project involved preparation of 0.6 miles of roadway and sewer plans. Paseo Adelanto Street Extension Improvements, City of San Juan Capistrano. Project Engineer and Project Manager for the design of roadway, lighting, water, sewer and storm drain construction plans and estimates for 1,600 linear feet of roadway extension located in a historical district. • • 15IPage AN DE RSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1st Street t e-soan`•o, Jacob Hester, PE Design Engineer Jake Hester has 8 years of planning, design, and construction document preparation experience for storm drain, domestic water, recycled water, sanitary Education sewer, street, landscaping, grading, and transportation projects. His experience includes support during construction, preparation of technical reports, and 85, Environmental Engineering, calculations for hydrology and hydraulics. He has been responsible for regulatory California State Polytechnic • permitting, master plan preparation and community outreach for presentations to University, Pomona,2005 local, regional and federal stakeholders for water quality, flood control, habitat, professional Registrations recreation, and wetlands projects. In addition, he has overseen right-of-way engineering, record surveys, geotechnical studies and reports, encroachment 2010/PE/CA#C76637 permits, improvement plan checking, Environmental Impact Reports, Water years of Experience Quality Management Plans (WQMP), Standard Urban Storm Water Mitigation Plans(SUSMP), and Storm Water Pollution Prevention Plans(SWPPP). Entered the profession in 2004 Mr. Hester is proficient with computer aided engineering and construction management application software such as ArcMAP(GIS),AutoCAD Civil 3D,WMS, Lar04,XP SWMM, WSPG, Hydra, Microsoft Project, and Primavera. Mr. Nester's relevant project experience includes: Recreation Center Master Plan Expansion Project, City of Fountain Valley, CA: Deputy Project Manager responsible for the preparation of plans, specifications, and estimates for storm drain, sanitary sewer, water, recycled water, street, sidewalk, curb & gutter, irrigation, concession buildings, restrooms, landscaping, playgrounds, ball fields, and decomposed granite walking trails for a 78-acre award winning recreational ball field improvement project worth over $22 million dollars in total costs. Mr. Hester was responsible for coordinating every aspect of the design,bid,engineering during construction,as-builts,and record keeping. Orange Line Extension, Metropolitan Transportation Authority, Los Angeles, CA: Design Engineer for extending the Metropolitan Transportation Authority's Orange Line bus service from the existing Chatsworth Station to the Canoga Station in the San Fernando Valley, adjacent to Canoga Avenue. Mr. Hester was responsible for the design and preparation of roadway and drainage plans specifications, estimates, permits, and SUSMPs for a new and remodeled busway, parking lots, storm drain system, bus stations, vegetated swales, infiltration basins, bio- retention basins, and landscaped areas using the Los Angeles County Modified Rational method in WMS,XP Storm, and XP WSPG. Inland Empire Utilities Agency (IEUA), California Institute for Men Recycled Water Project, City of Chino, CA. Project Manager responsible for the design and oversight of plans, estimates, specifications, and engineering during construction for constructing 800-feet of reclaimed water lines from the IEUA Regional Plant Number 5 to the California Institute for Men. IEUA, Chino Creek Park Wetlands, City of Chino, CA. Project Engineer and Design Engineer responsible for coordinating construction specifications,and estimates; local,state, and federal permits,earthwork, hydrology and hydraulic calculations,and storm drain,water, and landscape improvement plans for improving an undeveloped 22 acre parcel into a state of the art, multi-beneficial wetland demonstration and education park.The improved site features recreational learning facilities that are integrated with surface and subsurface wetlands and native riparian habitat areas, decomposed granite walking trails, an observation tower, amphitheater, bridges,gardens, gravel parking lot, restrooms,an education center,and picnic area. 16IPage ANDERSON-PEN NA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project '�-4 Main Street to 1s`Street Sewer System Management Plan —Various Cities. Design Engineer responsible for the preparation of the City's Sewer System Management Plan technical provisions in conformance with the Statewide General Waste Discharge Requirements for Sanitary Sewer Systems Order No. 2006-003-DWQ (WDR). Mr. Hester was responsible for post processing NASSCO PACP ranking criteria to conducted a thorough review of each respective city's sanitary sewer collection system to prioritized structural and maintenance deficiencies and develop comprehensive engineering cost estimates for capital improvement and replacement programs using Hydra, AutoCAD, ArcGIS, MS Excel and Access.Client cities include: • Sierra Madre:32-miles of sewer,745 manholes • Paramount:62-miles of sewers, 1,400 manholes • Southgate: 119-miles of sewers, 2,700 manholes • Lynwood:80-miles of sewers, 1,800 manholes • Palmdale: 111-miles of sewer,2,000 manholes • Agoura Hills:53.6-miles of sewers, 1,294 manholes • Covina: 121-miles of sewers,2,700 manholes • Paramount:62-miles of sewers, 1,400 manholes • 17 ) Page ANDERSON-PEN NA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to i"Street <sojE ' i David J. Akers, PE Value Engineering/ Concrete Pavement Specialist With 39 years of progressively responsible experience, Mr. Akers is a seasoned professional who started as a laboratory technician capping and breaking cylinders Education and continued on to inspection, material engineering, ready mix concrete, and concrete industry promotion. He has provided pavement engineering for BS,Civil Engineering,California numerous concrete pavement projects including 115,500 sf of heavy truck parking State University,San Diego, 1975 for Grimmway Farms in Bakersfield. His strengths are the ability to find practical Post graduate courses in solutions to perceived concrete materials problems and to develop a solution prestressed concrete, rock which diverse interest groups can accept. mechanics,and hydraulics Mr.Akers'relevant project experience includes: Professional Registrations Grimmway Farms: As a concrete promoter, provided preliminary plans for an Civil Engineer and Quality 115,500 sf industrial parking lot that iS open 24/7 with an average truck loading of Engineer,California 200 trucks per day. In addition to the pavement design, also developed a plan , showing how high early strength mixes could be used most effectively by gradually increasing the strength at early ages to reduce the cost of fast track construction. Grimmway Farms used the preliminary plans for construction. City of Lomita:Assisted the city's consulting engineer with the design of equivalent portland cement concrete and asphalt concrete pavement designs.The portland cement concrete was 4%less when bid. Ultrathin Whitetopping,5M Street,City of Santa Monica: Designed the first ultrathin whitetopping for a city street in southern California.The street was overlaid with concrete in 1998 and is still rated as excellent. Design and Construction of Concrete Pavements for Port Authority of the Republic of Panama: Co-instructed a class on concrete pavement design, construction, materials, and quality control to Port Authority engineers and inspectors and contractors. Concrete for Streets and Roads Webinar — Decorative Concrete Segment: Prepared and taught a segment on decorative concrete pavement that highlighted colors,stains,stamping,and aggregate treatments. Caltrans Just-in-Time Training for Concrete Paving: Initially part of team that developed the ACPA SoWest"Just-in- Time" pavement training program. The program is required for most Caltrans concrete paving projects. Taught numerous 4-hour sessions of the program throughout California and in southern Nevada. Thin-Bonded Concrete Overlay and Pervious Concrete Pavements: Presentations for various ACPA seminars in California and Nevada. High Strength Concrete: Under contract with a ready mix company, lead a study that developed mix designs and evaluated strength, modulus of elasticity, and drying shrinkage of 10,000 psi concrete which common knowledge deemed impossible in San Diego County in the late 1980s. Also developed lightweight aggregate mixes that regularly attained 6,000 psi. San Diego County Material Testing Laboratories: While technical services manager for a concrete supplier initiated a program with competitor ready mix companies to evaluate inter-laboratory strength variations of the commercial laboratories using companion sets of cylinders submitted by each supplier. The limited testing confirmed that test results varied widely. General Concrete: In conjunction with the Portland Cement Association and later the Concrete Reinforcing Steel Institute,presented a series of lectures on concrete as a sustainable material to architectural and engineering firms throughout southern California and southern Nevada. _ 'Wage ANDERSONiPENNA .<.. Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1f`Street KDM Meridian • Rich Maher, PLS, Surveyor Principal Rich Maher is a professional land surveyor registered in the state of California, with over twenty years of experience in the land surveying and civil engineering Education industries. As principal of KDM Meridian and project manager, Mr. Maher will be Civil Engineering/University the primary point of contact for this project. As a founding owner of KDM Curriculum—Cal State Fullerton 1992 Meridian he provides the driving force behind the excellence of service demanded Land Surveying Continuing Education of his entire staff. He will ensure each projects technical requirements are met, —Coastline Community College 1995 oversee the application of proper quality control and assurance procedures, and commit corporate resources to meet the City's objectives and schedule. GPS Technology Continuing Education—UCR Extension 2011- Mr. Maher has extensive experience in all facets of land surveying, participating Professional Registrations on a consulting basis, as part of a project team, or in the management of projects with over one hundred different local, county, and state agencies and utilities 2000/PLS/CA#7564 districts. In that capacity, he has been responsible in whole or in part for project Professional Affiliations development, right-of-way engineering, annexations, heavy and light CLSA construction, design topographic surveys, aerial control networks, legal descriptions, boundary surveys, records of survey, and parcel and tract map American Congress on Survey& preparation. His persistent involvement in the details of daily survey department Mapping operations has provided him with extensive knowledge of state-of-the-art Years of Experience technology, hardware, and software used industry-wide. In doing so, Mr. Maher Entered the profession in 1990 continues to be successful in providing services tailored to each client, acting as an extension of their staff, understanding their needs, anticipating issues, and providing solutions. Patrick Earl, Surveyor Manager • Patrick Earl is a professional land surveyor registered in the state of California, with nine years of experience in field and office surveying. His previous KDM Meridian employment allowed him to learn under a land surveyor with vast experience in the title business, giving him a unique understanding of the underpinnings of real Education property boundary issues. Working at a small firm also afforded Mr. Earl the BS/2004/Mechanical Engineering/ opportunity to follow projects from inception to deliverable. He has quickly risen University of California Santa through the ranks at KDM Meridian to become a talented land surveyor with a Barbara certain prodigious future. To compliment his field experience in topographic, Professional Registrations boundary, and construction surveying, he has exceptional office surveying skills in mapping and calculation. 