Loading...
HomeMy WebLinkAboutPFA AG PKT 2012-12-10 #N 5EAt AGENDA STAFF REPORT DATE: December 10, 2012 TO: Honorable Mayor and City Council THRU: Jill R. Ingram, City Manager FROM: Sean P. Crumby P.E., Assistant City Manager/Public Works SUBJECT: APPROVE PLANS AND SPECIFICATIONS, AWARD CONTRACT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS PROJECT NO. WT1201, AND APPROVE DESIGN AGREEMENT AMENDMENT NO. I SUMMARY OF REQUEST: It is requested that the City Council: 1. Reject the apparent I st and 2nd low bids for alternate bid item; 2. Adopt Resolution No. 6336: (a) approving the plans and specifications; (b) awarding the contract to Charles King Co. in the amount of $715,000 for a segment of the project (Option 2); and (c) approving Amendment No. 1 to the agreement with Anderson Penna Partners, Inc. for additional design services in the amount of$2,870; 3. Approve expenditures of up to $15,000 for construction support (inspection) to Casulas Construction Services; and 4. Authorize the City Manager to approve contract changes in the amount of $71,500. BACKGROUND AND ANALYSIS: The 2003 Water Master Plan identified areas throughout the city for water main replacements due to aging equipment. The 2005 Sewer System Master Plan identified sewer system deficiencies that require pipes to be upsized to increase capacity. The Water Master Plan and Sewer System Master Plan both identified an area in Old Town, specifically the alley north of Ocean Avenue between 14th Street and 1st Street, where the pipes are aged, deteriorating and deficient in capacity. Construction on the alley north of Ocean Avenue from 14th Street to Main Street was completed in FY 11-12. Agenda Item H The asphalt alley north of Ocean Avenue between Main Street and 1 st Street has existing 4-inch, 6-inch and 8-inch water mains and 6-inch gravity sewer mains. The proposed project will replace both water and sewer lines. The water pipe will be replaced with an 8-inch PVC pipe, upgraded water meters and add fire hydrants. The sewer pipe will also be replaced with 8-inch PVC pipe, Lastly, this project will rehabilitate the alley pavement with a new concrete surface. At the May 14, 2012 City Council meeting, Council authorized the City to enter into an agreement with Anderson Penna Partners, Inc. to provide construction drawings and specifications for the Ocean Avenue Alley Waterline and Sewer Replacements Project No. WT1201. The scope of work consisted of preparing plans and specifications for waterline, sewer replacements, and alley pavement rehabilitation from Main Street to 1st Street. Also, during the design of this project a change order for $2,870 was generated with Anderson Penna Partners, Inc. to Closed Caption Television (CCTV) the sewerlines and review the videos in the alleys north of Ocean Avenue between Main Street to 1 st Street. A construction cost estimate provided by the design engineer during the course of design showed that the $800,000 budgeted for this project is not sufficient to complete the entire scope of work programmed. Therefore, the contract bid documents were prepared such that the City has the option of choosing between awarding construction for the entire project or a scaled-back project that is within the limit of the budgeted funds. In the contract bid documents, the City reserved the right to award the contract based upon lowest cost for construction of alleys between Main Street to 1st Street (option 1), or construction of alleys between Main Street to 6 th Street (option 2). The plans and specifications have been completed and the City has advertised for bids. On November 28, 2012, the City Clerk's office received 6 bids with the following results: Option 1 results: Rank Contractor Base Bid 1 GRFCO Inc. $ 1,375,000.00 2 Cedro Construction $ 1,563,919.50 3 Lonerock $ 1,678,914.00 4 William Pipeline Contractors, Inc. $ 1,684,461.00 5 Charles King Co. $ 1,692,292.00 6 Mike Bubalo Co. $ 1,739,220.00 Page 2 Option 2 results: Rank Contractor Alternate Bid 1 William Pipeline Contractors, Inc. $ 116,250.00 2 GRFCO, Inc. $ 150,000.00 3 Charles King Co. $ 715,000.00 4 Mike bubalo Co. $ 750,000.00 5 Lonerock $ 800,000.00 6 Cedro Construction $ 890,000.00 Shortly after the bid opening, the City received letters from two of the bidders requesting bids be withdrawn. Both GRFCO Inc. and William Pipeline desired to withdraw bids for Option 2 due to clerical errors. GRFCO Inc. and William Pipeline were the two apparent lowest bidders for Option 2. In deference to such requests from the