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Home My WebLink AboutCC AG PKT 2010-09-13 #S AGENDA STAFF REPORT DATE: September 13, 2010 TO: Honorable Mayor and City Council THRU: David N. Carmany, City Manager FROM: Sean P. Crumby, P.E., Director of Public Works SUBJECT: ORANGE COUNTY FLOOD CONTROL 12" WATER MAIN PROJECT NO. WT0901 - AWARD OF DESIGN CONTRACT SUMMARY OF REQUEST: Adopt Resolution No. 6061 awarding a professional services agreement with AKM Engineers for $50,100 to prepare plans, specifications and cost estimates for a new 12" water line in the Orange County Flood Control District easement. BACKGROUND: The City of Seal Beach has operated a water main running along the western edge of the city between Pacific Coast Highway and Westminster Avenue. This water main is crucial to the operation of the system. It is located on County of Orange property and has been in place through an encroachment permit. In 2005 the county began construction on a flood control pump station and notified the City that the existing water main would have to be moved. In response, City staff negotiated a utility easement with the county thereby giving property rights to the water main and abandoned the line in place. On the April 24, 2006 City Council Meeting, Council approved a 30 foot wide grant of easement from the Orange County Flood Control District (District) to the City of Seal Beach to construct a new water line starting on Adolfo Lopez to the new District's storm water pump station. A map of the easement is attached. This new water line will function in the same manner as the line that was abandoned. The District is nearing the completion (December 2010) of the new flood control pump station. The pump station will improve the operation of the Retarding Basin which will improve flood control capacity in and around the City of Seal Beach. The approved grant of easement outlines specific terms and conditions for the District and City of Seal Beach. See attached grant of easement. As part of a condition, the City was required to remove the City's existing water line. The existing water line served as a transmission line serving the southern portion of the City. Agenda Item S Page 2 The easement granted by the District does not however extend to Adolfo Lopez Drive. It ends approximately 250' west of Adolfo Lopez Drive. During the development of the Heron Point project the City negotiated a utility easement with Hellman Ranch for this remaining area. The easement from Hellman Ranch connects the Orange County Flood Control Easement with Adolfo Lopez Drive. The recommended action awards a professional services agreement to a consulting engineering firm to prepare the plans, specifications and cost estimate for the transmission water line that will lie within these easements. The transmission line will lie from Adolfo Lopez Drive and extend westerly to the existing water main that was removed for the District Storm Drain lift station. On the July 12, 2010 City Council meeting, Council approved the Request for Proposals and authorized solicitation for proposals. On August 31, 2010, staff received five (5) proposals from AKM Engineers, Civiltec, Harris and Associates, IEC and RBF. A panel reviewed the proposals and selected AKM Engineers as the most qualified firm with the best understanding of the project. AKM Engineers has a proven track record of professional work and over the years provided quality work. Staff recommends AKM Engineers for this project. ENVIRONMENTAL REVIEW This project is part of the Los Alamitos Pump Station Mitigated Negative Declaration certified on March 6, 2007, State Clearing House No. 2003071158. FINANCIAL IMPACT: In the approved 09/10 Budget, $500,000 was allocated for this project. At the October 26, 2009 City Council Meeting, Council approved postponing this project to the current fiscal year. At this time, staff is requesting a budget amendment to include this project budget of $500,000 of Water Capital Funds and award a design contract to AKM Engineers for $50,100. RECOMMENDATION: It is recommended City Council adopt Resolution No. 6061 awarding a professional services agreement with AKM Engineers for $50,100 to prepare plans, specifications and cost estimate for a new 12" water line in the Orange County Flood Control District easement. SUB / TTED BY NOTED AND APPROVED: 4.. ca =l Sean P. Crumby P.E. V David N. Carmahy Director of Public Works City Manager Prepared by: Michael Ho, City Engineer Attachment "A" Resolution No. 6061 RESOLUTION NUMBER 6061 A RESOLUTION OF THE SEAL BEACH CITY COUNCIL APPROVING A PROFESSIONAL SERVICES AGREEMENT FOR DESIGN SERVICES IN CONNECTION WITH NEW 12" WATER LINE IN THE ORANGE COUNTY FLOOD CONTROL DISTRICT EASEMENT- ADOLFO LOPEZ DRIVE THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE: Section 1. The City Council hereby approves the professional services agreement ( "Agreement ") between the City of Seal Beach and AKM Engineers for the new 12" water line in the Orange County Flood Control District at Adolfo Lopez Drive for $50,100. Section 2. The Council hereby directs the City Manager to execute the Agreement. PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a regular meeting held on the 13th day of September , 2010 by the following vote: AYES: Council Members NOES: Council Members ABSENT: Council Members ` ABSTAIN: Council Members • Mayor ATTEST: City Clerk STATE OF CALIFORNIA } COUNTY OF ORANGE } SS CITY OF SEAL BEACH } 1, Linda Devine, City Clerk of the City of Seal Beach, do hereby certify that the foregoing resolution is the original copy of Resolution Number 6061 on file in the office of the City Clerk, passed, approved, and adopted by the City Council at a regular meeting held on the 13th day of September , 2010. City Clerk Attachment "B" Professional Service Agreement DESIGN PROFESSIONAL SERVICES AGREEMENT FOR ORANGE COUNTY FLOOD CONTROL 12 -INCH WATERMAIN between s'F SE4 " "• City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 • AKM Consulting Engineers, Inc. 553 Wald Irvine, California 92618 (949) 753 -7333 This Design Professional Services Agreement ( "the Agreement ") is made as of the 13 day of September, 2010 (the "Effective Date "), by and between AKM Consulting Engineers, Inc. ( "Consultant "), and the City of Seal Beach ( "City "), a California charter city, (collectively , "the Parties "). 1 of 11 S7296- 0200 112144260.doc 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 Design Professional 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, 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 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 125 days unless previously terminated as provided by this Agreement. 2of11 S7296- 0200 \1214436v1.doo 3.0 Consultant's Compensation City will pay Consultant in accordance with the hourly rates shown on the fee schedule set forth in Exhibit B for Services but in no event will the City pay more than $50,100. 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 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. Any additional work authorized by the City pursuant to this Section will be compensated in accordance with the 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 -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 Tess 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. Zeki Kayiran is the Consultant's representative for purposes of this • Agreement. It is expressly understood that the experience, knowledge, capability, and • reputation of Zeki Kayiran were a substantial inducement for City to enter into this Agreement. Therefore, Zeki Kayiran shall be responsible during the term of this 3 of 11 57296- 0200t1214436v1.doc Agreement for directing all activities of Consultant and devoting sufficient time to 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 911 Seal Beach Boulevard Seal Beach, California 90740 Attn: City Manager To Consultant: AKM Consulting Engineers, Inc. 553 Wald Irvine, California 92618 Attn: Zeki Kayiran 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. 4of11 57296- 0200 \1214436v1.doc 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 subconsultants. 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). Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto). 5 of 11 57296- 020011214436v1.doc Worker's 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 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. 6of11 87296- 0200 \1214436v1.dac 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:VIII 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 defend, 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 (collectively, "Claims" hereinafter), including but not limited to, Claims relating to death or injury to any person and injury to any property, to the extent to which they arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant or any of its officers, employees, subcontractors, or agents in the performance of its professional services under this Agreement, but not to the extent the result of the negligence or willful misconduct of the City or of other third parties not under the control or the supervision of Consultant. Consultant's obligation to defend pursuant to this Section 13.1 shall apply independent of any prior, concurrent or subsequent misconduct, negligent acts, errors or omissions of Indemnitees. Consultant shall defend Indemnitees in any action or actions filed in connection with any of said claims with counsel of City's choice, and shall pay all costs and expenses, including all attorneys' fees actually incurred in connection with such defense. 7of11 S7296- 020011214436v1.doc 13.2 Other Indemnities. In connection with all Claims not covered by Section 13.1, Consultant shall defend, hold harmless and indemnify the Indemnitees with respect to any and all Claims, 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 the acts or omissions of Consultant or any of its officers, employees, subcontractors, or agents in the performance of this Agreement. Consultant shall defend Indemnitees in any action or actions filed in connection with any such Claims 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 Section 13.2 shall apply independent of any prior, concurrent or subsequent misconduct, negligent acts, errors or omissions of Indemnitees. Consultant shall defend Indemnitees in any action or actions filed in connection with any of said claims, damages, penalties, obligations, or liabilities with counsel of City's choice and shall pay all costs and expenses, including attorneys' fees actually incurred in connection with such defense. 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. 8of11 57296- 0200 \1214436v1.dac 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 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. 9of11 87296- 0200 \1214436v1.doc 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 either Party commences an action against the other Party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, 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. 