2010/PLS/CA#8773 Professional Affiliations Mr. Earl joined KDM Meridian three years ago as a survey technician,to assume CLSA the role of daily supervision of the office staff's data reduction and mapping processes. He is responsible for topographic mapping, boundaries, and survey Years of Experience calculations for the survey department. His responsibilities in this capacity will Entered the profession in 2004 include the preparation of topographic maps, boundary and record mapping, titles and records research, constructability reviews and compilation of all field data. 19 page /r. ANDERSON-PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project *x ` Main Street to 1"Street • Leighton Djan Chandra, PE, GE, Project Geotechnical Engineer Mr. Chandra brings 20 years of experience in geotechnical services from the early planning, site investigation, laboratory testing, data analysis, report preparation Education through grading and construction of various types of civil facilities, including residential and commercial developments, transportation, governmental and utility MS,Civil Engineering,Texas A&M projects. During this time, he has managed a wide range of projects, including large- University, College Station,Texas scale design-build projects, with varying geologic conditions and constraints, proving BS, Civil Engineering,Chung Yuan his skills in scheduling, budgeting, and managing complex projects. He has Christian University,Taiwan successfully worked with Tetra Tech on technically challenging and highly visible Professional Registrations developments for the past decade. California Registered Mr.Chandra's areas of expertise include foundation design,soil reinforcement,slope Geotechnical Engineer-2376 stability analysis, finite element analysis, and computer applications in geotechnical California Registered Civil engineering. His extensive experience in design and application of geosynthetics Engineer-50068 reinforcements in geotechnical engineering, including oversteepened slopes, Years of Experience pavement subgrade stabilization, and segmental retaining walls has proven an asset on a variety of projects. He is familiar with various field monitoring equipment, such Entered the profession in 1991 as inclinometer for slope monitoring, manometer level survey,and settlement plate. , Mr. Chandra's relevant project experience includes: SARI Replacement Project, Orange County, CA. Project Engineer/Manager for 4 miles of sewer line realignment that crosses the Santa Ana River and runs along the river bank, north of SR-91 and west of Orange/Riverside County boundary line. The sewer line is up to 60 feet deep and will be installed by cut-and-cover, bore-and-jack and tunneling methods. The geotechnical issues included shallow groundwater, oversize•boulders, liquefaction, lateral spreading, and a pre-existing tieback wall that interferes with the proposed line. Groundwater monitoring wells were installed and pump tests were conducted for dewatering requirement and design.Since the alignment crosses projected traces of the Whittier fault, electrical resistivity tests were conducted to locate the fault traces. Agencies involved included Army Corps of Engineers, OC Sanitation District, OC Public Works, OC Flood Control District,Caltrans,and City of Yorba Linda. University Drive Sewer Force Main, Irvine, CA. Principal-in-Charge for the geotechnical exploration for approximately 4,700 feet of new sewer line for Irvine Ranch Water District. A segment of the pipeline crosses underneath San Diego Creek and will be installed by Horizontal Directional Drilling (HDD) construction method. Groundwater was encountered in the borings at less than 15 feet deep and the pipeline invert will be below the groundwater table.Another unique challenge for the HDD is the presence of relatively shallow bedrock. Poseidon Backbone Water Pipeline, San Diego County, CA. Project Engineer/Manager for the proposed 13-mile- long water pipeline that starts at the planned desalination plant in Carlsbad and crosses Carlsbad,Vista, Oceanside, and San Marcos in San Diego County. The pipeline will consist of 20-, 36-, and 54-inch-diameter steel pipes with invert depths ranging from 10 to 25 feet below grade, installed using conventional cut-and-cover techniques or bore-and-jack method at major street, pedestrian tunnel and wildlife crossings. Leighton worked closely with the cities during the field exploration to reduce disruption to the traffic flow and minimize damage on the existing pavement. Segments of the pipeline will go through bedrock formation that is granitic and very hard, possibly requiring blasting during excavation for the pipeline installation. Shallow groundwater was also locally encountered. IRWD South County Zone 1-3 Booster Pump Station, Irvine, CA. Project Engineer/Manager for the geotechnical exploration and geotechnical observation and testing services during construction of Zone 1-3 Booster Pump Station southwest of the existing IRWD 15-million gallon Zone 1 reservoir on Sand Canyon Avenue. The project includes construction of a pump station building with a dimension of 58 feet by 24 feet that will host four booster pumps,an electrical room of approximately 14 feet by 24 feet, new AC pavement and new concrete slab. 20IPage J' • ANDERSON-PE NNA Design of Ocean Avenue Alley,Waterline and Sewer Replacement Project 1. ._ Main Street to 1Bt Street C Below, Inc. Chris W. Loera, V.P. of Operations Mr. Loera leads C Below's team of three technicians in completing a variety Education/Certifications: of utility location,CCTV and utility documentation projects. East L.A.Skills Center Construction Inspection Recent projects for Mr.Loera and Technicians include: ICBO/ICC Certified Special Inspector: City of Corona Water Treatment Facilities. Locate and identify all existing Reinforced Concrete,Structural utilities prior to plant upgrades at several different facilities. Assist surveyors Masonry and Pre-stressed Concrete recording utility locations,types and depths. L.A.City Registered Deputy Inspector: Long Beach Airport. Locate and identify all existing utilities at front drop off Reinforced Concrete, Reinforced Masonry, Pre-stressed Concrete, area and ramp for terminal expansion. Shotcrete and Drilled-In Anchors Newport Beach Library. Locate and identify all existing utilities for library American Concrete Institute Concrete expansion. Supervise potholing operations for verification of facility Field Testing Technician:Grade 1, horizontal location and depth. Concrete Laboratory Technician Grade I and Strength Testing Los Angeles Unified School District. Locate and identify utilities at numerous Technician school sites prior to excavation. GPR structure scanning at numerous school sites prior to cutting,coring or drilling operations. National Concrete Masonry Association Disneyland,Anaheim CA. Locate and identify utilities at various sites prior to Certified Concrete Masonry construction operations. Assist surveyors in recording utility locations, types Technician and depths. Years of Experience: Torrance USD, Torrance CA. Utility Investigation of 11 Campuses in the Torrance Unified School District. Entered the profession in 1999 C Below Technicians Averill Punta, Locating Technician Rendy Louhenapessy, Locating Technician Education/Certifications: Education/Certifications: Ground Penetrating Radar Technician—Level II Ground Penetrating Radar Technician—Level II Utility Locator-Level I Utility Locator-Level I Years of Experience: Years of Experience: Entered the profession in 2005 Entered the profession in 2005 Jaime Martinez, Locating Technician Education/Certifications: Ground Penetrating Radar Technician-Level II Utility Locator-Level I Years of Experience: Entered the profession in 2003 21jPage ANDERSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project �„l: } Main Street to f Street Project Understanding and Background The City of Seal Beach is looking for a qualified team of consultants who have extensive experience • preparing plans, specifications and estimates for alley improvements,water pipeline and sewer pipeline rehabilitation similar to the Ocean Avenue Alley improvements and the related improvements of the water and sewer facilities. The City of Seal Beach desires to contract with a firm who can provide timely, cost effective,and quality professional design services. The City adopted their 2005 Sewer System Master Plan Update which included analysis of the City's entire sewer system. This document in conjunction with the 2003 Water Master Plan made recommendations for pipeline improvements where structural integrity had been compromised or capacity restrictions required increase in pipe diameter. This project consists of the replacement of approximately 2,500 It of existing 4-inch, 6-inch and 8-inch diameter water facilities with 8-inch, CL 200 PVC AWWA C900 water pipelines. The project also includes the replacement of the associated gate valves, services, meters, fire hydrants and associated appurtenances. The City of Seal Beach is also looking to replace approximately 2,0001.f. of existing 6-inch gravity sewer with 8-inch PVC SDR 26 pipelines. In association with this effort, the manholes will be rehabilitated and all the existing sewer service laterals will need to be re-connected to the new sewer pipelines.The City is recommending CCTV inspection of the sewer pipeline system prior to finalizing design alternatives. The alley improvements will consist of the rehabilitation of approximately 30,000 s.f. of existing asphalt pavement with concrete. This element of the project also includes the replacement of damaged curb and gutter,sidewalk, and alley approaches to current ADA compliant standards. Project Approach Our project approach is framed by our understanding