two lowest bidders, it is recommended that the construction be awarded to the third lowest responsive bidder for Option 2. If the Council chooses Option 2, staff recommends that Option 1 be implemented next fiscal year. The remainder of the project has already been designed. The remainder of the project can be budgeted for in the upcoming FY 2013/14 budget and constructed immediately following the new fiscal year (July 1, 2013). The project has been timed such the alley between 8 th Street and Main Street be constructed during the slow period for the businesses. That portion of the project will move forward now. The remainder of the project can occur during the late portion of the summer in 2013. Based upon the references, qualifications, work experience and cost, staff recommends awarding Option 2 to the lowest responsive bidder, Charles King Company for $715,000. Charles King Company has formerly completed a project in the City and received recognition from Council on excellent performance. The City Attorney's office has approved the construction agreement to be used for this project. The contractor has signed the agreement and its included in this staff report. Exhibits to that agreement, including bonds and insurance documents will be provided to the City after the award of contract. ENVIRONMENTAL REVIEW: Pursuant to 14 Calif. Code of Regs. Section 15303, the City has determined that this project is categorically exempt under the California Environmental Quality Act (CEQA) Section 15301(b), Class 1 and Section 15302(c) Class 2. Page 3 LEGAL ANALYSIS: The City Attorney has reviewed and approved as to form. FINANCIAL IMPACT: This project has been identified within the FY 2012-13 Capital Improvement Program and has $800,000 budgeted for design, construction and inspection of the Ocean Avenue Alley Waterline and Sewer Replacements Project No. WT1201. The funding is derived from the Water Capital Fund ($400,000) and from the Sewer Capital Fund ($400,000). The recommended Option 2 includes expenditures as follows: Description Amount Design (Award) $ 84,905.00 Design (Change Order) $ 2,870.00 Construction (Award) $ 715,000.00 Contingency(10%) $ 71,500.00 Material/Testing $ 6,000.00 Inspection (Casulas Construction Services) $ 15,000.00 Total $ 895,275.00 If the Council approved Option 2, the Finance Department will generate a budget amendment in the amount of $100,000 coming from the Water Capital Fund ($50,000) and the Sewer Capital Fund ($50,000). (Budget Modiffication No. 13-06-01 - Agenda Item "ID") Option 1 (entire project) As noted above, the City requested alternative bids. The Council may opt for the entire project (Option 1) at this time, and a different resolution has been prepared and is available if the Council chooses the entire project. An additional $856,275 would need to be allocated to this project to proceed with Option 1. The total breakdown of costs is: Description Amount Design (Award) $ 84,905.00 Design (Change Order) $ 2,870.00 Construction (Award) $ 1,375,000.00 Contingency(10%) $ 137,500.00 Material/Testing $ 16,000.00 Inspection (Casulas Construction Services) $ 40,000.00 Total $ 1,656,275.00 The City has available reserves for the entire project. Page 4 RECOMMENDATION: It is recommended that the City Council: 1. Reject the apparent I st and 2nd low bids for alternate bid item; 2. Adopt Resolution No. 6336 (a) approving the plans and specifications; (b) awarding the contract to Charles King Co. in the amount of$715,000 for a segment of the project (Option 2); and (c) approving Amendment No. 1 to the agreement with Anderson Penna Partners, Inc. for additional design services in the amount of $2,870; 3. Approve expenditures of up to $15,000 for construction support (inspection)to Casulas Construction Services; and 4. Authorize the City Manager to approve contract changes in the amount of $71,500. SUBMITTED BY: NOTED AND APPROVED: Sean P. Crum6y—, P.E. "ill . Ingram, ity M nager Assistant City Manager/Public 4narks Prepared by: Cesar Rangel, Assistant Engineer Attachments: A. Resolution No. 6336 B. Agreement—Charles King Company C. Amendment No. 1 —Anderson Penna Partners Page 5 RESOLUTION NUMBER 6336 A RESOLUTION OF THE SEAL BEACH CITY COUNCIL AWARDING THE CONSTRUCTION CONTRACT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS PROJECT NO. WT1201 (OPTION 2) AND APPROVING AMENDMENT NO. 1 TO THE AGREEMENT BETWEEN THE CITY AND ANDERSON PENNA PARTNERS FOR PROFESSIONAL SERVICES WHEREAS, the City of Seal Beach is proposing the Ocean Avenue Alley Waterline and Sewer Replacements Project No WT120 between Main Street and 6th Street(Option 2)(the"Project");and WHEREAS, staff recommends selecting Charles King Company as the lowest responsible and responsive bidder. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SEAL BEACH DOES HEREBY RESOLVE: SECTION 1. The Council hereby rejects the bids withdrawn by GRFCO, Inc. and Williams Pipeline Contractors, Inc. and awards a contract in the amount of $715,000 to Charles King Company for the Ocean Avenue Alley Waterline and Sewer Replacements Project No.WT1201 between Main Street and 6th Street. SECTION 2. The Council hereby directs the City Manager to execute the contract for the Ocean Avenue Alley Waterline and Sewer Replacements Project No.WT1201. SECTION 3. The City Council hereby approves that certain Amendment No. 1 to the agreement between the City and Anderson Penna Partners dated May 14, 2012, adding an additional$2,870 for services in connection with the design. SECTION 4. The City Council hereby authorizes and directs the City Manager to execute the amendment on behalf of the City. SECTION 5. The City Clerk shall certify to the passage and adoption of this resolution. PASSED, APPROVED and ADOPTED by the Seal Beach City Council at a regular meeting held on the 10th day of December, 2012 by the following vote: AYES: Council Members: NOES: Council Members: ABSENT: Council Members: ABSTAIN: Council Members: Mayor ATTEST: City Clerk Resolution Number 6386 STATE{}FCALIFORNIA ) COUNTY DFORANGE SS CITY OF SEAL BEACH ) 1. Linda Devine, City Clerk of the City of Seal Beaoh, do hereby certify that the foregoing resolution is the original copy of Resolution Number 6336 on file in the office of the City Clerk, passed, approved, and adopted bythe Seal Beach City Council ata regular meeting held onthe 10th City Clerk PUBLIC WORKS AGREEMENT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS PROJECT CIP NO. WT1201 between OF SEAL 9 v�\�pPOAgTF Fq�� o d yC O�Fq z City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 Charles King Company, Inc. 2841 Gardena Avenue Signal Hill, CA 90755 (562) 426-2974 (562) 426-9714 - FAX THIS AGREEMENT is made as of December 10, 2012, by and between the City of Seal Beach, a California charter city ("City"), and Charles King Company, Inc., a General Contractor("Contractor"). 1 of 9 } RECITALS A. WHEREAS, the City Council has approved the plans and specifications for the Ocean Avenue Alley Waterline and Sewer Replacements Project No. WT1201 ("Project")with respect to design criteria; and B. WHEREAS, Contractor has submitted a bid to City for the Project dated November 28, 2012 in the amount of $715,000.00 ("Accepted Proposal" hereinafter). The Accepted Proposal is attached hereto as Exhibit G and contains, among other things, provisions defining the Project scope. NOW, THEREFORE, in consideration of performance by the parties of the mutual promises, covenants, and conditions herein contained, the parties hereto agree as follows: AGREEMENT 1. Contractor's Services. 1.1 Scope and Level of Services. For and in consideration of the mutual promises set forth herein, and subject to the terms and conditions set forth in this Agreement, Contractor shall perform and complete in good and workmanlike manner all work ("Work") required by this Agreement and the documents listed in Subsection 1.2 for the Project. 1.2 Contract Documents. The "Contract Documents" that comprise the agreement between the City and the Contractor are the: Notice Inviting Bids, Instructions to Bidders, Accepted Proposal, Non-Collusion Affidavit, Bid Schedule(s), List of Subcontractors, Contractor's Industrial Safety Record, Contractor's Qualification Statement, Bid Security Forms for Check or Bond, Specifications, General and Special Provisions and documents referenced therein, all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any of said documents, this Agreement, Exhibits attached to this Agreement, including but not limited to the Performance Bond (Exhibit A), Payment Bond (Exhibit B), Workers' Compensation Insurance Certificate (Exhibit C), Insurance Endorsements (Exhibit D), Acknowledgment of Penal and Civil Penalties Concerning Contractor Licensing Laws (Exhibit E), Labor Law Requirements (Exhibit F), Accepted Proposal (Exhibit G) and any and all supplemental agreements executed amending or extending the Work contemplated and that may be required to complete the Work in a substantial and acceptable manner. These Contract Documents are hereby incorporated into this Agreement. 