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 S7296- 0200 \12144360.doc 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: By: y David Germany, City Manager Name: Zeki Kayiran Attest: Its: P r By: By: /IA/ %7 Linda Devine, City Clerk Name: Me v-ay Approved as to Form: Its: 1 Yeas° re l By: Quinn Barrow, City Attorney • 11 of 11 57296- 020011214436v1.doc EXHIBIT A Proposal Proposal to Provide Engineering Services for Orange County Flood Control 12 -Inch Watermain m n c i C t f ��c k! : fel } G R4G „ON; C ?V Submitted to: CITY OF SEAL BEACH Seal Beach, California Submitted by: AKM CONSULTING ENGINEERS 101 Pacifica, Suite 150 Irvine, California 92618 August 31, 2010 1 TABLE OF CONTENTS Section Page 1 COVER LETTER 1 -1 2 FIRM'S IDENTITY 2 -1 3 METHODOLOGY /PROJECT TEAM 3 -1 O Methodology 3 -1 O Project Team 3 -4 • Subconsultants 3 -4 • Project Organizational Chart 3 -5 • Resumes 3 -6 • 4 PROJECT UNDERSTANDING 4 -1 O Background 4 -1 O Scope of Work... 4 -8 O Project Schedule 4 -13 5 RELATED PROJECTS / REFERENCES 5 -1 6 FINANCIAL DISCLOSURE 6 -1 7 STAFF HOUR ESTIMATE 7 -1 EXHIBIT B - Letter of Acceptance Fee schedule being sent in a separate sealed envelope CITY OF SEAL BEACH TOC -1 ( , Orange County Flood Control 12-Inch Water Main mm /m® AKM Proposal No. 70 -1071 of Ea L ® It ® ;_ - -- Water ® Ifif WEPEI Resources ES SIM IN IS Ile - 12I ( Infrastructure AKM Consulting Engineers _ Construction 553 Wald Irvine, CA 92618 Management Telephone: 949.753.7333 Facsimile: 949.753.7320 August3l, 2010 City of Seal Beach Department of Public Works • 211 Eighth Street Seal Beach, California 90740 Attention: Mr. Michael Ho, P.E. City Engineer Subject: Proposal to Provide Engineering Services for Orange County Flood Control 12 -Inch Watermain Dear Mr. Ho: AKM Consulting Engineers is pleased to submit this proposal to provide engineering services for Orange County Flood Control 12 -inch Watermain. This proposal has been prepared in response to your e-mail request for proposal dated July 20, 2010, and Addendum No. 1, via e-mail, dated August 10, 2010. I ! Based upon our review of the scope of work, field reviews of the alignments, discussions with the City staff, review of available related material, our experience with similar work, and our understanding of the project, we have assembled a project team with extensive experience and expertise in transmission pipeline projects. The Project Team will be under the overall direction of Mr. John Loague, P.E., Mr. Zeki Kayiran, P.E. will be responsible for QA/QC. The AKM Team includes two subconsultants: ESA for CEQA Compliance, and Harvest Engineering for Surveying. AKM has completed similar services for many agencies in the past, and has completed previous assignments for the City and County at the Los Alamitos Pump Station, on Adolfo Lopez Drive, and In Westminster Avenue, and therefore has intimate knowledge of the area and work to be completed. Additionally, the project team members have been responsible for the successful completion of numerous pipeline design assignments, and will be committed to this project to its completion to ensure a quality product is provided to the City, which is delivered within budget and on schedule. We appreciate the opportunity to submit our proposal and look forward to being of service the City of Seal Beach. Should you have any questions regarding the contents of our proposal or require any additional information, please do not hesitate in contacting the undersigned. Very truly yours, A M Consubl Engineers hn Loague, P. . incipal AKM Proposal No. 141071 • I SECTION 2 Firm's Identity Legal Name of Firm: , AKM CONSULTING ENGINEERS, INC. 553 Wald, Irvine, : California 92618 - - : Year Firm Established: ! I 1990 Contact Information: Mr. Zeki Kayiran, Principal zkaviran @akmce.com Phone: (949) 753 -7333 FAX: (949) 753 -7320 General Description: u' California Corporation AKM Consulting Engineers is a multi - disciplined professional organization that specializes in providing engineering and related services to public agencies. The scope of services offered by AKM includes alt facets of planning, design and construction management for potable water, recycled water, and wastewater projects. Additionally, AKM provides electrical, mechanical, structural and chemical engineering disciplines in support of the water resources engineering projects. ( ) The focus of our experience is within Southern California, and all key project team members are fully acquainted with the local and regional issues affecting the planning, design and construction of potable water, recycled water, and wastewater facilities. This, along with the technical and managerial depth of the team, will ensure the successful implementation of any project which may be assigned. A full listing of services offered by AKM is as follows: lr r yV .�, - .?Gx S >' '? A ;.0 e^. v `Y' t'E. i 's5 .v� -'yz �e [ � POTAB ATER RECY,CLED'WATEF{"t'AND WASTEWATER '' _ ral U 5 t ` 'n - sue - •"- s s rsin a �- .a. . � � � - � - iMS.rv�.� �� '��,�5 tfra � ,a�.,� 3h v.-r �-.�� ^"x'?s?�3"�� .? -l�iw� �,.� ter' za Master Plans ,� �n-- ' � � P leb =an etax 0Facljdies'"f s � a v' °N' t ' 'r a „,lam 5 "` rites '` c K " , .-, ` �d tip- i P . ; P W ,T e gtment 80 c , W,ells' 4 � r F i e f OWsit �n�,..x r -� pi ri ^^' -, i y. 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'xpU k<X ^i ra s s ' � -.a�PU t�ny� a d�tkift StBttOn '� � .3'� -��t 9- 'x� ye a - �fssr -tc ��`'� �.'�''s ° •Y' i� ��v_.a�� - f3e. olrs and L Ides f f a " 3 ;Permlttln rand ° Re ulato Co bance ' 'y,. ^ " Water Q and Envt onmental ` - -- Irnga4ongFaclhtlestij�< Menagem -te [ - ''Storage F Ititle '\..,, _ i A ' T�3F.�" .mot.. . i,.r - ...7.'a -.'n s+t` `rk� �i + ..'��...ru.,w. S' 'r '�3- s lR" __ 3 ( - CITY OF SEAL BEACH 2 -1 Orange County Flood Control 12 -Inch Water Main ski cas (SLIM - al 12 AKM Proposal No. 10 -1071 ® 0 E Firm's Identity 'St e'' .x,. WYE. ^f'Z \`�- a ry hTlv}"r Ta- � < 5 n. x t .r - -°s- a - t, °<-', wi".V' 4 a .s o- r t, sR "Y r„ -" an . _ nos yf �`}' <- . .��. � K � �� -v .�� PLANNING� ��g �- .��r�� xm ��`t % <b i`3`ts'. all; e zx, "� a '�s • t 4-:� tT . ' +m om l a "-. ' rgEt r x • Prnle g , T s - Confaacttve Utse Planning >--sxA . y r L : ilit k " n k t w'ir. 'i1* 40',"• ?^i }c�'4Y' q , �e�^�A -� -fair r �;2 tzl f 3 ?. t< V ter, Sewer4 apd Reepycjed �Wate k Master . Capltai�ln provement Plans a 4 ft e 3t H ,E Sf r r ,, .- x t t x =� ' n = = -.v mPi - „ 9. . ""'r ,- . ,. �.'� a •. 7, a te t y r t o ft --e* e . a `.` r .- {, >c F ,' - .` s S r , c •,� R ate Y .Studnes "<'-i .e ` �-�.r`z' a t i t 2G.(' -� a a s r 'Fa1Illy'Planj % ; � s Y .� , n - n a a s m e pLR` a�`&"is� +' ' " cc' 4 = clr ' ' .rte c rs G i � ` E �' ealban ipt,�er rARp ceept'PJan s �- c ` b , E o omlc and P Planning ' . ,, i a W ateaI.1 4 Assessments ( S '`'_ yr ? Xx,T ' ,, 'r e ' t s x M; + , , t *- r- Y �f ' .c x" I rc . 2x ti �t 3 . . .. " s' , , i L4 # $ r'€n1 st.�P AY�a "`^u Y . .,e- �_ ��. � �� ..� �� ; $E � �.�E ��s� �� . .�.�.� �z � 4Sup fvlsoiysparol�D a �cqualO ( SCA A t OLons and Malntgnance ' � al r -E Geogs ` 'g`r> rz (, � "t+o te ni r" ria" x .. �a °Se'4 n .... : - £ 7: fir° a y ' t r aphi ra,tt sy s,t ati y ra u !' ny -nn' - g t ; y ie . .• Gorraslor esmt`rol a i _ to n, a -j ,Y� Y _ _ CADD {lntergrepb. Autocad) 9'c Ott e �'" n,y -a-}-T.`y sY, w,- ;a tRgi . gra; z' ; v r [? c z .- °7' . a '�. . s' 1 '� ; C ONSTRUCTION SUPPOR7� '' -�-� , '� � 't t, v r'�' � � � AW��.�€" � �#` `s-._ �.�,� �- �� '� tea" �� ^8 y3' ag e 4 f � �*�`� u 1p t ontract Admlr lstmtlonx t 4 47 '�• FroeurerrtentE pa ; t v"s.,.�''ar *� r 'Vr°�s �`.,,f R+•kF .. Y r is 3 ealial ; �i` s'ly, tipFafi rF , t-`ac - Z * ' ji�"��"'r t x ,gr3 z Inspection �-r.f a ;Mo "rStart dAggeptence t 4 :, k §- �- x h 4 {' r sr�.tk gym` x-W .,.�, `''�"' N.� c - "3s. 5 . iY Constructlon�j ian ageme nt + � t°ir- ` sic a P d ;ectr C lo se ®ut y ` �� 'k lh' i .rr -+xL aYC u, e k' vyg a,ti s t - 4 r rr t- � l$ �, i '"p r< `x R i „ F3 VEsfi tm n t, g .evident a nd FIeIdSecvtces,T- t—r g b ., {y a a_� M AKM Consulting Engineers has completed water resources assignments for the Cities of Cities of Anaheim, (' ) Brea, Cypress, Fountain Valley, Garden Grove, Huntington Beach, Newport Beach, San Clemente, San Juan Capistrano, Seal Beach, Stanton, Tustin, Corona, Ontario, San Bernardino, Alhambra, Arcadia, 9 Segundo, Glendora, Inglewood, Los Angeles, Manhattan Beach, Palos Verdes Estates, Redondo Beach, Whittier, and San Diego, County of Orange, Los Angeles County Department of Public Works, Central Basin Municipal Water District, West Basin Municipal Water District, Moulton Niguel Water District, Santa Margarita Water District, Monte Vista Water District, Orange County Sanitation District, Camarillo Sanitary District, Inland Empire Utilities Agency, and the US Army Corps of Engineers. In addition, AKM has specific relevant knowledge of the City's water distribution system, as well as the area In which the project will take place. This extensive background of all the project elements will result in an overall design package which is technically accurate, complete, within budget, and submitted on time. Technical Staff The technical staff of AKM is comprised of recognized experts in water resources planning, design, construction, operations and management.. Every assignment is managed by principals of the firm to ensure that the project receives detailed attention. All work is thoroughly reviewed by senior company officers prior to any milestone submittal or issuance of project documents. CITY OF SEAL BEACH 2 -2 Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10-1071 • j Firm's Identity Project Management AKM Consulting Engineers employs an "integrated project management" approach. To ensure that the project delivers successful results, a work plan is established at the inception, and resource loaded work elements and a schedule are prepared. This schedule and work elements are integrated with the special needs of the project and the Client. Regular reporting of project status is accomplished by routine monitoring of progress against the established work elements and resource allocations by task. Any slips in schedule, technical difficulties, or unforeseen conditions are promptly recognized, quantified and addressed, and the Client is appraised. .Computer Applications 'The achievement of superior engineering services is assisted by the continued implementation of advanced computer applications, modeling software, techniques and products. The office maintains in -house CADD capabilities, and engineering design work and computations are computer based. An in -house library of 'standard software application packages Is maintained and continually updated, Qualifications AKM Consulting Engineers, by virtue of its extensive relevant experience, specialized training, local ( I knowledge, and technical competence, can provide the City of Seal Beach with first rate engineering consulting services. All proposed team members possess experience directly related to all facets of potable water, design, and are intimately familiar with the requirements of this project in particular. It is this knowledge which will allow AKM to complete a technically superior design, which meets the quality, cost, and schedule expectations of the City. CITY OF SEAL BEACH 2 -3 Orange County Flood Control 12 -Inch Water Main Les s® ® one ® AKM Proposal No. 10 -1071 ® Ella SECTION 3 Methodology / Project Team METHODOLOGY AKM utilizes a project management approach that focuses on completing technically outstanding projects on time, and within budget. Our methodology is described below. A. Project Management The engineering organization and the Project Teams proposed by AKM are structured to respond to the technical and managerial requirements of the project by assigning very senior, highly qualified personnel. They will function in a simple organization with clear lines of delegated authority and responsibility. Our Project Manager will be the principal point of contact with the City of Seal Beach, and will have full technical and administrative responsibility for the project. The team assembled for the project includes all of the major disciplines required to expeditiously complete the assignments. B. Project Management Plan Preparation of our Management Plan will be one of the first tasks undertaken for the project. The Management Plan will define project roles and responsibilities, communicate management philosophy, and establish project procedures and policies. Specifically, our plan will include: • Project Policies and Procedures consistent with those of the City. These procedures will cover document control, lines of communications with the City, sign -off procedures, document formats, and billing instructions. • Project Performance Plan to identify specific work scopes on a task -by -task basis, assign schedules and budgets to each of the tasks establishing the base for subsequent control. • Management Information System using AKM's computer -based Management Information System and its database arranged such that reports can be generated in a format consistent with the City's requirements. C. Quality Control Plan A key element in the successful completion of any project is the implementation of a quality assurance /quality control program. Success is achieved through the efforts of qualified professionals effectively employing their skills and following a deliberate program of quality assurance to monitor and verify that the quality control plan is followed. For each project, AKM utilizes a project quality control plan that includes the following items: • Review of project deliverables, and definition of procedures and required standards. CITY OF SEAL BEACH 3 -1 ( , Orange County Flood Control 12 -Inch Water Main • AKM Proposal No. 10 -1071 ( • 1 Methodology/ Project Tears • Description of specific quality control procedures to be followed in specific activities, including the level and frequency of review required. • • Identification of elements of the project requiring special quality control attention or emphasis. • Identification of technical experts required for review and consultation. • Estimate of resources required for quality control functions. To effectively manage the entire team's work and ensure that all activities are coordinated, AKM will prepare and issue a project procedure protocol to all team personnel. The project procedures will cover communications, documentation, project files and other project specific procedures. • Work Plan — AKM will develop a detailed work plan identifying all tasks, activities, reports and other documents to be produced, the required work -hours and the start and completion dates for each. • Budget — Based on the work plan, a detailed budget will be developed covering labor and other expenses for each task group or work breakdown component. The budget will be time - phased to provide the base for financial control. • Schedule — The schedule will be a time - phased critical path network showing the interdependencies between various activities and designating project performance milestones. D. Prolect Schedules The schedule for the project is developed to provide a reasonable performance period in line with the client's schedule. The schedule will be updated monthly, or more frequently if needed, and reviewed at progress meetings so that the City and AKM are aware of and can respond to critical items. In effect, they will become the master protect control tools. E. Progress Reporting AKM recognizes the Client's need for comprehensive, up -to -date information on project status. Monthly reports will be prepared in a format to be agreed upon with the City and will contain the following, as a minimum. • Contract Fact Sheet — Summarizing key contract data and status. • Progress Narrative — Describing the key accomplishment during the reporting period, accompanied by charts and diagrams. ( CITY OF SEAL BEACH 3 -2 Orange County Flood Control 12 -Inch Water Main �m ®® B11 WI 31 �® AKM Proposal No. 10-1071 a ®®® Methodology / Project Team _ i • Schedule Status — A discussion of the progress achieved during the month and to date as compared to the scheduled progress, and a discussion of factors affecting the schedule, accompanied by the updated schedule. • Cost Status — With narrative discussion of events occurring during the month which affect the estimate at completion. Problems and Issues — Including discussion of potential cost and schedule impacts, actions being taken to mitigate the problems, and action required by the City. QUALITY CONTROL FLOW CHART Project Team Quality Control Function Function PPNOJECT SPECI$,IC �`.JND EpEN OEtjT CRECK 3tVisa Mart - " ► gOF 110JECT SpgIFIC'� �,+ Pre olit43.