of the project from information acquired as a result of our review of the Request for Proposal, our field review of the project site and our extensive previous experience on many capital improvement design projects and similar waterline, sewer and alley design projects. Based on this understanding, we are providing experienced staff and sub- consultants who will take ownership of the perspective project elements and who understand their roles and responsibilities. Key elements include: • Experienced project team to perform the work • Committed to monitoring the progress of the project against the defined project milestones. • Committed to communicating regularly with the City to keep you informed about project progress and any issues that may arise that were not anticipated. • Provide for third party QA/AC to allow for a fresh set of eyes on the project. Project Management Our project approach and proven work plan is based on a pro-active project management approach. We firmly believe in "doing it right the first time". Consequently, we realize that when pursuing project success it is critical to thoroughly define the project requirements before the work is started.The project requirement must be mutually agreed on between the client and the design team. The requirement must also be clearly communicated and understood by all disciplines and at all staff levels. ' 22IPage ANDERSON-PENNA cif Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project h ,, Main Street to 1sr Street l We do not assume that the City staff has the full range of knowledge and experience necessary to know all of the detailed.design requirements. Therefore, we will assume responsibility and take the initiative for extracting ths required information from the City. The use of a carefully prepared Project Management Plan will be our key to achieving quality expectations. We find that projects are most successful when we manage the design/documentation process from the early stages of the project, working closely with the City to collaboratively develop the design for the project. We will meet with the City engineering and maintenance staff as a first step to determine the technical parameters, previous experience with similar projects in the area, and define project goals. We have already identified key project issues as outlined below, that will be the basis for our outline of the project goals and our Project Management Plan. The following Work Flow Diagram documents the progress of work required for this project. r et Geoteehnlcal Preliminary = ' (I' Survey=' _ i- _ `Final Design = - ;. , t A ,x� Investigation Design a• - Assistance r } 4 x , ,t *,Ise •'` tit: s 'Research and i .-- c t '_;114,,,-:_,Y1'-';;%:;',644.t ' Record Search r-s � t Pre-btd,M + t< �4 ;CI :;-.1; u. ` ppp Mylar Plans t s ,,, '� Ri ! k-,: '3t rF � } . — -rsus:�r es°T t I: tUhhry lnveSLgatloo � { a x't - r Recommendations ;{ n t 's ' j tit':'k 4 F4 . �ls. c'3,� ' . Pre' Reviructto, t. t �fleidSurveyl r' m. r/ e (p p „ y e eting ., - s 3-sa- r'.� t a rn r Ptwre t, e r r a Meetmg ' s s i,.,,? � " v. X ss'• Detecctionre,"a ',I • Digital Files • . .:.-4•sit M: i = �• ,r °s # k;at riSmS rt=wxse6v P.,k •• - ,w � fi €, .v Viz. t - < '� - t '�-. +«i�t.,n*al z. sY T 4 .,}- ' x ans -a I L Y - 'heal W" ' i. '. VS,controlsurvey . ' A g Plans � `g " .r, i., ..,.. i-=+t--� '•cal ; y E Submittals/RPIS =: i a. -rn. ri +. 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Our experience and observations related to this proposal are as follows: • In conjunction with our Geotech and Value Engineering Team Members and specific boring results, we propose to review the City's typical pavement section and see if there is an opportunity to reduce the structural section without compromising the maintenance or fife cycle. • It will be essential to get feedback from the City regarding. the extent of pavement reconstruction that the City wants to complete outside of the alley rght-of-way for join purposes. Typically improvements are resolved on a case-by-case basis. We recommend walking the project with City staff to identify specific recommendations. 23lPage ANDEP.SON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project IS-` ' "`°: Main Street to 1"Street ', "= l 5r • Existing sewer,water, electric,gas and CAN facilities were noted in the alleys. • Shallow utilities in our experience seem to be more prevalent in alleys. If any exist, they will need to be identified early in the design process in case the utility company has to reconstruct some of their facilities. We have included on our organizational chart and scope of work (as an optional task)_a utility detection subconsultant that can be of assistance with this effort. • To a large extent,the successful design of this project will revolve around alley drainage—providing a defined alley flowline, creating adequate alley crossfall, and designing a longitudinal alley flowline gradient that will convey runoff to the nearest street or intersecting alley. — The flowline of some of the alleys may have to be offset from the alley centerline due to elevation differences at the right-of-way limit on the two sides of the alley. This approach allows for a lessening of the cross-slope on the high side of the alley, thereby reducing the potential for cars "bottoming-out". — The side streets (1st Street — Main Street) and intermediate north/south alleys all drain to the north (away from Ocean Avenue). This allows for three potential outlets for the alleys being designed. This will enable us to create high points in the flowline profile (as needed), vary the alley crossfall and provide design flexibility to create a steeper longitudinal alley grade. • Adequate separation of sewer and water pipelines must be maintained in accordance with the City of Seal Beach Standard Plans 925 S-18a&b, as well as the County of Orange Health Care Agency and State of California Department of Public Health's most current Waterworks Standards. • A critical issue for all sewer rehabilitation projects is the handling of flows during construction. Suitable temporary sewage handling facilities and bypass strategies will need to be incorporated into the design. Key Issues The following issues must be carefully considered during the course of the project. Private Property Impacts In preparing the preliminary plans for the project, the impact that r-^ L. am'1 the proposed improvements will have on existing utilities and private ,— td • k r t property improvements will have to be precisely determined. Thetr cF� k r ,t, impacts to existing walls, fences, driveways, utilities, and border a a `. landscaping will have to be reviewed and addressed on a case-by- , ,�- its, case basis. Alley Experience 7a b. 0 The design of alleys are in many ways more challenging than a typical ,t ^ems c�h mom,° roadway or utility project because of the need for attention to detail, ; � ' '"_ � ; the narrow width involved, and the extent of improvements :" '' immediately adjacent to the alleys. Knowledge of alley design issues and criteria may be one of the determining factors as to whether this project is kept on schedule or not and whether the adjacent residents are satisfied with the end product.The APP Project Team has completed the design of over 30 alley segments, many in areas where the prevailing longitudinal alley grades are less than 0.4% (Huntington Beach, Seal Beach, Laguna Beach, and Fullerton). As a result, our Project Team is familiar with all of the nuances of alley design, including several creative design solutions to drainage problems. 24 ( Page -eSCrr— ANDERSON.PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to f Street '_,' Attention to Details Paying attention to the details - whether it is designing alley approaches, tying down the horizontal and vertical alignment of the utilities, or ensuring that good joins are made for the alley design - is probably the most critical part of the project. This attention to detail will extend to providing the best alley right- of-way information available. The experience of the APP Project Team, both in the industry as well as with alley projects, combined with our proven QA/QC procedures, help to assure the City that the details of the project design are being closely scrutinized and double-checked. Utility Coordination Alley construction can often result in impacts to existing shallow utilities, which in our experience tend to be shallower in alleys than in roadways. It is essential to conduct a thorough utility ; a search, supplemented by follow-up with the various utility companies throughout the design phase of the project. Maintainin g good records and being persistent with ith . . follow-up procedures are essential to identifying potential problems as "s" early in the design process as possible. '.• ttua Construction Costs/Value Engineering ,a `s' The APP team will pay special attention to the preparation of a realistic , sew . ri construction estimate and look for ways to save construction costs. Our estimates will be based on contractor bids for similar recent construction projects supplemented by direct discussion with APP's construction management personnel and local contractors. Additionally, we have included as part of our Value Engineering, a specialist in concrete design to review the proposed pavement section and determine if it can be reduced. We have other potential cost-savings ideas to discuss with the City that could reduce the pavement costs significantly. Drainage Issues The longitudinal gradient associated with the alleys, in relation to the ` - elevations of adjacent development, is important to ensure that new rt. ` s drainage problems are not created and that everything is investigated 1 to resolve existing drainage problems. On other alley design projects V" j,x°„-:`^' that we have successfully completed, we have created high points that " allow the alley to drain in both directions, offset alley flowlines away Y Y Y from the alley centerline, and constructed new storm drain inlets (if • ,.=_. ° 1 existing storm drains are available) to address various drainage issues . 5r- ' Ty encountered. - h.. Scope of Work The City of Seal Beach desires to have final plans, specifications and cost estimates for a complete bid package that will generate quality bid results for the City. The City will furnish the boiler plate front end to the specification document for our use. The specifications will follow the City Standard Plans, current Greenbook standard specifications and County, State and Federal standards where applicable. Our plans will include: plan and profile views for all proposed improvements, separate plans for the waterline, sewer and alley improvements. The City will receive reproducible mylar sheets after the as- builts have been completed. The following work scope items are included in our proposed fee to accomplish this project: 1. Attend Design Kickoff Meeting and additional milestone meetings with City staff. The City has requested that we assume there will be three meetings required. 