1.3 The Work shall be performed in accordance with the Plans, Specifications and other Contract Documents. Contractor shall furnish at its own expense all labor, materials, equipment and services necessary therefor, except such labor, materials, equipment and services as are specified in the Contract Documents to be furnished by City. 2of9 1.4 In the event of any material discrepancy between the express provisions of this Agreement and the provisions of the other Contract Documents, the provisions of this Agreement shall prevail. 2. Effective Date. This Agreement is effective as of December 10, 2012 (the "Effective Date"), and shall remain in full force and effect until Contractor has rendered the services required by this Agreement. 3. Payment. For performing and completing the Work in accordance with the Contract Documents, City shall pay Contractor, in full compensation therefor, the amount of$715,000.00, subject to any additions and deletions pursuant to the terms of the Contract Documents. Said sum shall constitute payment in full for all work performed hereunder, including, without limitation, all labor, materials, equipment, tools and services used or incorporated in the Work, supervision, administration, overhead, expenses and any and all other things required, furnished or incurred for completion of the Work as specified in the Contract Documents. City shall make payments to Contractor on account of the contract sum at the time, in the manner, and upon the conditions specified in the Contract Documents. The City Manger may authorize extra work to fund unforeseen conditions up to the amount approved at the time of award by the City Council, Payment for additional work in excess of this amount requires prior City Council authorization. 4. Contractor's Personnel. 4.1 All Work shall be performed by Contractor or under Contractor's direct supervision, and all personnel shall possess the qualifications, permits, and licenses required by state and local law and by the Notice Inviting Bids/]nstruction s to Bidders to perform such Services, including, without limitation, a City of Seal Beach business license as required by the Seal Beach Municipal Code. 4.2 Contractor shall be responsible for payment of all employees' wages and benefits, and shall comply with all requirements pertaining to employer's liability, workers' compensation, unemployment insurance, and Social Security. Contractor shall fully comply with the workers' compensation law regarding Contractor and Contractor's employees. 4.3 Contractor shall indemnify and hold harmless City and its elected officials, officers, employees, servants, designated volunteers, and agents serving as independent contractors in the role of city officials, from any and all liabilities, damages, claims, costs and expenses of any nature to the extent arising from Contractor's alleged violations of personnel practices. 4.4 Contractor is, and shall at all times remain as to City, a wholly independent contractor. Contractor shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise act as an agent of City, Neither City nor any of its agents shall have control over the conduct of Contractor or any of Contractor's employees, except as set forth in this Agreement. Contractor shall not, at any time, or 3 of 9 in any manner, represent that it or any of its officers, agents, or employees are in any manner employees of City. Contractor shall pay all required taxes on amounts paid to Contractor under this Agreement, and indemnify and hold City harmless from any and all taxes, assessments, penalties, and interest asserted against City by reason of the work performed pursuant to this Agreement, 4.5 City shall have the right to offset against the amount of any fees due to Contractor under this Agreement any amount due to City from Contractor as a result of Contractor's failure to promptly pay to City any reimbursement or indemnification arising under this Section 4. 5. Indemnification. 