�; _ . R.�:. F flit �-�< s ✓Cal ul allope - ✓JI r aj y' I Cople9 to " *,'An;•IV ele�„'F °,+* y f f + I Files I ✓S petlticetlona*�. s ✓Ml�mone`$0 lli j Comments xa E - .. sZr A to Files 5 - t . -- , 9 UAI.1TYg,GONTH L M flEV1ENA eTIN t • Review Comments to Files an0T4SPECIF , -; aE ENUtN tf -- -► �'TASI(vOR°$O BMITTAL Si? WOW! � g niiiiIV ION xx,., e _;..a'_„« sf xe ON Copies to Files ► g11.01: 49-21TROL i Comments S t ez zETINO p 1 to Files • PR03 r egEi21 tra • t TASK O {SI/BMIT§ IV0 Review Comments ? . P,N - F. to Files 1 OUA4I7 0.4#114 - ♦ Au C1PTANCE t4 P CO PIES�Toiru!!EO,flt /1 Eta TONEW S4 BjiIJ j [ Irl (t`:_NAL A-010 9144 _Tr.c- YSi• Acceptance to Files CITY OF SEAL BEACH 3 -3 Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10 -1071 Methodology / Project Team PROJECT TEAM In consideration of the requirements of the Project, AKM Consulting Engineers has assembled a Project Team with extensive experience in the planning, design and construction of transmission mains. They bring not only an appreciation for overall design perspective, but also valuable operations and maintenance expertise. The Project Team organization is illustrated in the project organizational chart Included In this section. Detailed resumes describing specific experience of the Project Team members are also included in this section. Proiect Manager Mr. John Loague, P.E., a Principal with AKM, will serve as Project Manager. He has over 26 years of increased responsible experience in the planning, design, and construction of water facilities. He has the requisite knowledge and experience and demonstrated ability for completing challenging work with demanding schedules and budgets. The Project Manager is the key to the success of this project and is the individual directly responsible for the work. Mr. Loague will coordinate and direct the activities of the professional staff, and attend the review and coordination meetings with City's project staff. He will serve as the key technical liaison with the City. Mr. Loague would be actively and continuously involved In the day -to -day work effort for this project. By virtue of his broad experience In the water sector and conveyance protects in particular, Mr. Loague Is well qualified to oversee this project, to coordinate the work of technical specialists and to present technical issues to interested and affected parties as may be required. Quality Control Director Mr. Zeki Kayiran, P.E. is proposed to serve as QA/QC Manager responsible for quality assurance for the project. Mr. Kayiran is a Principal with AKM and has over 39 years of Increased responsible experience in the planning, design, and construction of similar water transfer and flood control facilities. He will monitor methods and procedures of project implementation. His responsibilities will include exploring innovative technical approaches from the beginning of the project and reviewing the work at key milestones to ensure that the work product meets the high standards for technical excellence. Subconsultants The AKM Team includes the following specialty subconsultants who will provide essential services needed to complete a technically superior project within the desired schedule. We have worked with these subconsultants on numerous successful projects similar in nature to the proposed Orange County Flood Control 12 -Inch Watermain Project. ( I CITY OF SEAL BEACH 3 -4 Orange County Flood Control 12 -Inch Water Main ®m ®® i ta Ell 0 CI A AKM Proposal No. 10 -1071 r r n a ® ® °m Methodology / Project Team 4 - ENVIRONMENTAL COMPLIANCE ESA is an environmental consulting firm, founded in California in 1969, committed to the principles of sustainability. The firm has forty years of experience In all aspects of project planning, environmental assessment, natural resource management and regulatory compliance. The staff of scientists, planners and other experts assist clients ranging from government agencies to nonprofits to private industry. Over the years ESA has grown into a broad -based environmental consulting company with a nationwide presence and wide range of planning, management, documentation and analytical services. The firm's seasoned staff helps clients define environmental and planning parameters, identify opportunities and constraints, and save resources, time and money. # - SURVEY Harvest Engineering and Land Surveying Is a multi - disciplined surveying firm. They provide our clients with experienced personnel fully dedicated to providing timely and efficient technical services. Harvest's personnel has a long and successful track record of working with local public agencies, environmental firms, master planning for residential communities, private developers, contractors, and supporting various local engineering firms with additional manpower. PROJECT ORGANIZATIONAL CHART CITY OF SEAL BEACH QAA"; � ProjectLManager � Zekl Kayiran, P E t 3 jOnt Loagu_; P E ' . sane .w� b'"{0_' 1 Ic Surveying Services ;f .CEQA Compliance Harvest Engineering f ESA Associates Manny Ramos, P L S Tom Barnes, REA CITY OF SEAL BEACH 3-5 Orange County Flood Control 12-Inch Water Main AKM Proposal No. 10 -1071 Proposed Project Team • JOHN LOAGUE, P.E. Project Role: Project Manager PROFESSIONAL REGISTRATION Registered Civil Engineer, California 1993, C -50292 EDUCATION Bachelor of Science in Chemical Engineering - California State University, Long Beach, California, 1984 EXPERIENCE Mr. Loague has a broad background in the civil engineering field encompassing the planning, design and construction management of pumping, storage, and treatment facilities, as well as sewage collection systems, and reclamation facilities. Illustrative of Mr. Loague's experience Includes: • Watermain Replacement Project Consisting of Various Locations and Along Beach Blvd- CC -1238 for the City of Huntington Beach - Project Manager for design plans, specifications and cost estimates for the City's master plan identified Capital Improvement Program. The project includes replacement of 5,000 LF of 4 and 6 inch cast iron water pipe with 8 -inch and 12 -inch PVC pipe In various locations along Beach Boulevard. The work included extensive coordination with Caltrans, and the development of detailed traffic control plans. • Watermain Replacement Project in the Downtown Area - CC -1262 for the City of Huntington Beach - Project Manager responsible for the preparation of plans, specifications and estimates, and construction support for the City's 2005 Watermain Replacement Program. The project included replacement of 8,500 LF of 6 and 8 inch cast iron water pipe in various locations, throughout the Old Town area of Huntington Beach. Approximately 40 percent of the project takes place within 15 to 20 -foot alleyways, which required an extensive utility research and potholing effort in the design phase. • 12 -inch Reclaimed Waterline Extension for the City of Huntington Beach- 1,100 LF of 20 -inch, 16- inch and 12 -inch recycled watermain in Goldenwest Street. • Florida Street and Alabama Street Watermain Replacement for the City of Huntington Beach - Project Manager responsible for the preparation of plans, specifications and estimates for the replacement of existing AC and cast iron watermains with 6300 LF of 12 -inch PVC watermain. The work included reconnection of existing water laterals and services, and slurry seal of the effected pavement areas. • San Diego Metropolitan Wastewater Department, North City Water Reclamation Plant Influent Sewer in La Jolla, California - Project Engineer for the project consisting of 1900 feet of 21 -foot diameter tunnel under 1 -805 with an 84 -inch influent sewer, 54 -inch secondary effluent outfall, 36 -inch reclaimed water and 24 -inch sludge pipes in La Jolla. • 36 -inch Dover Drive Transmission Main Replacement from Cliff Drive to Newport Harbor for the City of Newport Beach CITY OF ANAHEIM 3 -6 Anaheim Hilts Road Transmission Main Project mm ®® � ® AKM Proposal No. 06-2755 IEI IMO ® la ®a® Methodology /Project Team JOHN LOAGUE, P.E. Page Two • 36 -Inch and 42 -inch Watermain Rehabilitation and Corrosion Protection Project for the City of Huntington Beach • Design of Phase 1 Reach 1, South County Pipeline for the Metropolitan Water District and Santa Margarita Water District — 15,000 LF of 66 -inch CML &C steal water transmission pipeline. • Zone 2 Domestic Water Transmission Main and Zone C Recycled Water Transmission Main for the Santa Margarita Water District — 7,200 LF of 12 -inch and 16 -inch recycled watermain, and 3,500 LF of 24 -inch domestic water transmission main. The project included 900 LF of deep pipe jacking under Trabuco Creek. • Zone 2 and Zone 3 Domestic Water Transmission Main for the Santa Margarita Water District — 12,500 LF of 24 -inch and 16 -inch domestic watermain in Oso Parkway. • Zone II Watermain in Antonio Parkway for the Santa Margarita Water District — Preparation of plans, specifications, contract documents and cost estimates for approximately 4,000 feet of 30 -inch diameter steel transmission pipeline within Antonio Parkway. The project involved extension of the existing Zone II pipeline from a wildlife corridor crossing bridge to a major intersection at Crown Valley Parkway and Antonio Parkway, including access structures and various pipeline appurtenances. l • Pomona Mills Avenue Pipeline, 4,500 feet of 30 -inch diameter CML &C steel pipe, and Flow Control Facility for the City of Pomona. • • Relocation of 5,000 feet of 42 -Inch Water Main Relocation for the Mesa Consolidated Water District and City of Huntington Beach to accommodate the alignment of San Joaquin Hilts Transportation Corridor (Rte. 73) • Victoria Lateral, 7,200 LF of 30 -Inch, 24 -inch, 16 -inch and 12 -Inch recycled water pipeline for West Basin Municipal Water District • Scripps Ranch Transmission Main for the City of San Diego — 15,000 LF of 24 -inch diameter reclaimed water pipeline and 2 pressure reducing stations. • Green Acres Project Phase II Extension into Huntington Beach for the Orange County Water District — 26,000 LF of 24 -inch and 20 -inch diameter reclaimed water transmission mains. • East Mission Bay Pipeline San Diego Metropolitan Wastewater District — 11,000 LF of 54 -inch diameter CML &C steel land outfall. • Aliso Viejo 6 -100 Recycled Water Transmission System for Moulton Niguel Water District - Project consisted of two pressure reducing stations, and 20,000 LF reclaimed water pipeline. CITY OF SEAL BEACH 3-7 ( j Orange County Flood Control 12 -1nch Water Main AKM Proposal No. 10 -1071 { Methodology / Project ream JOHN LOAGUE, P.E. Page Three • Amanecer Turn -Out and Flow Control Facility for the City of San Clemente • Wood Canyon Pressure Regulating Station for the Moulton Niguel Water District. • Rattlesnake Complex Flow Control Facility Upgrades for the Irvine Ranch Water District - Preparation of construction drawings and specifications for a flow control facility with a sleeve valve. The project included modifications to an existing pressure reducing