25 ( Page /Cr— ' !, ANDERSON-PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project e' -rE= Main Street to 1st Street «4 2. Provide for utility company coordination by sending out preliminary and final utility notices to pertinent utility companies. These notices will include information about plan requests, prior rights, and any information about whether or not utilities need to be relocated prior to construction of City improvements taking place. 3. Perform design topographic survey to include driveways, trees, signage, street lights, fire hydrants, water and gas valves, manholes,structures, striping, power poles, catch basins,vaults, utilities and easements or lot lines. 4. Perform a geotechnical investigation to provide for recommendations associated with the water and sewer improvements including recommendations for bedding, backfill,groundwater depths, trench excavation setbacks, etc. The City has also requested that we include at least 4 pothole excavations in our scope of work to verify the existing depth, size and material of utilities in question. 5. Investigate and analyze the existing site conditions and provide recommendations or alternatives to accomplish the goals of the proposed improvements required. 6. Submit PS&E for review at 65% level;three hard copies have been requested in the City's REP. 7. Submit PS&E for final review at the 90% level and complete set of specifications. This submittal will incorporate all City and utility company input. 8. Prepare final notice to Utility Companies and give indication as to project schedule .and requirements. 9. After final City approval, provide City of Seal Beach with final bid package ready documents in digital format and one set of mylars signed and sealed by the Project Engineer. 10. Assist the City of Seal Beach with response to any questions that arise during the bid process and prepare any addendum necessary to insure quality bids are submitted by the Contracting community. Survey and Base Mapping Research of Record Information Obtain bench marks, centerline ties, record maps and other available survey data from City of Seal Beach and County of Orange. Field Surveying Project Datum to be used . • Horizontal:State Plane Coordinates • Vertical: NAVD 88(Orange County Surveyor bench mark) Topographic Survey Limits • From driveway approach to driveway approach, and extending 15 feet north and south on intersecting streets,and 20 feet into the intersecting alley for each reach • To existing physical structure such as walls,fences or buildings • Including walkways and carports as described Topographic Survey • Collect standard topographic detail (existing street improvements, drainage structures, curbs, fire hydrants,visible utilities, driveways, alleyway intersections, curb ramps, cross-gutters,street signs,etc.) of features within project limits described above • Dip for invert elevation of storm drain and sewer manholes within and adjacent to project street reaches (verify with engineer) • Provide dip notes (sketch) and pictures of each manhole surveyed ' P a g e e ANDERSON•PENNA. SOU SE!(4 d'�� Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project /e; �y+iMi-- Main Street to 1n Street E` _ Cross-Section Survey • Collect cross-sections at twenty-five foot (25') intervals for each alley reach, within project limits described above • Mapping Topographic • Prepare base mapping of survey detail collected • Review and revise with a field walk and required drafting revisions, if any Centerline and right-of-way • Create record centerline based on retrieved record information and existing centerline monumentation. Not a boundary survey or boundary establishment Geotechnical From the data obtained in the field through a subsurface investigation and from published data, Leighton's geotechnical analyses will identify soil profiles and physical, geochemical and engineering properties of subsurface materials and groundwater conditions impacting the subject underground structures. Leighton provides recommendations for dewatering methods, earthwork and subgrade stabilization, structure foundations, lateral earth pressures for design of structures, pipeline design parameters and backfill specifications (including bedding and backfilling) and loading conditions on buried structures. Leighton addresses construction considerations including trenching issues related to excavatability and rippability, temporary stability of excavations, and lateral earth pressures for shoring design. Leighton is also well versed in pipeline/conduit construction techniques such as boring and jacking, microtunneling and directional drilling. Geotechnical Exploration Plan/Boring Locations • Review geotechnical reports and geology maps available pertinent to the site or other readily available background materials. • Prepare a geotechnical exploration plan, including a map showing locations of the proposed borings and type and depth of borings,for review by the City of Seal Beach. • Proposed boring locations are marked and coordinated with Underground Service Alert (USA)to ensure proper utility clearance. We will apply for encroachment permits from the City of Seal Beach, as required. Borings • Perform a subsurface exploration consisting of drilling, logging, and sampling of five (5) borings spaced approximately 500 feet apart. • The borings will be drilled using hollow-stem auger within the alley north of Ocean Avenue. The borings will be advanced to average depths of 15 feet or refusal,whichever is shallower, and will be logged by a representative of Leighton. • Representative soil samples will be collected at selected depths and transported to Leighton's laboratory for testing. The borings will be backfilled with native soil cuttings and existing asphalt concrete surfaces will be restored with cold patch asphalt. • Traffic control will be provided, as necessary, in accordance with MUTCD guidelines during the subsurface exploration. 27 [ Page /cr -� ANDERSON•PENNA .joisi ., Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1s`Street S- Soil Sampling • Conduct a visual survey of the existing pavement conditions of the alley north of Ocean Avenue, measure the thickness of the existing pavement sections, and sample the subgrade directly below the existing pavement for R-Value testing for pavement rehabilitation. • Perform laboratory testing on selected soil samples to determine the engineering properties of the subsurface soils. The tests may consist of in-situ density and moisture content, sieve analysis,Sand Equivalent, direct shear, R-Values, and corrosivity. • Perform geotechnical engineering analysis of the collected data and develop design recommendations for the pipeline replacements, pavement design and earthwork: – Characterization of earth materials and groundwater level condition (if encountered); – Recommendations for pipe bedding and backfill; – Evaluation of corrosion potential of concrete and metal in contact with onsite soils; – Lateral earth pressures for design of manholes; – Pavement evaluation and design; – Stability of temporary excavations during construction; and – Recommendations for design of temporary trench shoring. Geotechnical Report Prepare a Geotechnical Report presenting our findings and recommendations. The report will include site location map, boring logs and laboratory test results, and will be signed by a Registered Geotechnical Engineer. Value Engineering In conjunction with the geotechnical recommendations, APP's Value Engineering / Concrete Pavement Specialist and Project Engineer will review the proposed pavement sections and explore optional pavement sections that could reduce the construction costs including a reduced section or alternative construction materials. We believe that we can reduce the pavement construction costs by at least 10% versus the City's standard 6" PCC/6"AB section. Preliminary Design Research and Review On all design projects,APP begins by meeting with the Client to refine the specific project design criteria and objectives. The meeting will result in identification of key contacts, design criteria and preliminary design constraints. APP shall collect and review all City record information including, but not necessarily limited to, the following: • As-built drawings • Utility record drawings • Right-of-way record maps • Assessors' parcel maps • Benchmark information and centerline intersection ties Field Review The Project Team will review the project in the field and take photographs of constraints that will impact the proposed alley projects. The photographs will be filed in a photo album with a written description clearly identifying each picture. The albums serve as a constant reference during design and are invaluable when discussing issues at meetings. 28IPage --Nse. A,NDERSON•PENNA efNSEtI e.,_ Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1st Street In addition to the photographs, field reviews will be conducted by the engineering staff to supplement the information provided by the surveyors. We strongly recommend a field review with the City during the preliminary design phase to discuss specific design issues, including the edge join conditions and potential private property impacts for many of the properties. Utility Investigation and Coordination Utility coordination will be ongoing throughout the duration of this project and will consist of the following tasks: • Obtain plans showing location and size of all utility lines and appurtenances within the project area, including any available depth information relating to shallow utilities. • Plot utility lines on plans. • Cross check plotted locations above with field review information to insure that existing lines are shown in the proper location. • As early in the design process as possible, determine where potential utility conflicts exist and where utility modifications are warranted. • Coordinate with affected utility companies regarding conflicts, relocations and improvements. Two (2) full sets of plans will be submitted for comment to each utility agency concurrent with all APP submittals to the City for plan check. Potholing In conjunction with our utility investigation, it is anticipated that we will not be able to accurately locate some of the existing utilities due to lack of good information. We have assumed the potholing of up to four existing utilities to determine the depth,size, location and material of utilities. Utility Detection(Optional) Included as an optional task in our fee estimate, utility detection services can be used to identify the depth of most subsurface utilities. Since we would primarily be concerned with the depth (and alignment) of shallow utilities that could potentially be impacted by the reconstruction of the alleys, the effort would be focused on the utilities that do not have good record information and that could be shallow. We would anticipate that