5.1 Contractor's Duty. Contractor shall defend, indemnify, and hold the City, its elected officials, officers, employees, volunteers, agents, and those City agents serving as independent contractors in the role of City officials (collectively "Indemnitees")free and harmless from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, bid protests, stop notices,judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever (individually, a "Claim," collectively, "Claims"), in any mariner arising out of or incident to the performance of the Agreement, including without limitation, the payment of all consequential damages and attorneys' fees and other related costs and expenses, Further, Contractor shall appoint competent defense counsel, at Contractor's own cost, expense and risk, to defend any and all such suits, actions or other legal proceedings of every kind arising out of or incident to the performance of the Agreement that may be brought or instituted against Indemnitees. Contractor shall pay and' satisfy any judgment, award or decree that may be rendered against City or the other Indemnitees in any such suit, action, or other legal proceeding arising out of or incident to the performance of the Agreement. Contractor shall reimburse the City and the other Indemnitees, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Contractor or Indemnitees. This indemnity shall apply to all Claims and liability regardless of whether any insurance policies are applicable. 5.2 Bid Protests. In addition to its obligations pursuant to Section 5.1, Contractor shall reimburse the City'for all attorneys' fees and costs incurred by City in connection with, arising out of or incident to any bid protest, 5.3 City's Sole Negligence. Nothing in Section 5.1 shall be construed to require Contractor to indemnify Indemnitees for that portion of any Claim to the extent arising from the sole negligence or willful misconduct of the Indemnitees. 5.4 Nonwaiver of Rights. Indemnitees do not, and shall not, waive any rights that they may possess against Contractor because of the acceptance by City, or 4 of 9 the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. 5.5 Waiver of Right of Subrogation. Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation against the Indemnitees, while acting within the scope of their duties, from all claims, losses, and liabilities arising out of or incident to activities or operations performed by or on behalf of the Indemnitor. 5.6 Survival. The provisions of this Section 5 shall survive the termination of the Agreement and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee's right to recover under this indemnity provision, and an entry of judgment against a Contractor shall be conclusive in favor of the Indemnitee's right to recover under this indemnity provision. 6. Insurance. 6.1 Liability Insurance. Contractor 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 which may arise from or in connection with the performance of the services hereunder by Contractor, and its agents, representatives, employees and subcontractors. The policy limits set forth below do not act as a limitation upon the amount of indemnification to be provided by Contractor. Contractor shall complete and execute the following documents attached as Exhibits hereto and incorporated herein by this reference: 6.1.1 Exhibit D-1: Additional Insured Endorsement - Commercial General Liability. 6.1.2 Exhibit D-2: Additional Insured Endorsement - Automobile Liability. 6.1.3 Exhibit D-3: Additional Insured Endorsement. 6.2 Minimum Scope of Insurance. Unless otherwise approved by City, coverage shall be at least as broad as: 6.2.1 Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001). 6.2.2 Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto). 6.2.3 Insurance Services Office form number CG 20 10 11 85 (Ed. 11185) covering Additional Insured—Owners, Lessees or Contactors(Form 6). 5 of 9 6.2.4 Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance. 6.2.5 Professional Liability insurance. Unless the City waives in the requirement for professional liability insurance, Contractor shall provide to City the standard form issued by the carrier. 6.3 Minimum Limits of Insurance. Contractor shall maintain limits no less than: 6.3.1 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. 6.3.2 Automobile Liability: $2,000,000 per occurrence for bodily injury and property damage. 6.3.3 Employer's Liability: $1,000,000 per occurrence and in the aggregate for bodily injury or disease and Workers' Compensation Insurance in the amount required by law. 6.4 Deductibles and Self-Insured Retentions. Contractor shall inform City of any deductibles or self-insured retentions except with respect to any professional liability insurance. 6.5 Other Insurance Provisions. The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions: 6.5.1 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 Contractor; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. 