station, removal and replacement of existing pipe damaged by cavitation, and a 24 -inch pipeline. • Five Pressure Regulating Stations for the City of San Clemente • Design and Construction Management of Central Intertie Project for the Moulton Niguel Water District - 10,000 LF of 54 -inch steel water transmission pipeline, • Water, Sewer and Non - Domestic Water Pipelines within Talega Valley Development for the Santa Margarita Water District — Preparation of plans, specifications and cost estimates for approximately 23,000 feet of combined domestic water, non - domestic water and sewer pipeline as part of Phase I of the Talega Valley Development. Pipeline sizes include 8 -inch, 12 -inch and 16 -inch for domestic and non - domestic water, and 10 -Inch for trunk sewers. • Groundwater Development Projects, Reach 4 and Reach 1 for the City of Newport Beach — The project consisted of 5 pressure reducing stations, 2 emergency Intertie metering vaults and 6,000 LF of 36 -inch diameter pipeline. • ! CITY OF SEAL BEACH 3-8 Orange County Flood Control 12 -Inch Water Main ®® r /SLAM E ®®® cr ra m AKM Proposal No. 10 -1071 ® ° ®® Methodology / Project Team ( • ZEKI KAYIRAN, P.E. Protect Role: QA/QC PROFESSIONAL REGISTRATION Registered Civil Engineer, California, 1978 [C- 29330] EDUCATION Master of Science in Civil Engineering - California State University, Long Beach, California, 1974 Bachelor of Science in Civil Engineering - Robert College 1971 EXPERIENCE Mr. Kayiran provides comprehensive technical and management expertise in the planning and design of a wide variety of engineering projects. His professional background includes a blend of consulting engineering and academic experience, including a part-time professorship in the field of fluid mechanics and hydraulic design at California State University, Long Beach. He has been teaching water system planning and water facility design as part of the senior design class at University of California, Irvine. Mr. Kayiran's experience includes the following: • Crossover Pipeline (66 -inch) and First San Diego Aqueduct (2" x 48 ") capacity Evaluation and Terminal Structure Cavitation Study for San Diego County Water Authority. • Watermain Relocation for Mesa Consolidated Water District and City of Huntington Beach — 5,000 LF of 42 -inch diameter CML &C steel pipeline. • Watermaln Replacement Project Consisting of Various Locations and Along Beach Blvd— CC -1238 for the City of Huntington Beach — Principal -In- Charge- Design plans, specifications and cost estimates for the City's master plan identified Capital Improvement Program. The project includes replacement of 5,000 LF of 4 and 6 inch cast iron water pipe with 8 -inch and 12 -inch PVC pipe in various locations along Beach Boulevard. The work included extensive coordination with Caltrans, and the development of detailed traffic control plans. • 36 -inch and 42 -inch Watermain Rehabilitation and Corrosion Protection Project for the City of Huntington Beach — Preparation PS &E and construction support services for internal bonding, lining repair, addition of access manholes, replacement of smaller diameter gate valves with butterfly valves, installation of cathodic protection test stations, and pump out facilities for the existing 42 -inch and 36 -Inch pipelines. • Watermain Replacement Project in the Downtown Area — CC -1262 for the City of Huntington Beach — Principal -In- Charge - Preparation of plans, specifications and estimates, and construction support for the City's 2005 Watermain Replacement Program. The project included replacement of 8,500 LF of 6 and 8 inch cast iron water pipe in various locations, throughout the Old Town area of Huntington Beach. Approximately 40 percent of the project takes place within 15 to 20 -foot alleyways, which required an extensive utility research and potholing effort in the design phase. CITY OF SEAL. BEACH 3-9 1 . Orange County Flood Control 12•Inch Water Main AKM Proposal No. 10 -1071 Methodology /Project Team ZEKI KAYIRAN, P.E. Page Two • Florida Street and Alabama Street Watermain Replacement for the City of Huntington Beach — Principal-In-Charge - Preparation of plans, specifications and estimates for the replacement of existing AC and cast iron watermains with 6300 LF of 12 -inch PVC watermain. The work included reconnection of existing water laterals and services, and slurry seal of the effected pavement areas. • East Mission Bay Pipeline for the San Diego Metropolitan Water District — 11,000 LF of 54 -inch diameter secondary effluent transmission main. • Zone II and Zone III Transmission Mains for the Santa Margarita Water District - 10,400 feet of 24- inch and 2,000 feet of 16 -inch CML &C steel pipes in Oso Parkway • Antonio Parkway Zone II Watermain for the Santa Margarita Water District - 4,000 feet of 30 -inch . diameter steel transmission pipeline • Water, Sewer and Non - Domestic Water Pipelines within Talega Valley Development for the Santa Margarita Water District — Preparation of plans, specifications and cost estimates for approximately 23,000 feet of combined domestic water, non - domestic water and sewer pipeline as part of Phase I of the Talega Valley Development. Pipeline sizes include 8 -inch, 12 -inch and 16 -inch for domestic and non - domestic water, and 10 -inch for trunk sewers. • Groundwater Development Projects, Reach 4 and Reach 1 for the City of Newport Beach — 5 pressure reducing stations, 2 emergency intertie metering vaults, and 6,000 LF of 36 -inch water diameter pipeline conveying groundwater from the City's wells in Fountain Valley to the main reservoir. • 36 -inch Dover Drive Transmission Main Replacement from Cliff Drive to Newport Harbor for the City of Newport Beach - Preparation of final plans, specifications and cost estimates for replacement of 1,500 lineal feet of 36 -inch diameter watermain in Dover Drive and an easement along Castaways Park between Cliff Drive and Newport Bay. The project included reconnecting the new main to an existing pressure regulating station on Dover Drive to supply the Zone 1 system from Zone 11. • Mills Avenue Pipeline and Flow Control Facility for the City of Pomona — This project included 4,500 feet of 30 -inch diameter CML &C pipeline. • 12 -inch Reclaimed Waterline Extension for the City of Huntington Beach— 1,100 LF of 20 -inch, 16- inch and 12 -inch recycled watermain in Goldenwest Street. Harbor South Bay Recycling Project, Lateral 6B for the US Army Corps of Engineers — Los Angeles District — Project Manager responsible for the preparation of preliminary design services of the new recycled water pipelines for the West Basin Municipal Water District's Harbor/South Bay Water Recycling Project. Project Lateral 6B, which is a component of the Harbor /South Bay system, will provide Title 22 recycled water to a number of customers for primarily landscape, park and golf course irrigation in Los Angeles County. On February 2007, Modification 0001 to the original Task Order 0002 was authorized USACE to include an extra Alignment analysis and Traffic Impact Study for Palos Verdes Drive North, Alignments 1, 2 and 3. The text of this PDR has also been updated to include Alignment 3, and results of the additional traffic impact study. Palos Verdes Drive North is also added as Alignment 4 to this PDR. ( CITY OF SEAL. BEACH 3 -10 Orange County Flood Control 12-Inch Water Main ® ®_i, la ® AKM Proposal No -10 -1071 ; ® ®® = Methodology/ Project Team ZEKI KAYIRAN, P.E. Page Three Harbor South Bay Recycling Project, Lateral 10 for the US Army Corps of Engineers — Los Angeles District — Project Manager responsible for the preparation of preliminary and final engineering design services of the new recycled water pipelines for the West Basin Municipal Water District's (District) Harbor -South Bay Water Recycling Project. Project Lateral 10, which is a component of the Harbor -South Bay system, will provide Title 22 recycled water to Los Angeles Southwest College for landscape and athletic field irrigation and to California Department of Transportation (Caitrans) for landscape irrigation along the Glenn Anderson Freeway (105 Freeway) in unincorporated Los Angeles County, CA. • Dye House Area Recycled Water Lateral, Lateral V for the US Army Corps of Engineers — Los Angeles District — Project Manager responsible for the preparation of preliminary and final engineering design services of the new recycled water pipelines and a booster pumping facility for the West Basin Municipal Water District (District). The project will be located in the City of Carson, the City of Compton and unincorporated Los Angeles County area. it is one component of the District's ultimate Harbor /South Bay Water Recycling Project. • Green Acres Project Phase II Extension Into Huntington Beach for the Orange County Water District — This project consisted of 26,000 LF of 24" and 20" diameter recycled water transmission main. • Zone 2 Domestic Water Transmission Main and Zone C Recycled Water Transmission Main for the Santa Margarita Water District — 7,200 LF of 12 -inch and 16 -inch recycled waterrnain, and 3,500 LF of ( 24 -inch domestic water transmission main. The project included 900 LF of deep pipe jacking under Trabuco Creek. CITY OF SEAL BEACH 3 -11 ( ,t Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10.1071 Methodology / Project Team TOM BARNES, REA Protect Role: Environmental Services ESA Associates (Subconsultant) EDUCATION B.A., English, University of California, Berkeley CERTIFICATIONS / REGISTRATIONS Registered Environmental Assessor (REA), California, #06152 (1995) Specialized Training 40 -hour OSHA training for Hazardous Waste Operations .8 -hour OSHA Certification, Supervisor Asbestos Site Surveillance Technician, #96 -1880 -EXPERIENCE ▪ Tom Barnes is the Director of ESA's Southern California Water Group, focused on providing environmental planning and management services for water and wastewater utilities in the Southern California region. Tom has more than 18 years experience in NEPNCEQA analysis, Phase I and II site assessments, hazardous waste site remediation, asbestos management, stormwater management, and health and safety management. He has extensive experience in project management, document ( ! preparation and production, permit review and facilitation, data analysis, and field work. His responsibilities have included maintaining close communication with clients, agencies, and sub - contractors to facilitate timely completion of work products. • Long Beach Water Department Desalination Intake System Alternatives Analysis and Permitting. Project Manager. Prepared an environmental site screening assessment of several alternative intake locations for a proposed desalination intake system within Junipero Beach. ESA provided an environmental compliance plan that was incorporated Into the successful Proposition 50 funding application for the project. Mr. Barnes conducted the environmental analysis and prepared summary conclusions identifying the environmentally superior locations. Mr. Barnes provided permitting assistance and successfully obtained coastal development permit from the California Coastal Commission, waste discharge requirements from the RWQCB, and a Section 10 Nation -Wide Permit from the USACE for preliminary geotechnical explorations 500 feet off shore. • Orange County Sanitation District. Newport Trunk Sewer Main. Project Manager. OCSD proposed to construct a new force -main sewer to replace the existing Newport Trunk Sewer and force mains from the Bitter Point Pump Station in Newport Beach to OCSD's Treatment Plant No. 2, located in the City of Huntington Beach. ESA assessed numerous pipeline alignment alternatives and prepared the SEIR supplementing the 1999 Strategic Plan Program EIR. Three alignment alternatives traversed a marsh area developed by the US Corps of Engineers. Another three alignment alternatives followed the Pacific Coast Highway. The SEIR summarized the environmentally superior alternative based on the comparison of each alternative's potential effects. ESA prepared a jurisdictional delineation report that was used to obtain a Coastal Development Permit and Streambed Alteration Agreement. (. CITY OF SEAL BEACH 3 -12 Orange County Flood Control 12 -Inch Water Main ®® el ; ®® at ® ®® AKM Proposal No. 10-1071 o Methodology / Project Team ( TOM BARNES, REA Page Two • Orange County Water District (OCWD) Santa Ana River Water Rights Application Program EIR. Deputy Project Manager. The environmental assessment was requested by the State Water Resources Control Board to support OCWD's water rights application. The EIR compiled described existing operations and assessed potential impacts from existing and proposed projects to capture Santa Ana River water to recharge the Orange County Groundwater Basin. Issues include construction impacts of new recharge basins, assessing river flow trends, cumulative appropriations, the protection of sensitive species