this would generally consist of telephone, cable and gas facilities. Sewer and storm drain depths are usually deeper, plus the manholes can be dipped to verify depths of the facilities. CCTV Existing Sewer(Optional) Given that the City had the existing sewers videotaped approximately five years ago, and that the sewer will be totally reconstructed, we have assumed that additional CCTV effort will not be required. However,we have included the CCTV of all of the existing sewers as an optional task. Preliminary Plans Based upon recommendations provided by APP and feedback from the City, APP will complete the construction bid documents in the form of plans, specifications and estimates (PS&E). We envision the following plan set: Description #Sheets • Title Sheet 1 • Typical Sections 1 • Details 3 • Alley Plans (10 scale) 12 29 ) Page r_ ANDERSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project `, �,, ,h' Main Street to e Street :� l • Sewer Plans (10 scale) 12 • Water Plans (10 scale) 12 • Striping Plans (part of alley plans) 0 TOTAL 41 Sheets Pavement Plans Pavement plans will be prepared using the topographic survey data to create base sheets. The alley improvements will include the reconstruction of the alley approaches at the intersecting side streets, where necessary, in order to provide appropriate joins. We recommend the City consider preparing 10- scale plans. We have used this scale in the past.successfully on our other alley projects. To a large extent,the pavement plans for this project revolve around solving existing drainage problems. In general,there is not a well-defined flowline for the alleys.There are also locations on private property adjacent to the alleys in a number of locations that are lower than the existing alleys. In conjunction with our expanded survey limits (extended to the building/garage face), the APP Team will identify low spots and design the alley flowline accordingly. Exhibit A on the next page reflects actual survey data (performed by the APP Team as a part of our proposal effort) for the alley between 2nd and 3rd Streets, where a significant low spot was noted on the north side of the alley near the midpoint. As identified on the Exhibit, there is a low spot on the private property just south of the intersecting alley—the low spot is 0.48 feet lower than the adjacent finished floor elevation. These are the type of drainage problems that need to be resolved on a case-by- case basis. As identified to in the Key Issues section of the proposal, there are three potential outlets for the alley flowlines being designed —to the easterly or westerly side streets or to the existing intersecting alley to the north. For each alley, we will develop the appropriate proposed alley flowline that will allow us to provide the maximum longitudinal slope possible,while maintaining a reasonable alley cross-slope. A review of the existing grades preliminarily indicates that for some of the alleys, there appear to be elevation differences between the north and the south property line which may necessitate an offset alley flowline. The use of an offset alley flowline can be effectively used to minimize the alley crossfall slopes and to counter the effect of the elevation differences on the two sides of the alley. Design cross- sections will be critical to the design of the alley improvements in order to ensure that private property elevations are being joined and that the alley cross-fall is within an acceptable range (not too flat or too steep). One of the key design issues will be to minimize the impacts to existing development and to determine the best join point at the edges of the alley, which is not always at the right-of-way line. Although the initial intent will be to end the alley rehabilitation/reconstruction at the right-of-way line, each property will have to be evaluated on a case-by-case basis, especially given the wide range of field conditions noted during our preliminary field review. There appear to be several instances where existing private property improvements (walls, landscaping, etc.) extend into the public right-of-way, and City feedback will be needed to determine how to proceed. Signing and striping notes,where applicable,will be added to the alley plans. Water and Sewer Plans As identified in the Project Understanding portion of the Proposal, sewer and water separation criteria must be met. In order to take advantage of the existing manholes, especially the manholes for the 30IPage ANL)ERSON PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project :r:1y�`; --"� Main Street to l"Street { O /` /7v r w Z �- I— J Jo a1 J N N �� W f l / / :./ m [il / _ I d 4 f / flhjD4 // / \ < ,-/ ; J- • z'r ^ , / / f l �� � �? `N' 1.' t' / ;` ,,s *" . " ti_ -, { o _ n. f j O pT�� f� i �g Jq 44 e. ..k. - . " , !`* �� �• �' v, ! ' ma ,Z' qp` ti� iQL;. • g / i 'j >t / `.. - x .. /• / -.' : am# e ;/ , • 13; i 31IPage ANDERSON-PENNA Design o f Ocean Avenue Alley, Waterline and Sewer Replacement Project ' :- -\ Main Street to 1"Street °tucg* intersecting north/south alleys, and to minimize the length of sewer lateral reconstruction, we will initially attempt to maintain the horizontal alignment of the existing sewer main. Based on the extent of the other existing utilities in each alley, the horizontal alignment of the proposed water main will also be established. Upon establishment of the proposed horizontal alignments, separate 10-scale plan and profile drawings will be prepared for the water and sewer improvements. For the sewer plans, manholes will be rehabilitated and connection details will be provided to tie the existing sewer laterals to the proposed sewer main. Profiles will have to account for the potential that the downstream sewer in the intersecting alleys could be 6-inch diameter pipes. For the water plans, in addition to the proposed 8-inch water main plan and profile, notes and details will also be prepared for the replacement of water gate valves, services, meters, fire hydrants and other appurtenances. The proposed sewer main profile will also be shown on the water plans to assist in identifying areas where potential vertical conflicts exist and so that details can be provided to reconstruct laterals as necessary. Final Plans Title Sheet,General Notes &Detail Sheets APP will prepare the above sheets in conformance with City Standards, showing vicinity map, general notes, names and numbers of utility companies,typical cross sections, etc. Plan and Profile Sheets The plan and profile sheets will show the horizontal and vertical alignments in combined plan and profile base sheets.The plans will show the centerline, curb median, curb and gutter lines, sidewalk, driveways, right-of-way lines, existing improvements, existing sewer lines and water mains, in addition to all necessary construction details and at connection points. Trenching details and method of construction Will also be shown on the plans. The plans will also show all the existing utilities as well as typical cross sections of the streets showing vertical and horizontal clearances of the utilities. Stage Construction Plans Stage construction plans are not anticipated to be necessary since alleys will be constructed by closing one alley at a time. Storm Water Pollution Prevention Plan—SWPPP(optional) Preparation of a Stormwater Pollution Prevention Plan (SWPPP) can be prepared by APP staff in accordance with the Industrial Storm Water General Permit Order No.97-03-DWQ adopted in 1997. A Notice of Intent (N01) will be submitted to the State Water Resources Control Board and a SWPPP will be prepared which will include:the identified pollution prevention team, a Site Map, identified potential pollutants and source, an inventory of materials and chemicals and associated pollutants,Source Control (Structural and Non-Structural) Best Management Practices (BMPs), an ongoing training plan to implement BMPs, and an evaluation and monitoring plan for pollutant sampling and analysis. Specifications Specifications will be prepared in conformance with City of Seal Beach's format. Items requiring special attention are anticipated to include protecting existing utilities, maintaining sewer and water service, and any construction phasing for the alleys during construction. In addition, APP will prepare the Bid Schedule that need to be incorporated into the Specifications. 32 ( Page ANDERSON•PENNA 40<-: Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project rf-.,•_�_ Main Street to 1st Street Cost Estimate and Quantity Takeoff APP will prepare and submit to the City a detailed engineer's construction cost estimate, in MS Excel format, including quantities and costs based on the final design. Meetings APP will meet with City engineers at appropriate intervals to discuss design issues and project schedule. Submittals APP will submit three (3) sets of PS&E at 65%, 90%, and 100% design levels to the City for review and approval. Once the project is approved by the City staff, APP will provide the City with 24" x 36" Mylar sheets (reproducible master) and three (3) copies of the Final PS&E. Project Management/Quality Assurance and Quality Control The Project Management task is directed at the organization, planning and control of the project team. Activities include scheduling and monitoring of the project team, cost control and an active quality control program. Quality Control will be an ongoing task throughout the duration of the project. In addition to the Quality Control by the Project Manager, a Quality Control engineer that is not involved in the project will review the plans. The QC engineer will do a technical evaluation of the plans, cost estimate and the project specifications. The review comments are transmitted to the Project Manager during a subsequent meeting. Construction Assistance APP will assist the City with responding to all written requests for clarification and will prepare addenda(s) if necessary. In addition,APP will assist the City with the following services: • Provide clarification of contract documents, as necessary,during the construction phase. • Review submittals,shop drawing, and material certifications,as requested. • Provide engineering assistance related to change order work initiated by the City, as requested. • Subsequent to construction, draft in ink all changes to the original mylar bid plans. Also, revise digital files using record drawings and provide updated digital files in AutoCAD format. 