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. f.5.2 For any claims related to this Agreement, Contractor'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, their officers, officials, employees, designated volunteers or agents serving as independent contractors in the role of City officials shall be excess of Contractor's insurance and shall not contribute with it. 6of9 6.53 Contractor'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. 6.5.4 Each insurance policy required by this Section 6 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. 6.5.5 Each insurance policy, except for any professional liability policy, required by this Section 6 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 or agency officials. 6.6 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, 6.7 Verification of Coverage. All insurance coverages shall be confirmed by execution of endorsements on forms approved by the 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, Contractor's insurer may provide complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications. 7. Liquidated Damages. Should the Contractor fail to complete the project, or any part thereof, in the time agreed upon in the Contract, the Contractor shall reimburse the City for the additional expense and damage for each calendar day that the Contract remains uncompleted after the Contract completion date. It is agreed that the amount of such additional expense and damage incurred by reason of failure to complete the Contract is the per them rate of$2,000.00 per calendar day. Such amount is hereby agreed upon as liquidated damages for the loss to the City resulting from the failure of the Contractor to complete the project within the allotted time and to the value of the operation of the works dependent thereon. It is expressly understood and agreed that this amount is a reasonable amount and is established in lieu of damages that are incapable of calculation at the inception hereof; and this amount is not to be considered in the nature of a penalty. The City shall have the right to deduct such damages from any amount due, or that may become due to the Contractor, or the amount of such damages shall be due and collectible from the Contractor or the Contractor's Surety. Progress payments made after the scheduled completion date shall not constitute a waiver of liquidated damages. 8. Suspension, City may, in writing, order Contractor to suspend all or any part of the Contractor's Services for the convenience of City or for work stoppages beyond the control of City or Contractor. A suspension of the Services does not void this Agreement. 7 of 9 9. Notices. Any notices, bills, invoices, or reports authorized or required by this Agreement shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during Contractor's and City's regular business hours or by facsimile before or during Contractor's regular business hours; or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses heretofore set forth in the Agreement, or to such other addresses as the parties may, from time to time, designate in writing pursuant to the provisions of this Section. All notices shall be addressed as follows: If to City: City Clerk City of Seal Beach 211-8th Street Seal Beach, California 90740 Telephone: (562) 431-2527 Fax: (562) 493-9857 With a copy to: Public Works Director City of Seal Beach 211-8th Street Seal Beach, California 90740 If to Contractor: Charles King Company, Inc. 2841 Gardena Avenue Signal Hill, CA 90755 Telephone: (562) 426-2974 Fax: (562) 426-9714 Attn: Debra King 10, Non-Assignability; Subcontracting. Contractor shall not assign, transfer, or subcontract any interest in this Agreement or the performance of any of Contractor's obligations hereunder. Any attempt by Contractor to so assign, transfer, or subcontract any rights, duties, or obligations arising hereunder shall be null, void and of no effect. 11. Compliance with Laws. Contractor shall comply with all applicable federal, state and local laws, ordinances, codes and regulations in force at the time Contractor performs the Services. 12. Non-Waiver of Terms, Rights and Remedies. Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by City of any payment to Contractor 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 Contractor, 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. 