within the river and wetland areas, Prado Dam operations as managed by the Army Corps of Engineers, and coordination with upstream water Districts in San Bernardino County. • Orange County Sanitation District (OCSD) 20 -year Strategic Plan Draft Program EIR. The OCSD provides wastewater services for more than 2.2 million people in northern Orange County and is permitted to discharge a blend of primary and secondary effluent out a five - mile -long ocean outfall. The OCSD Strategic Plan identified appropriate effluent treatment levels and capital improvements necessary to achieve these levels. The Draft EIR analyzed the proposed new treatment systems, the effects of the new discharge permit limitations on the marine environment, collection system improvements required to meet projected flows to the year 2020, necessary permits for air emissions and construction, and biosolids management programs. Mr. Barnes was the Deputy Project Manager for this project. • Orange County Sanitation District Full Secondary Treatment SEIR. Mr. Barnes was the Project �- Manager for the construction of a new Effluent Pump Station Annex providing back -up discharge pumping capacity. The SEIR also assessed the.District's Collection System Odor and Corrosion Control Program. The SEIR supplements the 1999 Strategic Plan Program EIR. • Los Angeles County Sanitation Districts (LACSD), Lancaster Water Reclamation Plant 2020 Facilities Plan Program EIR. Lancaster, CA. Project Manager. Tom prepared the EIR and provided site screening for up to 7,000 acres of and to be converted for agricultural uses. He assessed long -term agricultural effects to groundwater and conducted Mohave ground squirrel protocol surveys in coordination with CDFG. He evaluated compensation requirements for effects to Mariposa lily in coordination with CDFG and BLM. The facility discharges to Piute Ponds on the Edwards Air Force Base in the Antelope Valley. The EIR evaluated impacts of water discharge modifications to the Piute Ponds. CITY OF SEAL BEACH 3 -13 Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10 -1071 Methodology / Project Team MANNY RAMOS P.L.S. Project Role: Surveying Harvest Engineering and Land Surveying, Inc. (Subconsultant) SUMMARY Mr. Manny Ramos is responsible for the coordination and execution of field surveys. Being a Project Surveyor in the State of California, Manny has over 17 years of extensive experience in ALTA mapping, Construction Staking, Reservoir site construction, Gravity Pipeline Construction, Force Main line construction, Storm Drain Channels, Bridge Surveys to Caltrans specifications in Metric Units, Geodetic Surveys, Topographic Surveys, Aerial Topographic Surveys, Boundary Surveys, Cadastral Surveys, Complex structure control, project management, As -Built Surveys, Precise Levels, Project grading for hillside development, Environmental 'Surveys, Settlement Surveys, and other miscellaneous surveys for project development. ACCOMPLISHMENTS • Director of Surveys in charge of Surveying operations, Marketing, administration, Contract negotiations, Construction Management with the Inland Empire region • Survey Manager of Surveys in charge of field operations relative to an on call surveying services agreement with the City of Upland. • Survey Coordinator in charge of field operations relative to an on going Capital improvement project for ( the City of Anaheim's underground utility district which consisted of miles of topographic survey's throughout the City. • Served as a Broad Member for the Joint Apprentice Committee of International Union of Land Surveyors. • Expert in, construction staking, topographic surveys, project control systems including GPS networks. • Developer of procedures and practices manuals for California Based surveying firms. REPRESENTATIVE PROJECTS • On -Call Services for the City of Irvine — Mr. Ramos was the Director of surveys and onsite field survey operations manager for the On -Call Services contract between The City of Irvine and The Engineering and Surveying firm known as DMc Engineering, from the years of 1992 to 1999. Mr. Ramos was the key individual in all topographic surveys and aerial mapping projects within the City of Irvine during this period. • California State Highways Bridge Improvement Protect - Costa Mesa - Mr. Ramos was the onsite field survey coordinator & Party Chief relative to the redesign and reconstruction of the Bristol / 405 overpass. This project required Caltrans oversight, with all survey notes, plats, cross sections, and boundary/ right of Way tasks compiled in metric and imperial units. • Camp Pendleton Levy Realignment Project — Oceanside - Mr. Ramos was the surveyor in responsible charge of all field surveys and office coordination for this project. This was a fast track project that required an immediate mobilization of multiple field crews and office personal to head off the up and coming rainy season that was threatening the projects success. CITY OF SEAL BEACH 3-14 Orange County Flood Control 12 -Inch Water Maln ®® AKM Proposal No. 10 -1071 ® Methodology /Project Team MANNY RAMOS Page Two • Utility Expansion Yard Improvement Protect for the Newport Beach - Mr. Ramos was the Surveyor responsible for the staking of all new Improvements within the 3.2 million dollar improvement project. The project surveyor was required to deal with multiple trades needing surveying services on a tight schedule. Mr. Ramos made sure all the individual contractors were, provided service in an efficient and timely manner. • The Talega Housing Project for the Santa Margarita Water District - Mr. Ramos was the Project Surveyor responsible for the construction staking of over 12 miles of sewer, water and storm drain lines placed for the premier south county community. This multi - million dollar project provided service to over 4000 new homes and was completed two months ahead of schedule. This remarkable time savings, was due to the project teams working together under an extremely tight schedules and simply Just getting the job done right the first time. Mr. Ramos provided a clear attack of pro- active protocols to expedite all surveying requests and field operations to the benefit of the projects success. CITY OF SEAL BEACH 3 -15 ( ) Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10-1071 ( SECTION 4 Project Understanding BACKGROUND The Hellman Water Transmission Main Is an 18 -inch cement mortar -lined and coated steel pipeline that runs from Westminster Avenue to Pacific Coast Highway, through an area of undeveloped land, adjacent to the San Gabriel River (see Figure 1). In 2007, the Orange County Flood Control District began a project to replace its Los Alamitos Storm Water Pumping Station. The location chosen by the County for its new pumping plant conflicted with the location of the City's 18 -inch watermain, and because of prior rights, the County requested that the City relocate its watermain. To facilitate the County's construction schedule, the 18 -inch waterline was removed in the area of the pump 'station construction, and a fire hydrant was installed on the severed ends of the pipe at the north and the south ends of the pump station (see Figure 2). The fire hydrants allowed the City the ability to connect an emergency highline should it become necessary to re- establish flow through the pipe due to a failure of the pipeline facilities in Seal Beach Boulevard. It also provided the City with a means to serve construction water to the County, and provides a point which can be used to drain and flush the lines. Because the Hellman Transmission Main provides a valuable redundancy to the City's water system which supplies Old Town, it is important that it be reconnected. As it will no longer be possible to rejoin the existing i pipe north of the pump station, it is proposed that a new 12 -inch watermain be constructed in the Los Alamitos Flood Control Basin Access Road to Adolfo Lopez Drive, where it would be connected to an existing 10 -inch ACP waterline (see Figure 3). The existing 10 -inch waterline in Adolfo Lopez Drive connects to a 12 -inch line which was constructed through the Pacific Gateway Business Center that ultimately joins the City's 18 -inch watermain in Westminster Avenue at Apollo Drive. Therefore, once constructed, the new 12 -inch waterline will provide a redundant pipeline facility to the dual 12 -inch watermains located in Seal Beach Boulevard that supply the Old Town area. Watermain Alignment In the Flood Control Basin Access Road The County is currently in the process of constructing a new 6 -inch polyethylene gas line in the access road which the 12 -inch watermain is to be installed. This facility is located approximately 10 feet from the southerly property line of the road. The County is also proposing to construct a 2 -inch sewage forcemain to Adolfo Lopez Drive in the same road alignment. The location of the new waterline In the access road will need to be selected so that both the sewer and gas lines are accommodated, and so that the City can adequately maintain their pipeline in the future without impact to the County's facilities. Figure 3 shows a potential location for the watermain in the access road. It is south of the gas pipe, 6 feet from the property line. The area of the road north of the gas pipe would be reserved for the County's future sewer forcemain. It will be important to field verify the location of the County's gas line using the locator wire buried with the pipe. Many curves in the access road are tight, and the pipes' alignment varies from that shown on the construction drawings. 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STATION .\\'‘ ". \ '''' ' H. ) .' ,, 1-.. .. , . , 4. .,_ , . c ) c.y ." • - - - • ..., ....- ,;,;\ 'ik\;\--- .- , -Y .. ••• •:: -- - PROPOSED I2-INCH \ ; i . • • , \.*:\ .\\'''''''.\ L \ 1 - ' ' ' _,. \ I -•• . . , _ . , , ...- ..--....,/ • \\ - ; . ‘\ - . -.- -;.7:74;,:i.,„,:' , :: • ,< .;;.,...:. -....., c. --t: W-:::..--... ce..) ,:': t ..,:;2:1. ---c .- - ,: — :-.-..:;; ;;; - : ,, -...----zi" -1:?'!-c=2:7.t'!"15--I-rif;r=(.:4(.:-.-. \I -.. ,, ..3. ,. ... ---:.;./.. 2 . ., -,. ,. .. i .- - -" • ......-: , 4.,.-------,_.".:::::sztr.-.=.x„..:,_:Ei,,,,. <, ..\\ )-;-2'; ' , ( ?1/4 ' • " ,14 --; r, ,.., - ' .., .. - - -" 4 441 • ',.'' - -.,-;,...' :----":-'--- -,-., :. - -2...E -- .. , :k. ' \- \ • WATERLINE ., t .) hi . \ I - 2: ' ..5:- ( . .., ,, , , t. f :•• - - ,f• -- k / N .. . \,,..„:„.; _ i - 1\ --"- -- -: --Mt ' • - i. .k: 1 . i. j i . I i _, \ ..\,,. 4/ ‘z. -:-..), . t.,- .: ..... t \ i -.:-.„ , ; \ , ,' *■, 0 i e , ./1 i> < ., .17 ic . '7 1 .1 1. ' . -.----:: - ' =- - c--- I ). ‘.. \- ,e 1 c 1 e ' ', ) ji) fr 2 '-,*--: 2 , -...:-. ... .') ). 1 1 1 2 • / /1'..::': '',..'/h f .: -,. „':, • t 'i, ‘ 1 :) I 1 : i ' f % . ', ' — ,..; : ,'; ‘..,, ,,, •./,' /e.. '2 .' -t , v '; , ;, i: " , A ,,..\, oy •'. 4' T., 'it C 'T 4- ../e . '" - C.---;?.... , ( / e i l t • / / ( ':•;) :•‘ ,,i i I in' • e ' \,,• 1 , ( / \-„ ' ,. .- ; ...:.,1 / t ./., j 1■,‘'".,,• if ,. - y„,:,,„: i , ;-, ,, .• i 44 -, 21 •=lt t ) 1 d ‘ / ( .':. ? . ) '.';‘,` - .., ..2- 4 . ' ." it -1 ( - .• 27110..."-"%it a ,:', ix : ., .- ,,;..' 12 ,. .N. • .. . 2 . ( i 1 ( j Project Understanding Pump Station Water Service Connection The Los Alamitos Flood Control Pump Station will receive water service from the new 12 -Inch waterline. The water service is required to supply the building's sprinkler system, the natural gas engine heat exchangers, toilet and sink, and to provide wash -down water for maintenance purposes. To accommodate the water service, a new tee (12" x 8 ") with a valve and blind flange will be included in the design of the watermain project for future connection by the County. It is assumed that the metering facility and backflow prevention devices will be constructed by the County and are not part of the 12 -inch watermain scope of work. Adolfo Lopez Drive Connection At Adolfo Lopez Drive, it fs proposed that the new watermain be connected to the City's existing 10 -inch AC ':facility just east of an existing valve near the end of the cul -de -sac. This will mean that the new 12 -inch watermain will parallel an existing 8 -inch PVC pipe which serves the Herron Point Development for a short distance. Joining the existing 8 -inch pipe is not recommended as it would restrict the overall capacity of the new 12 -Inch line. The proposed 12 -inch waterline point of connection in Adolfo Lopez Drive is shown in Figure 4. Capping of the 18 -Inch Main In Westminster Avenue � 1 It will be necessary to abandon the existing 18 -inch watermain in the north Basin Access Road by capping the pipe at a location somewhere in Westminster Avenue. The first alternative would be to cut the existing 18 -inch steel watermain west of the last hydrant on Westminster Avenue (about 600 feet west of Apollo Drive). This hydrant (in addition to fire protection) could then be used as an emergency connection point with the City of Long Beach system (see Figure 5). The second alternative would be to cap the 18 -inch line just downstream of the existing valve located in the basin road entrance from Westminster Avenue. This spot could then be used as the location for a new emergency interne facility with the City of Long Beach. The work in Westminster Avenue will most likely require an encroachment permit from the City of Long Beach because the traffic control set -up for construction will extend into the City's. limits. Although obtaining this permit is not included as part of our project scope, AKM will include provisions in the Contract Documents for the 12 -Inch watermain which requires the Contractor to obtain this permit. Los Alamitos Pump Station Construction Schedule The County has indicated that construction at the Los Alamitos Pump Station is expected to continue for about another year. The County has also suggested that it may be difficult to allow the waterline to be constructed prior to pump station work being completed, as it would impact their Contractor's operations. AKM guarantees that we will hold our proposal price should a delay in construction of the waterline be created by the County. CITY OF SEAL BEACH 4 -5 Orange County Flood Control 12 -Inch Water Main ®®h ®® ® ®, era AKM Proposal No. 10.1071 ® ® ®®® UJ- B _ E( I 1 \ i r I I.