33 ( Page ANDERSON•PENNA yt,E CEL(p Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project rTh 4 e `� Main Street to ft Street Client References The APP Project Team has an established reputation of providing quality services. We have provided similar services to the agencies listed below, and we encourage you to contact those listed below. City of Laguna Beach City of Newport Beach Steve May, PE, Director of Public Works/City David Webb, PE, Deputy Public Works Director/ Engineer City Engineer 505 Forest Avenue 3300 Newport Blvd. Laguna Beach, CA 92651 Newport Beach, CA 92663 (949)497-0351 (949) 644-3328 City of Fountain Valley City of Huntington Beach Mark Lewis, PE/TE, Director of Public Works /City Debbie DeBow, PE, Principal Engineer Engineer 2000 Main Street 10200 Slater Ave Huntington Beach,CA 92648 Fountain Valley, CA 92708 (714) 536-5528 (714) 593-4400 City of Tustin City of Downey Dana R. Kasdan, Engineering Services Manager Desi Gutierrez, PE, Senior Engineer 300 Centennial Way 11111 Brookshire Ave Tustin CA 92780 Downey, CA 90241 (714) 573-3150 (562) 271-3188 Following is a reference letter from the City of Long Beach regarding Project Engineer, Matt Stepien, PE. • 34 ) Page ANDERSON PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to in Street tr CITY OF LONG BEACH. OEP/RT.AENT OF Pusuc Wop'cs 333 W.Ocean 9oseve;d 'c 6tac,CA£3903 -� (i1]lu]C_2]: %A%i56=0.5GR ENGN-anC/AOMIN • July 20,2010 To whom it may concern: • I am pleased to present this letter of recommendation for Matt Stepien in conjunction with the Civil Engineering for Various On-Cell Projects at the City of Long Beach contract,which he has managed for KFM Engineering from 2008-present. Services have included various design • services for roadway rehabilitation and widening,parking lots,street lighting,and utilities,which include the preparation of plans, specification, and engineer's estimate. KFM,under Mr.Stepien's management,has become one of few civil engineering consulting firms that the City of Long Beach Design Division can rely upon fora consistent,timely,quality product. Mr,Stepien has consistently provided the City with a superior level of professional engineering services with the following characteristics: cost-effective,.-flexible, technically sound, and responsive. Mr.Stepien is a problem solver and his management style enables the City to obtain accurate information on the details of the project in a timely manner. Mr. Stepien's responsiveness,professionalism,enthusiasm, and willingness to go the ektra mile to meet the City's needs have contributed-greatly to the timely and successful completion of numerous • projects given to KFM. I took forward to continuing a working relationship with Mr.Stepien and highly recommend him for future public works engineering projects. • Sincerely, sI • •Fillip H, Balrneo, P.E. Assistant City Engineer • Pss • • 35IPage ANDERSON-PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project 47, kr= Main Street to 1s`Street '1 Disclosure No members of the APP Project Team have any personal, professional or financial relationships with any officer or employee of the City. • 36 [ Page ANDEPSON•PENNA Exhibit B ANDERSON • PENNA • PARTNERS IN PROJECT DELIVERY• July 10, 2012 City of Seal Beach Department of Public Works 211 Eighth Street Seal Beach, CA 90740 Attention: Cesar Rangel Subject:Ocean Avenue Alley Waterline and Sewer Replacement Project from 1s`Street to Main Street Dear Cesar: Based on our recent discussions, we are submitting this change order request for the Closed Caption Television (CCTV) inspection of the sewers in the alleys north of Ocean Avenue. This effort will be performed by National Plant Services, Inc. and delivered in WinCan v8 format. We are requesting written authorization for the additional work specified and the corresponding additional fee of$2,870. Please contact Matt Stepien at(949) 370-3164 or mstepien @andpen.com if the City requires any permits or traffic handling to complete this work. Sincerely, AndersonPenna Partners, Inc. AndersonPenna Partner Matt Stepien, PE Lisa M. Penna, PE Project Engineer Executive Vice President, Municipal Services 20280 Acacia Street, Suite 100 • Newport Beach, CA 92660 www.andpen.com PHN 949 428 1500 • FAX 949 258 5053 Certified UDBE DESIGN PROFESSIONAL SERVICES AGREEMENT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS PROJECT FROM MAIN STREET TO 1ST STREET PROJECT NO. WT1201 between EA(�BF► V , Fp •X11 iO sQi >Q',�Q i k kEP 1\if it=4' City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 Anderson Penna Partners, Inc. 20280 Acacia Street, Suite 100 Newport Beach, CA 92660 (949) 428-1500 This Design Professional Services Agreement ("the Agreement") is made as of May 14, 2012 (the "Effective Date"), by and between Anderson Penna Partners, Inc. ("Consultant"), a Corporation, and the City of Seal Beach ("City"), a California charter city, (collectively, "the Parties"). 1 of 11 RECITALS A. City desires certain professional services. B. Pursuant to the authority provided by its City Charter and Government Code § 37103, if applicable, City desires to engage Consultant to provide Water and Sewer Design services in the manner set forth herein and more fully described in Section 1. C. Consultant represents that the principal members of its firm are qualified professional engineers and are fully qualified to perform the services contemplated by this Agreement in a good and professional manner; and it desires to perform such services as provided herein. NOW THEREFORE, in consideration of the Parties' performance of the promises, covenants, and conditions stated herein, the Parties hereto agree as follows. AGREEMENT 1.0 Scope of Services 1.1. Consultant shall provide those services ("Services") set forth in the attached Exhibit A. To the extent that there is any conflict between Exhibit A and this Agreement, this Agreement shall control. 1.2. Consultant shall perform all services under this Agreement on a timely, regular basis and in a manner reasonably satisfactory to the City. 1.3. In performing this Agreement, Consultant shall comply with all applicable provisions of federal, State, and local law. 1.4. As a material inducement to City to enter into this Agreement, Consultant hereby represents that it has the experience necessary to undertake the services to be provided. In light of such status and experience, Consultant hereby covenants that it shall follow the customary professional standards in performing all services. 1.5. By executing this Agreement, Consultant represents that, to the extent required by the standard of practice, Consultant (a) has investigated and considered the scope of services to be performed, (b) has carefully considered how the services should be performed, and (c) understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. 2.0 Term The term of this Agreement shall commence as of the Effective Date and shall continue for 60 days unless previously terminated as provided by this Agreement. 2 of 11 3.0 Consultant's Compensation City will pay Consultant in accordance with the fee schedule set forth in Exhibit B for Services but in no event will the City pay more than $84,905. Consultant will not be compensated for any work performed not specified in the Scope of Services unless the City authorizes such work in advance and in writing. 4.0 Method of Payment 4.1. Consultant shall submit to City monthly invoices for all services rendered pursuant to this Agreement. Such invoices shall be submitted within 15 days of the end of the month during which the services were rendered and shall describe in detail the services rendered during the period, the days worked, number of hours worked, the hourly rates charged, and the services performed for each day in the period. City will pay Consultant within 30 days of receiving Consultant's invoice. City will not withhold any applicable federal or state payroll and other required taxes, or other authorized deductions from payments made to Consultant. 4.2. Upon receipt of 24 hours' notice from City, Consultant shall allow City or City's agents or representatives to inspect at Consultant's offices during reasonable business hours all records, invoices, time cards, cost control sheets and other records maintained by Consultant in connection with this Agreement. City's rights under this Section 4.2 shall survive for two years following the termination of this Agreement. 5.0 Termination 5.1. This Agreement may be terminated by City, without cause, or by Consultant based on reasonable cause, upon giving the other party written notice thereof not less than thirty 30 days prior to the date of termination. 5.2. This Agreement may be terminated by City upon 10 days' notice to Consultant if Consultant fails to provide satisfactory evidence of renewal or replacement of comprehensive general liability insurance as required by this Agreement at least 20 days before the expiration date of the previous policy. 6.0 Party Representatives 6.1. The City Manager is the City's representative for purposes of this Agreement. 6.2. Lisa M. Penna, P.E. is the Consultant's representative for purposes of this ,Agreement. It is expressly understood that the experience, knowledge, capability, and reputation of Lisa M. Penna were a substantial inducement for City to enter into this Agreement. Therefore, Lisa M. Penna shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to 3 of 11 personally supervise the services hereunder. Consultant may not change its representative without the prior written approval of City, which approval shall not be unreasonably withheld. 7.0 Notices 7.1. All notices permitted or required under this Agreement shall be deemed made when personally delivered or when mailed 48 hours after deposit in the United States Mail, first class postage prepaid and addressed to the party at the following addresses: To City: City of Seal Beach 211 - 8th Street Seal Beach, California 90740 Attn: City Manager To Consultant: Anderson Penna Partners, Inc. 20280 Acacia Street, Suite 100 Newport Beach, CA 92660 Attn: Lisa M. Penna, P.E. 7.2. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. 8.0 Independent Contractor 8.1. Consultant is an independent contractor and not an employee of the City. All services provided pursuant to this Agreement shall be performed by Consultant or under its supervision, and all personnel shall possess the qualifications, permits, and licenses required by State and local law to perform such Services, including, without limitation, a City of Seal Beach business license as required by the Seal Beach Municipal Code. Consultant will determine the means, methods, and details of performing the services. Consultant shall be solely responsible for the satisfactory work performance of all personnel engaged in performing the services and compliance with the customary professional standards. 8.2. Any additional personnel performing services under this Agreement on behalf of Consultant shall also not be employees of City and shall at all times be under Consultant's exclusive direction and control. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of services under this Agreement and as required by law. Consultant shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: Social Security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance. 4 of 11 8.3. Consultant shall indemnify and hold harmless City and its elected officials, officers and employees, servants, designated volunteers, and agents serving as independent contractors in the role of City officials, from any and all liability, damages, claims, costs and expenses of any nature to the extent arising from Consultant's personnel practices. City shall have the right to offset against the amount of any fees due to Consultant under this Agreement any amount due to City from Consultant as a result of Consultant's failure to promptly pay to City any reimbursement or indemnification arising under this Section 8. 9.0 Confidentiality Consultant covenants that all data, documents, discussion, or other information developed or received by Consultant or provided for performance of this Agreement are deemed confidential and shall not be disclosed by Consultant without prior written authorization by City. City shall grant such authorization if applicable law requires disclosure. All City data shall be returned to City upon the termination of this Agreement. Consultant's covenant under this Section shall survive the termination of this Agreement. 10.0 Subcontractors No portion of this Agreement shall be subcontracted without the prior written approval of City. Consultant is fully responsible to City for the performance of any and all subcontractors. 11.0 Assignment Consultant shall not assign or transfer any interest in this Agreement whether by assignment or novation, without the prior written consent of City. Any purported assignment without such consent shall be void and without effect. 12.0 Insurance 12.1. Liability Insurance. Consultant shall procure and maintain in full force and effect for the duration of this Agreement insurance against claims for injuries to persons or damages to property and professional negligence which may arise from or in connection with the performance of the services hereunder by Consultant, and its agents, representatives, employees and subcontractors. 12.2. Minimum Scope of Insurance. Unless otherwise approved by City, coverage shall be at least as broad as: Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001). 5 of 11 Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto). Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance. Professional Liability insurance. Consultant shall provide to City the standard form issued by the carrier. 12.3. Minimum Limits of Insurance. Consultant shall maintain limits no less than: General Liability: $2,000,000 per occurrence and in the aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this Agreement or the general limit shall be twice the required occurrence limit. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. Employer's Liability: $1,000,000 per accident and in the aggregate for bodily injury or disease and Workers' Compensation Insurance in the amount required by law. Professional Liability: $1,000,000 per claim/aggregate. 12.4. Deductibles and Self-Insured Retentions. Consultant shall inform City of any deductibles or self-insured retentions except with respect to professional liability insurance. 12.5. Other Insurance Provisions. The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions: 12.5.1. City, its officers, officials, employees, designated volunteers and agents serving as independent contractors in the role of City officials, are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, hired or borrowed by Consultant. The coverage shall contain no limitations on the scope of protection afforded to City, its officers, officials, employees, designated volunteers or agents serving as independent contractors in the role of City officials which are not also limitations applicable to the named insured. 12.5.2. For any claims related to this Agreement, Consultant's insurance coverage shall be primary insurance as respects City, its officers, officials, employees, designated volunteers and agents serving as independent contractors in the 6 of 11 role of City officials. Any insurance or self-insurance maintained by City, its officers, officials, employees, designated volunteers or agents serving as independent contractors in the role of City officials shall be excess of Consultant's insurance and shall not contribute with it. 12.5.3. Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 12.5.4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled or materially modified except after 30 days' prior written notice by first class mail has been given to City, or 10 days' prior written notice by express overnight mail if cancellation is due to nonpayment of premiums. 12.5.5 Each insurance policy, except for the professional liability policy, required by this clause shall expressly waive the insurer's right of subrogation against City and its elected officials, officers, employees, servants, attorneys, designated volunteers, and agents serving as independent contractors in the role of City officials. 12.6. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:Vlll unless waived in writing by City's Risk Manager. 12.7. Verification of Coverage. All insurance coverages shall be confirmed by execution of endorsements on forms approved by City. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by City before services commence. As an alternative to City forms, Consultant's insurer may provide complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications. 13.0 Indemnification, Hold Harmless, and Duty to Defend 13.1 Indemnity for Design Professional Services. In connection with its design professional services, Consultant shall hold harmless and indemnify City, and its elected officials, officers, employees, servants, designated volunteers, and those City agents serving as independent contractors in the role of City officials (collectively, "Indemnitees"), with respect to any and all claims, demands, damages, liabilities, losses, costs or expenses, including reimbursement of attorneys' fees and costs of defense (collectively, "Claims" hereinafter), including but not limited to Claims relating to death or injury to any person and injury to any property, which arise out of, pertain to, or relate to in whole or in part to the negligence, recklessness, or willful misconduct of Consultant or any of its officers, employees, subcontractors, or agents in the performance of its design professional services under this Agreement. 7 of 11 13.2 Other Indemnitees. In connection with any and all claims, demands, damages, liabilities, losses, costs or expenses, including attorneys' fees and costs of defense (collectively, "Damages" hereinafter) not covered by Subsection 13.1, Consultant shall defend, hold harmless and indemnify the Indemnitees with respect to any and all Damages, including but not limited to, Damages relating to death or injury to any person and injury to any property, which arise out of, pertain to, or relate to the acts or omissions of Consultant or any of its officers, employees, subcontractors, or agents in the performance of this Agreement, except for such loss or damage arising from the sole negligence or willful misconduct of the City, as determined by final arbitration or court decision or by the agreement of the parties. Consultant shall defend Indemnitees in any action or actions filed in connection with any such Damages with counsel of City's choice, and shall pay all costs and expenses, including all attorneys' fees and experts' costs actually incurred in connection with such defense. Consultant's duty to defend pursuant to this Subsection 13.2 shall apply independent of any prior, concurrent or subsequent misconduct, negligent acts, errors or omissions of Indemnitees. 14.0 Conflict of Interest 14.1. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which may be affected by the Services, or which would conflict in any manner with the performance of the Services. Consultant further covenants that, in performance of this Agreement, no person having any such interest shall be employed by it. Furthermore, Consultant shall avoid the appearance of having any interest, which would conflict in any manner with the performance of the Services. Consultant shall not accept any employment or representation during the term of this Agreement which is or may likely make Consultant "financially interested" (as provided in California Government Code §§ 1090 and 87100) in any decision made by City on any matter in connection with which Consultant has been retained. 14.2. Consultant further warrants and maintains that it has not employed or retained any person or entity, other than a bona fide employee working exclusively for Consultant, to solicit or obtain this Agreement. Nor has Consultant paid or agreed to pay any person or entity, other than a bona fide employee working exclusively for Consultant, any fee, commission, gift, percentage, or any other consideration contingent upon the execution of this Agreement. Upon any breach or violation of this warranty, City shall have the right, at its sole and absolute discretion, to terminate this Agreement without further liability, or to deduct from any sums payable to Consultant hereunder the full amount or value of any such fee, commission, percentage or gift. 14.3. Consultant warrants and maintains that it has no knowledge that any officer or employee of City has any interest, whether contractual, noncontractual, financial, proprietary, or otherwise, in this transaction or in the business of Consultant, and that if any such interest comes to the knowledge of Consultant at any time during the term of this Agreement, Consultant shall immediately make a complete, written disclosure of such interest to City, even if such interest would not be deemed a prohibited "conflict of interest" under applicable laws as described in this Subsection. 8 of 11 15.0 Equal Opportunity Consultant affirmatively represents that it is an equal opportunity employer. Consultant shall not discriminate against any subcontractor, employee, or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex, sexual orientation, or age. Such non-discrimination includes, but is not limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or termination. 16.0 Labor Certification By its signature hereunder, Consultant certifies that it is aware of the provisions of Section 3700 of the California Labor Code that require every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services. 17.0 Entire Agreement This Agreement contains the entire Agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings, or agreements. This Agreement may only be modified by a writing signed by both Parties. 18.0 Severability The invalidity in whole or in part of any provisions of this Agreement shall not void or affect the validity of the other provisions of this Agreement. 19.0 Governing Law This Agreement shall be governed by and construed in accordance with the laws of the State of California. 20.0 No Third Party Rights No third party shall be deemed to have any rights hereunder against either Party as a result of this Agreement. 