8 of 9 13. Attorneys' Fees. In the event that either party to this Agreement shall commence any legal action or proceeding to enforce or interpret the provisions of this Agreement, the prevailing party in such action or proceeding shall be entitled to recover its costs of suit, including all attorneys' fees incurred in connection therewith, 14. Construction. The validity, interpretation, and performance of this Agreement shall be controlled by and construed under the laws of the State of California. In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of this Agreement shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Agreement or who drafted that portion of the Agreement. 15. Entire Agreement. This Agreement, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between Contractor and City. This Agreement supersedes all prior oral or written negotiations, representations, or agreements. This Agreement may not be amended, nor any provision or breach hereof waived, except in a writing signed by the parties which expressly refers to this Agreement. 16. SeverabilitV. 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. ii,,j WITNESS WHEREOF, the parties, through their respective authorized representatives, have executed this Agreement as of the date first written above. CITY OF SEAL BEACH CONTRACTOR: By: By: ow !,(-t YLCq o - 14/v. Jill R. Ingram, City Manager Name: Attest: Title: Lebiio kivm ( By: Linda Devine, City Clerk Name: Approved as to Form: Title: By: Quinn M. Barrow, City Attorney 9 of 9 EXHIBIT A FAITHFUL PERFORMANCE BOND EXHIBIT B PAYMENT BOND EXHIBIT C WORKERS' COMPENSATION INSURANCE CERTIFICATE EXHIBIT D-1 ADDITIONAL INSURED ENDORSEMENT (COMMERCIAL GENERAL LIABILITY) EXHIBIT D-2 ADDITIONAL INSURED ENDORSEMENT (AUTOMOBILE LIABILITY) EXHIBIT D-3 ADDITIONAL INSURED ENDORSEMENT EXHIBIT E ACKNOWLEDGMENT OF PENAL AND CIVIL PENALTIES CONCERNING CONTRACTOR LICENSING LAWS EXHIBIT F LABOR LAW REQUIREMENTS EXHIBIT G ACCEPTED PROPOSAL (NOTE: Exhibits will not be included with the contract at the time of award. The Contractor shall have 10 working days to submit all exhibits to the City after the award of contract. Failure to do so will result in voiding of the contract. The City will then have the right to cash the bid bond for the project and re-advertise for construction or award to the next lowest responsive bidder.) AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT FOR OCEAN AVENUE ALLEY WATERLINE AND SEWER REPLACEMENTS FROM MAIN STREET TO 1sT STREET PROJECT NO WT1201 Between SEAL ' por ��y o Q UNV City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 Anderson Penna Partners, Inc. 20280 Acacia Street, Suite 100 Newport Beach CA, 92660 P — (949) 428-1500 This Amendment No. 1 dated December 10, 2012, amends that certain agreement ("Agreement") between the City of Seal Beach, a California charter city ("City") and Anderson Penna Partners, Inc. ("Consultant") dated May 14, 2012. RECITALS WHEREAS, City and Consultant entered into the Agreement on May 14, 2012 under which Consultant has provided professional services in connection with the design of the Ocean Avenue Alley Waterline and Sewer Replacements From Main Street to 1st Street Project ("Project); and WHEREAS, the parties wish to amend the Agreement to increase Consultant compensation by $2,870.00 to compensate Consultant for additional services required in connection with the design. NOW, THEREFORE and in consideration of the foregoing and of the mutual covenants and promises herein set forth, the parties agree to amend the Agreement as follows: Section 1. Section 1.0 (Scope of Services) of the Agreement is hereby amended to read as follows: 111.0 Scope of Services 1.1. Consultant shall provide those services ("Services") set forth in the attached Exhibit A. 1.2. Consultant shall provide those additional services ("Additional Services") set forth in the attached Exhibit B. 1.3. Consultant shall perform all services under this Agreement, as amended, in accordance with the standard of care generally exercised by like professionals under similar circumstances and in a manner reasonably satisfactory to the City. 1.4. In performing this Agreement, as amended, Consultant must comply with all applicable provisions of federal, state, and local law. 1.5. Consultant will not be compensated for any work performed not specified in Exhibits A-B unless the City authorizes such work in advance and in writing. The City Manager may authorize payment for such work up to a cumulative maximum of $10,000. Payment for additional work in excess of $10,000 requires prior City Council authorization." Section 2. Section 3.0 (Compensation) of the Agreement is hereby amended to read as follows: "3.0 Consultant's Compensation 3.1 City will pay Consultant in accordance with the fee schedules set forth in Exhibits