- pia era \ -' ,I j�I N , � >/ '' d I 111 }} i 1 _ m ° cc 2 occ �� ' � I ff . k \ (. J OW 46 N I tII. to L �- it . � W W¢ t, ft. 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I� '� • _ . . °: 1 ' 7 fri ` 4 It! I 1 _ TIN FIE HYDRANT t " Lot 2 • b4t:. ' ' f POTENTIAL LOCATION TO CAP I. EXISTING /8-INCH WATERMAIN AKM Consulting Engineers CITY OF SEAL BEAC ., MOM ®0 A® 553 Wald SL o wo Irvine, Co. 92618 ORANGE COUNTY F L r. e / 1 T Tiro CMG 12 -INCH WAT ty '. iza 5 (949) 753 -7333 LLWOFS,jOpSy.yy/,.Of -]1 S.dPexngL tt Cwwg12 wol.eP \Caff Re, 905_e.4G p b.W/]Oy Project Understanding SCOPE OF WORK The City of Seal Beach has developed a detailed scope of work for the project, which is acknowledged in its entirety, and included as part of our proposal. In this section, we will therefore not repeat the RFP scope elements, but will provide our approach and enhancements to each task. TASK 1 — PROJECT INITIATION AND PROGRESS MEETING A project kick -off meeting will be conducted to introduce project team members, establish lines of communication, obtain project information, and discuss project Issues. It Is initially envisioned that the following will be reviewed: ✓ Proposed 12 -inch watermain alignment in the access road. ✓ Provisions for County water service at the pump station. ✓ Alignment of 12 -Inch watermain through City property at the end of the Adolfo Lopez cul -de -sac. Pipe location will be chosen so that the parcel remains useable for future development (at one time the Animal Shelter was proposed to be relocated to this area). ✓ Connection to the existing 10 -inch AC watermain in Adolfo Lopez Drive; configuration of vaiving; and identification of required water service shutdowns to accommodate the tie -in. ✓ Capping of the existing 18 -inch watermain In Westminster Avenue (downstream of the existing fire hydrant; or downstream of an existing valve In the Westminster Avenue entrance to the Basin Access Road; or other location). Removal, or abandonment in place, of the dead 18 -inch watermaln, and provisions, if any, to accommodate a future emergency connection with the City of Long Beach. ✓ Environmental documentation, including preparation of a categorical exemption, and the Coastal Development Permit. ✓ Coordination with County ✓ Schedule for completing the work. Minutes summarizing all meeting discussions will be prepared by AKM, and distributed to all meeting participants. O Task 1A — Progress Meetings Progress meetings will be held with the City to review the work schedule and project issues. Meetings will be conducted as requested by the City, however it is envisioned that a meeting will be held immediately after the preliminary plans are developed to discuss potential challenges, resolve conflicts, and gain consensus for the overall direction of the project. Once approved, the preliminary plans will be used for completion of the project's environmental documents. CITY OF SEAL BEACH 4 -8 ( i Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10 -1071 • Project Understanding Additional meetings will occur at the time of each milestone submittals to discuss and finalize all remaining project issues. Minutes will be prepared by AKM for each progress meeting which is conducted and distributed to each meeting participant. TASK 2 — UTILITY COORDINATION AKM will perform a complete utility investigation to identify the location of existing facilities in the area of work. The effort will involve contacting Underground Service Alert to obtain a list of utility companies with facilities in the project vicinity. Letters will then be sent to each agency requesting as -built information on their underground structures. If the utility drawings do not show a definitive location for a facility, AKM will request that the utility company mark it in the field so that it may be appropriately plotted on a base map. After all utility information has been obtained and plotted, AKM will conduct field reviews (consisting of a survey of surface improvements) to verify the accuracy of the utility mapping. Discrepancies discovered in the field will be brought to the attention of the utility company and resolved. By virtue of our work on previous projects in Adolfo Lopez Drive and Westminster Avenue, AKM already maintains an extensive record of existing utilities In the area of work. We will not however rely on these ( previous efforts without fully verifying the information through current records. Although drawings exist for the County's 6 -inch gas line in the Basin Access Road, it appears that due to limitations in the bending radius of the polyethylene pipe being used, a consistent alignment was not maintained in the road. Therefore, AKM will request that the County field mark this facility, and AKM will survey the markings for inclusion on the utility base mapping. O Task 2A — County Coordination AKM will coordinate the waterline design work with the County to ensure that conflicts are eliminated, and provisions for future facilities are provided. Based upon conversations with County personnel, a new 2- inch sewer forcemain from the Los Alamitos Pump Station to the sewer facilities in Adolfo Lopez Drive may also be constructed in the Basin Access Road. It is also understood that the County will now be taking water from the City for its pump station operation, which will require a turnout from the proposed 12- inch watermain. The location and configuration of this turnout will be coordinated with the County and the City. It is assumed, for the purpose of this proposal, that the metering facility and backflow prevention device for the water service will be designed and constructed by the County, and are not part of AKM's proposal. AKM will process plans through the County at each submittal stage until final approval is achieved. ' CITY OF SEAL BEACH 4 -9 Orange County Flood Control 12 -Inch Water Main ® ® mla® ®® AKM Proposal No. 10 -1071 Project Understanding TASK 3 — SURVEY AKM has on file, topographic mapping of the Los Alamitos Flood Control Basin and Adolfo Lopez Drive, which is approximately 8 years old. AKM will supplement this mapping with ground surveys to identify all surface features, establish existing grades, dip existing drainage culverts, locate the 6 -Inch gas line (currently under construction), and map the current alignment of the Basin Access Road. Ground surveys will be based upon NAD83 Datum, and will be prepared by Harvest Engineering, under the direction of Manny Ramos, as a subconsultant to AKM Consulting Engineers. TASK 4 DESIGN DRAWINGS AKM will prepare plan and profile drawings and details for the construction of the 12 -inch watermain. Plan and profile drawings will be created at a horizontal scale of 1 " =20 feet, and a vertical scale of 1 " =2 feet. Details will be generated for all connection points and all construction elements not addressed by a City standard, and will be drawn at a scale of W =1 or larger. It Is initially estimated that the following drawings will be produced. 1. Title Sheet, General Notes 2. Sheet Index, Construction Notes, Benchmark 3.-9. 12 -Inch Watermain Plan and Profile 10. Connection Details at Adolfo Lopez Drive, and at the Los Alamitos Pump Station, Capping Details ( at Westminster Avenue 11. Miscellaneous Sections and Details Design drawings will be submitted at the preliminary, 70 %, 90 %, 100 %, and final design levels. Drawings will be created on City Standard Title Block on 24" x 36" size sheets. Final approved drawings will be plotted on mylar, and will be signed and sealed by a registered professional engineer In the State of California. Electronic files of the final drawings, in AutoCAD format, will also be furnished to the City. TASK 5 — TECHNICAL SPECIFICATIONS Special provisions delineating the project related issues and the technical requirements will be prepared in CSI 1994 numbering format. The Special Provisions will describe special design and coordination features of the project, as well as provide requirements for materials, equipment, installation, and workmanship. A bid schedule will also be prepared which will be broken out into sufficiently detailed tasks to assist in evaluating the bids and preparing progress payments. City furnished contract and insurance documents, as well as a reduced set of drawings, will be included to complete the specification package. Specifications will be submitted at the 90% and 100% review levels to the City for comment. Final specifications will be signed and sealed by a registered professional engineer in the State of California, and will be submitted to the City as a hard copy in a loose -leaf binder, and on CD in Microsoft Word format. CITY OF SEAL BEACH 4 -10 Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10 -1071 ( . Project Understanding TASKS 6 — COST ESTIMATES Detailed construction cost estimates will be developed for each plan submittal to the City. The estimates will incorporate price quotes from equipment vendors, and will reflect the most recent trends in construction pricing. TASK 7 ENVIRONMENTAL PERMITTING Our environmental services for the project consists of four (4) tasks, as described below. Based upon the nature of the work and length of the pipeline, we believe the project qualifies for categorical exemption under the CEQA process. Our proposal Is therefore based upon this assumption. Environmental permitting will be completed by ESA as a subconsultant to AKM, under the direction of Mr. Tom Barnes. O Task 1 — Biological Site Visit A biological field survey of the project site will be conducted to identify biological resources, including the potential for special- status plant and animal species to utilize the project pipeline corridor. A biological survey report will be prepared describing the methods and results of the survey along with maps of the site. The assessment will explain if the proposed project is likely to jeopardize the existence of species proposed for listing or result in the destruction or adverse modification of any sensitive habitat. The survey report will be submitted to the Orange County Department of Public Works for review. Comments will be ' addressed and a final report submitted. O Task 2 — Cultural Search A document search of past cultural surveys performed along the project pipeline corridor will be conducted. We will document if the proposed project is likely to impact the existence of historic structures or archaeological resources within the project pipeline corridor. Based on •previously conducted site surveys, a summary report will be submitted to the Orange County Department of Public Works describing the results of the research. Comments will be addressed and a final report will be submitted. O Task 3 — CEQA Categorical Exemption For the purposes of this proposal, we assume that the project will be eligible for a statutory exemption under Public Resources Code Section 21080.21. We will prepare a Notice of Exemption for the City, which will complete the City's CEQA compliance obligations. O Task 4 — Apply for Coastal Permit A Coastal Development Permit (CDP) will be required from the California Coastal Commission (CCC). We will prepare an application for the CDP for submittal to the CCC based on project information, as well as the biological and cultural reports. As required, the application will include a detailed project description and analysis of potential environmental effects of the project. We will submit the application to the City and OCDPW for review. We will incorporate comments and submit the application to the CCC. We have ( CITY OF SEAL BEACH 4 -11 Orange County Flood Control 12-Inch Water Main ® — la ®� AKM Proposal No. 10 -1077 ® ® �®® Project Understanding provided for 3 meetings with CCC to discuss the project. We have budgeted for one iteration of the application incorporating CCC comments on the first submittal. TASK 8 — BID SUPPORT AND CONSTRUCTION SUPPORT AKM will provide bid and construction phase support as follows: 1. Bidding Phase A. Respond to Questions During Bidding This task will involve responding to Contractor questions during the bid. It is understood that the City will receive all the questions and issue the responses in order to properly control the flow of information. B. Attend Pre -Bid Conference The Project Manager will attend this meeting to respond to Contractor questions. C. Prepare Addenda If needed, the plans and specifications will be revised to address any bidding period issues and addenda will be prepared. 