21.0 Waiver No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. In no event shall the making by City of any payment to Consultant constitute or be construed as a waiver by City of any breach of covenant, or any default which may then exist on the part of Consultant, and the making of any such payment by City shall in no way impair or prejudice any right or 9 of 11 remedy available to City with regard to such breach or default. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel, or otherwise. 22.0 Prohibited Interests Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City has the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom. 23.0 Attorneys' Fees If a Party commences any legal, administrative or other action against the other Party arising out of or in connection with this Agreement, the prevailing Party in such action shall be entitled to have and recover from the losing Party all of its attorneys' fees and other costs incurred in connection therewith. 24.0 Exhibits All exhibits referenced in this Agreement are hereby incorporated into the Agreement as if set forth in full herein. In the event of any material discrepancy between the terms of any exhibit so incorporated and the terms of this Agreement, the terms of this Agreement shall control. 25.0 Corporate Authority The persons executing this Agreement on behalf of the Parties warrant that they are duly authorized to execute this Agreement on behalf of said Parties and that by their execution, the Parties are formally bound to the provision of this Agreement. 10 of 11 IN WITNESS WHEREOF, the Parties hereto, through their respective authorized representatives have executed this Agreement as of the date and year first above written. CITY OF SEAL BEACH CONSULTANT By: , i , 11/ m By: aots,dr I�r ngram, City 6.ger Name: A)7€1, 'ice,/tt, Lucent Its: PriviG/04.1/ ere' Attest: By: Li, .x.� —A1,44 By: `. �c�— V nda Devine, City Clerk Name: Lima M . Its: PPM u PAL— Approved as to Form: By: (- 217 6'04,14,A/ Quinn Barrow, City Attorney 11 of 11 Client#: 12965 ANDERPART ACORDTM CERTIFICATE OF LIABILITY INSURANCE 07/19/2012 ) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dealey,Renton&Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 10550 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Santa Ana,CA 92711-0550 714 427-6810 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Property Casualty Co 25674 AndersonPenna Partners, Inc. INSURER B: U.S.Specialty Insurance Compan 20280 Acacia Street,#100 INSURER C: Newport Beach, CA 92660 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD' POLICY EFFECTIVE POLICY EXPIRATION LTR INSR• TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY1 LIMITS A GENERAL LIABILITY 6803052L77A 08/01/12 08/01/13 EACH OCCURRENCE $1,000,000 © COMMERCIAL GENERAL LIABILITY General Liab. PREMISES(ERENTED cc nce) $1,000,000 ■■ CLAIMS MADE © OCCUR excludes claims MED EXP(Any one person) $10,000 arising out of PERSONAL&ADV INJURY $1,000,000 I © the performance GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER of professional PRODUCTS-COMP/OP AGG $2,000,000 POLICY n PRO n LOC services. JECT A AUTOMOBILE LIABILITY BA3053L556 08/01/12 08/01/13 COMBINED SINGLE LIMIT $1,000,000 © ANY AUTO (Ea accident) ■ ALL OWNED AUTOS BODILY INJURY ■ SCHEDULED AUTOS (Per person) © HIRED AUTOS BODILY INJURY © NON-OWNED AUTOS (Per accident) ■ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ■ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY CUP6874Y728 08/01/12 08/01/13 EACH OCCURRENCE $1,000,000 © OCCUR n CLAIMS MADE Umbrella Form AGGREGATE $1,000,000 Excludes Profl _ $ ■ DEDUCTIBLE Liability _ $_ RETENTION $ $ A WORKERS COMPENSATION AND UB3708T659 06/01/12 06/01/13 X I OR STATU- I IOER TORY I IMITS EMPLOYERS'LIABILITY ANY PROPRIE1OR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 B OTHER Professional USS1223133 08/01/12 08/01/13 $1,000,000 per claim Liability $2,000,000 annl aggr. Retro: 8/1/2005 $35,000 Ded. per claim DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re:All Operations as pertains to named insured. The City of Seal Beach, its officers,officials,employees,designated volunteers and agents serving as independent contractors in the role of City officials are Additional Insured as respects to General&Auto (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Seal Beach DATE THEREOF,THE ISSUING INSURER WILL RCRx9C MAIL 3A DAYS WRITTEN Attn: City Manager NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,maymognompoommiu 211 8th Street YSEVARMIXAMARNIIKAXX)01411XXIIX91XXIMUCIOXXKIXPAIKEMMINAROLUOROCX Seal Beach, CA 90740 xxixiesxxxxxxxx 7EPRENTATIVEE • ACORD 25(2001/08)1 of 2 #S344181/M344159 RLL o ACORD CORPORATION 1988 , DESCRIPTIONS (Continued from Page 1) Liability coverage as required by written contract. Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to General Liability coverage. Separation of Insureds Except with respect to the Limits of Insurance,and any rights or duties specifically assigned in this Coverage Part 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 claim is made or suit is brought. Waiver of Subrogation included in Work Comp.coverage as required by written contract. 1 AMS 25.3(2001/08) 2 of 2 #S3441811M344159 AndersonPenne Partners,Inc. 6803052L77A 08(01112 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED (ARCHITECTS, ENGINEERS AND SURVEYORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. The following is added to WHO IS AN INSURED INSURANCE (Section III) for this Coverage (Section II): Part. Any person or organization that you agree in a B. The following is added to Paragraph a. of 4. "contract or agreement requiring insurance" to in- Other Insurance in COMMERCIAL GENERAL dude as an additional insured on this Coverage LIABILITY CONDITIONS (Section IV): Part, but only with respect to liability for"bodily in- However, if you specifically agree in a "contract or jury", "property damage" or "personal injury" agreement requiring insurance" that the insurance caused, in whole or in part, by your acts or omis- provided to an additional insured under this Cov- sions or the acts or omissions of those acting on erage Part must apply on a primary basis, or a your behalf: primary and non-contributory basis, this insurance a. In the performance of your ongoing opera- is primary to other insurance that is available to tions; such additional insured which covers such addi- b. In connection with premises owned by or tional insured as a named insured, and we will not rented to you; or share with the other insurance, provided that: c. In connection with "your work" and included (1) The "bodily injury" or "property damage" for within the "products-completed operations which coverage is sought occurs; and hazard". (2) The "personal injury" for which coverage is Such person or organization does not qualify as sought arises out of an offense committed; an additional insured for "bodily injury", "property after you have entered into that "contract or damage" or "personal injury" for which that per- agreement requiring insurance". But this insur- son or organization has assumed liability in a con- ance still is excess over valid and collectible other tract or agreement. insurance, whether primary, excess, contingent or The insurance provided to such additional insured on any other basis, that is available to the insured is limited as follows: when the insured is an additional insured under d. This insurance does not apply on any basis to any other insurance. any person or organization for which cover- C. The following is added to Paragraph 8. Transfer age as an additional insured specifically is Of Rights Of Recovery Against Others To Us added by another endorsement to this Cover- in COMMERCIAL GENERAL LIABILITY CON- age Part. DITIONS (Section IV): e. This insurance does not apply to the render- We waive any rights of recovery we may have ing of or failure to render any "professional against any person or organization because of services". payments we make for "bodily injury", "property f. The limits of insurance afforded to the addi- damage" or "personal injury" arising out of "your tional insured shall be the limits which you work" performed by you, or on your behalf, under agreed in that "contract or agreement requir- a "contract or agreement requiring insurance"with ing insurance" to provide for that additional that person or organization. We waive these insured, or the limits shown in the Declare- rights only where you have agreed to do so as tions for this Coverage Part, whichever are part of the "contract or agreement requiring insur- less. This endorsement does not increase the ance" with such person or organization entered limits of insurance stated in the LIMITS OF into by you before, and in effect when, the "bodily CG D3 81 09 07 ©2007 The Travelers Companies,Inc. Page 1 of 2 Includes the coovriahted material of Insurance Services Office. Inc..with its permission • COMMERCIAL GENERAL LIABILITY injury" or "property damage" occurs, or the "per- erage Part, provided that the "bodily injury" and sonal injury"offense is committed. "property damage" occurs, and the "personal in- D. The following definition is added to DEFINITIONS Jury"is caused by an offense committed: (Section V): a. After you have entered into that contract or "Contract or agreement requiring insurance" agreement; means that part of any contract or agreement un- b. While that part of the contract or agreement is der which you are required to include a person or in effect; and organization as an additional insured on this Coy- c. Before the end of the policy period. Page 2 of 2 0 2007 The Travelers Companies,Inc. CG D3 81 09 07 Includes the coovriahted material of Insurance Services Office. Inc..with its permission AndersonPenna Partners, Inc. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY • ENDORSEMENT WC 99 03 76(00)-- POLICY NUMBER: UB3708T659 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - CALIFORNIA (BLANKET WAIVER) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be %of the California workers'compensation premium otherwise due on such remuneration. Schedule Person or Organization: Job Description: Re:All Operations as pertains to named insured.The City of Seal Beach,its officers,officials,employees,designated volunteers and agents serving as City of Seal Beach independent contractors in the role of City officials Attn:City Manager 211 8th Street Seal Beach,CA 90740 DATE OF ISSUE: 06/01/12 POLICY NUMBER: BA3053L556 COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s)who are "insureds"under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement effective 08/01/12 /� Named Insured Countersigned by 44-. 1 AndersonPenna Partners,Inc. (Authorized Representative) SCHEDULE Name of Person(s) or Organization(s): Additional Insured Continued:Re:All Operations as pertains to named insured.The City of Seal Beach,its officers,officials,employees, designated volunteers and agents serving as independent contractors in the role of City officials (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1