2. Construction Phase A. Attend Pre - Construction and Conduct Field Visits The Project Manager will attend the pre- construction meeting. The Project Manager will also be available to provide 2 field visits to inspect work, respond to questions, and resolve issues. B. Respond to Requests for Information and Requests for Change Order AKM will provide responses to request for information and change order proposals submitted by the Contractor. Clarification drawings will be prepared and distributed, as required. C. Shop Drawing Review The shop drawings will be received by the City and transmitted to AKM for review. Two reviews of each shop drawing have been included in the scope of work. AKM will maintain a complete log of the shop drawing review process. Shop drawing reviews will be completed within 2 weeks of receipt. It is currently anticipated that shop drawings will be required for: pipe, valves, fittings, A.C., pavement, imported material, and concrete mix design. • CITY OF SEAL BEACH 4 -12 - Orange County Flood Control 12 -Inch Water Main AKM Proposal No. 10 -1071 Project Understanding D. As -Built Drawing Preparation The Contractor and Resident Engineer's redline drawings will be used for preparation of as -built drawings. Deliverables will include: • 1 Set — Revised Mylar Drawings • 1 Set — Electronic copy of the Revised Plans in AutoCAD format PROJECT SCHEDULE AKM's proposed project schedule is illustrated on the following page. It is based upon implementation of the scope of services as contained within this proposal. Changes to the scope may affect the project schedule. However, it is acknowledged that time is and will remain of the essence throughout the course of the work. Correspondingly, all schedule modifications will be treated in a manner reflecting this consideration. • • ) CITY OF SEAL BEACH 4 -13 Orange County Flood Control 12 -Inch Water Matn ® ®® a 62 ta CI AKM Proposal No. 10 -1071 m ® ®® CO 2 co I I G f f ( co I� ... ■ 1 -4. — : n k .. 1 .- ! I.:.:. ! . ... I .i I I_. 1 1r ■ ( c ) i F .-- 1 li I r` , _ 1.: 1 I ,r I I I I CO r I I f► I .1... . I - - -- I -- e ] I I 212 e .... i ::::: � I I 1 I -- J 1 1- on - - - El .. in 13 ) f , - I I E E p ©I� .. "m I '',e -- --I-- - ---- I I -- .. .. w w v) CD 1 -I _L _ IN i ' I L .' :..I.. I L 1 1 .: .. 1 . is © a- I 1 - ---1- I - - -- --- �.. .. I .. I .... I . O- - -- • m = O 1 O - r r r r r r r Et: r r o 0 o r JU! r5° �I r r rto a l � n tnlven u",v r i3N r`M 7 c 0 m O O N CJ M r NIM a r N M O a 4 0 Ld T- a C . . a r r a s ._ ._ .- a . ._ . a s . C g6.04 O r �^ - W CO O N C O LL V. C c C l 11 µ, U_ ' c LL u_ W C ' 'C al. C 'C 'C 'C ' // N O M LL LL W LL It LL LL LL LL W LL LL LL LL E F y U N ... U IU t3-9 O O O O r r 0 0 0 0 0 0 0- r r r 0 a r r a 0 r r r 0 0 0 0 0 a) p O m N 0 \ r r " r r r r r r r r ` r r • • \ r C $ E N y o mmm MCr�m �vt co - -vo` "Moo- Zr Ca a> 85 c . vmmm Co N Yr W 1- W a m 0> N N m= C r C N N N N N r N ca W a- r N E N a 5� C c or C a C O ' O r O r as t C C ' r c c CC `-'`-' O . c OO 'CLL'COO C . co n. o O T T > . T T T >, T T T 0 in TI T T T T T > , T' y T T >. T T >. T T >. u›). T a y >. y o col (a no o O e .1000000 N ctt co CO ca tOj CO co 0 0 co in t0 0 to O t0 O h O I N h 1O 0 10 0 to t0 0 N 0 (0 Q 0 N tVOI 0 -I N N o ........ N r r r r N r r r r i N V N N M U c c W C yy 2 1 y O N c a. C E Ti y U o a O M N g Wit` It E e >, E E -co--75),(13,1'2V f y &i y y d� t d 0 r g To . � � ▪ i El= l �� p 3C C ' C, �' 3 E ;c oN (OP Wm 0 d • NN of 6 y. 2 tei Ego Np d co mtn ar V p .a. co t , p C._ Lo 0 E - - o o e s E� �o � a .�_ � - W $� ac Z e o o 0 y e e O e O O _ Z ": t OOO m T4 dF ° 2` ° 2` c NO D ° L`� c � g0.` ° 2` : " mU o 1 d Q {/ Y s XanOor FF s aU nUO)Ur U j Ur UI Y mUrULL y V O \ y y y y y y 0 F 1-' r F F I-- o N rNM V LnMn M W O rNM 7tOM nMm N NN CO N N N CO N N N NC 0 0 M CO CO CI cr) 2 SECTION 6.Financiai Disclosure AKM Consulting Engineers has no bankruptcy, pending litigation, planned office closure or impending mergers that may impede AKM's ability to complete the project. CITY OF SEAL BEACH 6 -1 Orange County Flood Control 12-Inch Water Main .tan. EUl n_an, t AKM Proposal No. 10-1071 o ©ao SECT /ON 7 Staff Hour Schedule The following proposed staff hour schedule for the project delineates the levels of anticipated effort by task and phase. This schedule is based upon our present understanding of the project. The City may elect to revise the levels of effort to accommodate adjustments to the projects Scope of Work. AKM welcomes the opportunity to discuss our project approach and respective levels of effort with the City. Please note, the Staff Hour with the Fee Estimate is presented in a separate sealed envelope, as requested. Staff Hour Estimate Worklioprs by Ciaullicatlon. e< , i . Assaybie CA,OO - - Office Tout, ; TaskNo.lOesedphon . .. F PdnO PA4dpe!EnOr Engtnser, E Tes{t l .saner!., E4rEamen t support Bowe, Task 1. Project Initiation and Progress Meetings 8 8 Task2. Utility Coordination 2 8 10 Task3. Survey 4 36 40 Task 4. Design Drawings 4 36 36 200 276 Task 5. Prepare Technical Specifications 4 12 12 28 Task 6. Prepare Estimate of Probable Construction Cost 4 2 6 ( 1 Task7. Bid Support and Construction Support 16 8 8 32 Total Hours 8 82 46 208 20 400 CITY OF SEAL BEACH 7 -1 Orange County Flood Control 12 -Inch Water Main MO AM.® AKM Proposal No. 10 - 1071 ® ® ® ®® DEPARTMENT OF PUBLIC WORKS City of Seal Beach EXHIBIT "B" Letter of Acceptance Proposer Name: AKM Consulting Engineers Mr. Michael Ho, P.E. City Engineer City of Seal Beach (562) 431 -2527 ext 1322 211 8 Street (562) 430 -8763 fax Seal Beach, CA 90740 In response to the Request for Proposal, for City of Seal Beach Orange County Flood Control — 12 -inch Water Main, we, the undersigned, hereby declare that ( ' we have carefully read and examined the RFP documents, and hereby propose to perform and complete the work as required. We, the undersigned, agree to supply the Scope of Work at the costs indicated in our cost proposal if our Proposal is accepted within (90) days from the date specified in the proposal. If awarded a Contract, the undersigned agrees to execute a Contract which will be prepared by the City for execution, within 10 calendar days following notification of award, and will deliver to the City prior to the commencement of Scope of Work the necessary original Certificates of Insurance. The undersigned acknowledges receipt, understanding and full consideration of the following Addenda to the RFP Documents (if applicable): Addenda No. Addendum No. 1 Proposer represents that the following person is authorized to negotiate on its behalf with the City in conjunction with this RFP: John Loague, P.E. Principal (949) 753 -7333 Name Title Phone ( DEPARTMENT OF PUBLIC WORKS City of Seal Beach The undersigned certifies that it has examined and is fully familiar with all of the provisions of the RFP documents and is satisfied that they are accurate; that it has carefully checked all the words and figures and all statements made in the proposal requirements; that it has satisfied itself with respect to other matters pertaining to the proposal which may in any way affect the work or cost thereof. The undersigned hereby agrees that the City will not be responsible for any errors or omissions in these RFP Documents. BY: , co (nature John Loaque, P.E. type or Print Name Principal Title 553 Wald Business Address Irvine, CA 92618 City, State, & Zip Code (9491753 -7333 Telephone Number (949) 753 -7320 Fax Number EXHIBIT B Fee Schedule STAFF HOUR AND FEE ESTIMATE City of Seal Beach Orange County Flood Control 12 -Inch Watermain August 31, 2010 ..,< . WorkhoG(iltfy.Ciasslfloaloa. p ,. x ? Principal A894cietp =,GAUD Olficec Total Sub , =, TaskNo`tDescnptlon, TOTAL Pd6ctpal Engr Engineer, a Texh Support '�Hou�s consuitanl� Task 1. Project Initiation and Progress Meetings 8 8 $1,512 Task 2, Utlllty Coordination 2 8 10 $1,298 Task3. Survey 4 40 $7,000 $7,756 Task 4, Design Drawings 4 36 36 200 276 $28,736 Task 5. Prepare Technical Specifications 4 12 12 28 $3,852 Task 6. Prepare Estimate of Probable Constr. Cost 4 2 6 $986 Task 7. Environmental Permitting Task 7. Bid Support and Construction Support 16 8 8 32 $4,232 Total Hours 8 82 46 208 20 400 Unit Cost $198 $189 $115 $85 $66 Total Labor Cost ($) $1,584 $15,498 $5,290 $17,680 $1,320 $7,000 848,372 Expenses $1,728 TOTAL COST $50,100 ®® 1 ® ®® Er ® ® ®® AKM Proposal No, 10 -1071 AKM CONSULTING ENGINEERS HOURLY FEE SCHEDULE January 2010 Labor Classification Hourly Rate 1. Principal $198.00 2. Principal Engineer $189.00 3. Project Manager $180.00 4. Associate $170.00 5. Project Engineer $165.00 6. Senior Engineer $150.00 7. Associate Engineer $115.00 8. Financial Analyst $95.00 9. Construction Manager $110.00 10. inspector $90.00 11. Assistant Engineer $87.00 12. Senior Designer /Senior CADD Technician $90.00 13. Designer /CADD Technician $85.00 14. Engineering Technician / $80.00 15. Engineering Aide $55.00 16, Data or Word Processing $66.00 17. Office Support $60.00 Out of pocket expenses (blueprinting, reproduction and printing, delivery, etc.) will be invoiced at cost plus 15 %. Subcontracted services will be marked up 15% in order to cover costs associated with administration, coordination and management of subcontractors. Mileage will be invoiced at $0.65 /mile. This schedule of rates is in effect until June 30, 2011, at which time it may be adjusted. ES tel Af k r - awn Ad- rEl e ' > ®®® Ar ® ®®® AKM Proposal No. 10 -1071 ®_ ®® La Attachment "C" Location Map Los Alamitos Pump Station — Utility Exhibit Created By: Nasey Nielsen Attachment "D" Grant of Easement RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: City of Seal Beach Attention: City Clerk 211 Eighth Street Seal Beach, CA 90740 GRANT OF EASEMENT SPACE ABOVE THIS LINE FOR RECORDER'S USE THE CITY OF SEAL BEACH, a California Municipal Corporation, and Charter City hereinafter designated "Grantor or City" does, for a valuable consideration, the receipt of which is hereby acknowledged, grant and convey on this the — day of 20 , THIS GRANT OF EASEMENT, hereinafter designated "Easement ", being a non- exclusive easement as described in Exhibit "A" and Exhibit `B" attached hereto and made a part of the description, to the ORANGE COUNTY FLOOD CONTROL DISTRICT, a body corporate and politic, hereinafter designated as "Grantee or District ", subject to the terms and conditions set forth below, for the specific purpose of permitting Grantee the right to take access over and across that portion of Grantor's property as described in Exhibit "A" and Exhibit "B" (the Easement Area). Grantor herein reserves the right to grant to others an easement or easements over, upon or on the surface of the above described easement. By acceptance of the Easement created hereby, Grantee covenants and agrees with Grantor as follows: 1. Reservation of Rights: Maintenance. Repair. Replacement. and Relocation of Certain Facilities Within Easement Area. Grantor hereby reserves and retain' all other property rights in and to the Easement Area, including without limitation, the rights to (a) use the Easement Area for any purpose whatsoever, so long as such use does not unreasonably interfere with Grantee's rights hereunder (it being expressly understood that the use of the surface of the Easement Area for vehicular traffic, pedestrian traffic, landscaping, parking, signage, maintenance and repair of facilities installed in and on Easement Area shall be deemed not to unreasonably interfere with Grantee's rights hereunder) and (b) locate or relocate electric, gas, water, and sewer lines and other utilities in the Easement Area, so long as such improvements do not unreasonably interfere with Grantee's permitted use of the Easement Area. 1 of 11 Grantor, its successors and assigns and persons occupying or lawfully present on the Easement Area shall not be liable for damage, if any, which may be caused by normal and reasonable use of, or vehicular or pedestrian traffic over, the Easement Area by Grantee. 2. Restricted Access due to Emergency. Grantee agrees that access to the Easement Area may be restricted by Grantor in the case of an emergency requiring the maintenance, replacement, repair and/or removal of the above noted facilities. Grantor will endeavor to minimize the time required to eliminate the emergency and the time required for restricted access. 3. Other Easements and Uses of Easement Area. Grantee acknowledges that the Easement Area contains other easements for use and access and that Grantor may, at Grantor's discretion, create or eliminate such other easements as Grantor deems appropriate. Grantor agrees other easements or uses granted or allowed by Grantor on or within the Easement Area will not be allowed to unreasonably interfere with Grantee's right to take access over and across the Easement Area. 4. Maintenance of Surface Improvements Within Easement Area. Grantee agrees that it will provide 50% of the cost of the maintenance and repair of surface facilities within the Easement Area, including asphalt concrete pavement, base rock, dirt and slope maintenance, fencing, irrigation, and landscaping and other items that may be installed from time to time. Grantor agrees to exercise and to require others using the Easement Area to exercise due care to not damage any of the surface facilities within the Easement Area. 5. Removal of Existing Water Line. Grantee agrees to remove, at no cost to Grantor, the existing City of Seal Beach water line within the County of Orange Los Alamitos Retarding Basin ( "Retarding Basin ") which was originally installed under Orange County Permit No. 09768. 6. Grant of Access and Water Line Easement. Grantee agrees to grant to the City of Seal Beach ( "City") a 30 foot wide access and water line casement ( "City Easement)" for access and construction of water lines in, over on, under, upon, along, across, and through the Retarding Basin (AP# 095- 010 -36) service road along the southerly 500 feet of the east service road and along the full length of the south side service road as described in Exhibit "C" and shown in Exhibit "D ". The City Easement will provide access and will allow the City to construct a new water line tie from the City's existing water line at the southwest corner of the Retarding Basin to the City's existing water line in Adolfo Lopez Drive. Damages to District's property resulting from City's use of the City Easement shall be 2 of 11 repaired by City to the satisfaction of District at City's cost. Access to the City Easement will be taken from the westerly end of Adolfo Lopez Drive, the City of Seal Beach Corporation Yard Property, and the Hellman Property adjacent to the Los Alamitos Retarding Basin. 7. Prohibition Against Liens. Grantee shall not permit any mechanics', materialmen's or other liens to be filed against Grantor's property or any part thereof for work or materials furnished Grantee in connection with the Easement, and Grantee agrees to indemnify, defend and hold Grantor harmless from and against the same. 8. Indemnification. To the extent permitted by applicable law, Grantee shall indemnify, defend and hold harmless Grantor from and against any and all claims, demands, losses, damages, costs and expenses (including but not limited to court costs, penalties and reasonable attorneys' fees), judgments, liabilities and causes of action of any nature whatsoever resulting from or relating to the use or occupancy of the Easement Area by Grantee or arising in any manner out of the acts or omissions of Grantee or its agents or employees or any other persons acting under Grantee's direction or control in connection with the Easement or with the use or occupancy of the Easement Area. The indemnity obligations noted herein shall survive any termination of the Easement. 9. No Representations or Warranties: Subject to Encumbrances. Grantee agrees that it is accepting the Easement without any warranty or representation regarding the Easement or the Easement Area, and subject to all valid and existing licenses, leases, grants, exceptions, encumbrances, title, defects, matters of record, reservations and conditions affecting Grantor's property and/or affecting access thereto. 10. Condemnation. Grantee shall not claim or declare any fee interest in and to the Easement Area, and in the event of eminent domain proceedings or settlement pursuant thereto, Grantee shall make no claim against the award or compensation accruing out of or resulting from such event, save and except any payment made to Grantee for damage to the surface facilities or with respect to removing or relocating the same. 11. Attorneys' Fees. If either party brings an action at law or in equity to enforce or interpret this agreement, the prevailing party in such action shall be entitled to recover reasonable attorneys' fees and court costs for all stages of litigation, including, but not limited to, appellate proceedings, in addition to any other remedy granted. 12. Successors and Assigns. The terms "Grantor" and "Grantee ", wherever used in this instrument, are intended in each instance to include the 3 of 1 1 successors and assigns of Grantor as the owner of the Easement Area, and Grantee as the owner of the surface facilities; provided however, that any liability or obligation of Grantor as to future events shall terminate upon the transfer of ownership of the Easement Area. 13. Miscellaneous, This agreement shall be governed by and construed in accordance with the laws of the State of California. This agreement shall not be construed strictly for or against either Grantor or Grantee. By its acceptance of this instrument, Grantee certifies to Grantor that it is authorized to and hereby accepts and agrees to the same, and that its covenants and agreements herein above stated constitute legal and binding obligations of Grantee and are enforceable against Grantee in accordance with their terms. IN WITNESS WHEREOF, the undersigned has executed this instrument as of the date first above written. CITY OF SEAL BEACH, a Municipal Corporation and Charter City Signed: Mayor Acknowledged: City Clerk 4of11 ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF On before me, a Notary Public for the State of California, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his /her /their capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature 5of11 CERTIFICATE OF ACCEPTANCE This is to certify that the interest in real property conveyed by the within deed or grant to the ORANGE COUNTY FLOOD CONTROL DISTRICT, a body corporate and politic is hereby accepted by order of the Board of Supervisors of the County of Orange, California, acting as the governing board of the ORANGE COUNTY FLOOD CONTROL DISTRICT, and the ORANGE COUNTY FLOOD CONTROL DISTRICT consents to recordation thereof by its duly authorized officer. ORANGE COUNTY FLOOD CONTROL DISTRICT Dated: By Chairman, Board of Supervisors SIGNED AND CERTIFIED THAT A COPY OF THE DOCUMENT HAS BEEN DELIVERED TO THE CHAIRMAN OF THE BOARD. ATTEST: Darlene .1. Bloom Clerk of the board of supervlsars Orange County Flood Control District Orange County, California Approved as to form: County Counsel BY: Deputy Date: 6of11 EXHIBIT "A" (ACCESS EASEMENT) APN NO. 095 -010-51 THAT PORTION OF PARCEL 1. IN THE CITY OF SEAL BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS'SHOWN ON MAP FILED IN BOOK 94, PAGE 1 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECOR.DER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID PARCEL 1, SAID CORNER BEING AN ANGLE POINT IN THE NORTHEASTERLY LINE OF THE LAND SHOWN "DESIGNATED REMAINDER PARCEL" ON TRACT NO. 15402 RECORDED IN BOOK 832. PAGES 38 THROUGH 44 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY; THENCE ALONG THE SOUTHWESTERLY LINE OF SAIO PARCEL 1 AND ALONG SAID NORTHEASTERLY LINE OF SAID "DESIGNATED REMAINDER PARCEL ", SOUTH 84842'55" EAST 65.27 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A NON.TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 91.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS NORTH 17'2733° WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41803 "3" AN ARC DISTANCE OF 79.88 FEET; THENCE NORTH 2582914" EAST 114.1 "3 FEET TO THE SOUTHWESTERLY LINE OF ADOLFO LOPEZ DRIVE, 80 FEET WIDE, AS SHOWN ON SAID TRACT NO. 15402; THENCE ALONG SAID LAST - MENTIONED SOUTHWESTERLY LINE, NORTH 64442'13" WEST 35.00 FEET TO A LINE PARALLEL WITH AND DISTANT NORTHWESTERLY 35.00 FEET, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE HEREINBEFORE DESCRIBED AS HAVING A BI;ARING AND DISTANCE OF °NORTH 2682914'° EAST 114.13 FEET; THENCE ALONG SAID PARALLEL LINE, SOUTH 25 °29'14" WEST 114.01 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 62.00 FEET, SAID CURVE BEING CONCENTRIC WITH SAID CURVE HEFEINBEFORE DESCRISED AS HAVING A RADIUS OF 97.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6585345' AN ARC DISTANCE OF 71.31 FEET; THENCE NORTH 88437'01° WEST 28.38 FEET TO THE WESTERLY UNE OF SAID PARCEL 1; THENCE ALONG SAID WESTERLY LINE, SOUTH 0181320° WEST 3.38 FEET TO THE POINT OF BEGINNING. CONTAINING 7,139 SQUARE FEET OR 0.164 ACRES. MORE OR LESS. AS SHOWN ON EXHIBIT "5° ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: I pvP` W L ANJ GARY w. DO 4 CH. P.L.S. 4693 DATE e r LICENSE DC FRES 9-30-06 d V Ls iW Y �` Esa. s -50-01 s f \ F. OP C40 7 of 11 EXHIBIT "Jr (ACCESS EASEMENT) SHEET 1 OF 2 SHEETS SCALE 1". 200' 200 100 0 2Q0.' . 1 ► I GRAPHIC SCALE mmarz ] A I 1 ` , RO �� PARCEL 1 �` Plb®.94/1 \ ��,L LANp ' • 4� � `,i fl * Ea 9-3)-0! *; 41 Ser I ethr ii *4 "is e SKETCH JO ACCOMPANY LEGAL DESCRIPTION 'fr # . / PREFAB'. UNDER THE SUP : 51011 OF: ' LEGEND / (/ /// /INDICATES SUBJECT PROPERTY L LLI0i_. - _ INDICATES SUBJECT PROPERTY BOUNDARY LINE GARY W. OCR ". LS.. 4693 (• _ INDICATES EXISTING LOT LINE 8 of 11 EXHIBIT "B" SHEET 2 OF 2 SHEETS (ACCESS EASEMENT) RBA 83/2.2 \` OpF 4 s Nit S i 3 � 30 � w N B q ` \ -- --6) b 3 i z Q' v.• E�AIiC�.9 Pa. X4/1 � h F1 h h 8 \\* 2 + y0 v°1 r R �i� J Wiz; .3s\ 1 'B 'v 6o 41 ! • 01-M11/03 3 1'5 . 0/2005) 03 9 44.6 200 100 SCALEO ".200 2 , RIBMWSBX Pd50i21�, 'ice. 1 GRAPHIC SCALE 9 of 1 1 EXHIBIT "C" (FUTURE WATER LINE AND ACCESS EASEMENT TO BE GRANTED TO THE CITY OF SEAL BEACH BY THE ORANGE COUNTY FLOOD CONTROL DISTRICT) APN NO. 095 - 010 -36 THAT PORTION OF PARCEL NO. C1 -104 OF DEED TO ORANGE COUNTY FLOOD CONTROL DISTRICT, IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, RECORDED 1 -27 -1961 AS INSTRUMENT NO. 15591, IN BOOK 5609, AT PAGE 69 OF OFFICIAL REDORDS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF ORANGE, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID PARCEL NO. C1 -104 , SAID CORNER ALSO BEING AN ANGLE POINT IN THE NORTHEASTERLY LINE OF THE LAND SHOWN AS "DESIGNATED REMAINDER PARCEL" ON TRACT NO. 15402 RECORDED IN BOOK 832, AT PAGES 38 THROUGH 44 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL NO. C1 -104, NORTH 89843'20" WEST, 380.00 FEET, TO AN ANGLE POINT; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL NO. C1 -104, NORTH 53829'39" WEST, 1116.68 FEET, TO AN ANGLE POINT; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL NO. C1- 104, NORTH 89842'55" WEST, 310.00 FEET, TO AN ANGLE POINT; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL NO. 01 -104, NORTH 0816'00° EAST, 30.00 FEET; THENCE DEPARTING TO THE RIGHT FROM THE AFORESAID LINE SOUTH 89842'55° EAST, 319.81 FEET, SAID LINE BEING PARALLEL TO AND BEING 30.00 FEET PERPENDICULAR DISTANCE FROM THE ABOVE NOTED PARCEL NO. C1 -104 SOUTHWESTERLY LINE; THENCE SOUTH 53829'39" EAST, 1116.68 FEET, SAID LINE BEING PARALLEL TO AND BEING 30.00 FEET PERPENDICULAR DISTANCE FROM THE ABOVE NOTED PARCEL NO. 01 -104 SOUTHWESTERLY LINE; THENCE SOUTH 89843'20° EAST 340.15 FEET, SAID LINE BEING PARALLEL TO AND BEING 30.00 FEET PERPENDICULAR DISTANCE FROM THE ABOVE NOTED PARCEL NO. 01 -104 SOUTHERLY LINE; THENCE NORTH 0816'50° EAST, 260.14 FEET, SAID LINE BEING PARALLEL TO AND BEING 30.00 FEET PERPENDICULAR DISTANCE FROM PARCEL NO. C1 -104 EASTERLY LINE; THENCE SOUTH 89843'10° EAST, 30.00 FEET, TO A POINT IN THE EASTERLY LINE OF SAID PARCEL NO. C1 -104; THENCE ALONG THE EASTERLY LINE OF SAID PARCEL C1 -104 SOUTH 0816'50' WEST, 290.17 FEET TO THE POINT OF BEGINNING. lOof11 CONTAINING 61,988 SQUARE FEET OR 1.423 ACRES. MORE OR LESS. AS SHOWN ON EXHIBIT "D" ATTACHED HERETO AND MADE A PART HEREOF. EXHIBIT "D" (FUTURE WATER LINE AND ACCESS EASEMENT TO BE GRANTED TO THE CITY OF SEAL BEACH BY THE ORANGE COUNTY FLOOD CONTROL DISTRICT) • i V EXHIBIT "D'' is i 4, Lm MJ*TOf Riny00I MU4 .1i P NCEL L6 C1-11)4 R IcL m IMAM R c oma rLOa3 ooaasl vur ner y w u I MK SI PAM it Olt 16 0391. nT.+� b / 11 V 4. r ` 30' Ma LDc moon SCALE J' "300' r rrI ter . er );:"." s Prr. ptt O< . iW y'r JM Eoaaiana. r Zi ;r g 1111 1RMr IMP 60 S 311 MAP= h noc s . MJS . z \� • / 3z. ►6�a x naa3al /.I. as Ai 30r ..\� ram RIMEL 0 DI DIED TO M Pt 41 hh • OF LOS MOW PER LZ RLa MCIFEND MOWN i • IM Al mac 3436 456 at I� . 500‘ P+WE737 Cr OA 7 i - 11 on].