A (for Services) and B (for Additional Services). In no event will the City pay more than: • $84,905.00 for the Services identified in Exhibit A • $2,870.00 for the Additional Services identified in Exhibit B. 3.2 Any additional work authorized by the City pursuant to Section 1.5 will be compensated in accordance with the rate schedule set forth in Exhibit A." Section 3. All other terms and provisions of the Agreement, as previously amended, shall have full force and effect. Section 4. The Council hereby authorizes the City Manager to execute on behalf of the City the Amendment dated December 10, 2012. Section 5. The Council hereby directs the City Clerk to attach Amendment No. 1 and Exhibit B to the Agreement. IN WITNESS WHEREOF, the parties hereto have caused this Amendment No. 1 to be executed and attested by their proper officers thereunto: CITY OF SEAL BEACH CON NT Jill Ingram, City Manager resident or Vice'President ATTEST: A14 Linda Devine, City Clerk Vic resident or Secretary APPROVED AS TO FORM: Quinn M. Barrow, City Attorney Exhibit A �s i w � M A:: �F City of Seal Beach Proposal to Provide Design Engineering Services for the Ocean Avenue Alley, Waterline and Sewer Replacement Project (Main Street to 1$t Street) February 28, 2012 Submitted by: ! r - ANDERSON -PE NINA. .PARTNERS IN PROJECT DELIVERY- AndersonPenna Partners,Inc. 20280 Acacia Street,Suite 100 Newport Beach,CA 92660 (949)428-1500 x,"kw.andpen.com ��Z� ����J ~ l��� �J ��l�����I����l� � K�l�NA ` P^xTwEms IN PROJECT osL/vsn,' February 28, ZO12 Mr.Sean Cn/mby, PE Assistant City Manager/Director of Public Works City of Seal Beach, Department of Public Works 211 Eighth Street Sea| Beach, [A 90740 Re: Proposal to Provide Professional Design Engineering Services to the City of Seal Beach for the Ocean Avenue Alley,Waterline and Sewer Replacement Project from Main Street to I't Street Dear Mr.Crumby: Thank you for inviting AndersonPenna Partners, Inc. (APP)to participate in the proposal process for this important City project. APP is a consulting practice serving local and regional public agencies specializing in project delivery through design, staff augmentation and construction management. We are a California corporation that has been in business since 2005. We currently have 40 employees serving roles as program and project managers, design engineers, construction managers, inspectors, assessment engineers, code enforcement officers, plan check engineers, and grant consultants. We recently just relocated our offices to Newport Beach to accommodate our expanding client service groups. We believe APP is well suited for this assignment for the following reasons: The Team • A project specific Project Manager, Lisa M. Penna, PE with over 25 years of experience working on municipal public works projects. Her experience as a Deputy City Engineer and Assistant City Engineer for Seal Beach, Laguna Beach and Dana Point make her a uniquely qualified candidate for this role with an understanding of Capital Project Delivery from City staff's perspective. Her most recent experience in Laguna Beach managing the City's North Laguna Alley Rehabilitation program is specifically relevant tothe Ocean Avenue Alley design challenges. Additionally, her background in water/wastewater infrastructure planning, design and construction will bring a level of expertise to all aspects of the design requirements for the Ocean Avenue Alley, Waterline and Sewer Replacement Project. • A project specific Project Engineer, Matt Stepien, PE with over 30 years of experience designing roadway and utility improvements for many Southern California Cities. His experience specifically working on alley improvement projects will be evident to you when you review our relevant project experience and the approach we have developed for this, the Ocean Avenue Alley project. It should be noted that Matt has served as Project Engineer for the design of over 30 alleys in Orange County, including the design of pavement and sewer improvements for several alleys in Seal Beach in the early 2DOO's. • Our proposed Design Engineer, Jacob Heater, PE with extensive experience designing many types of utility and grading projects as well as an in depth knowledge of CAD design software. Jake,Matt and Lisa are currently working on the City of Fountain Valley's Sanitary Sewer System Master Plan Update and just recently completed the design of that City's Year Two Sewer System Improvements Project. 2o2aoAcacm STREET, SUITE voo * NEWPORT BEACH, C* 92660 wvvw.Amopsm,cow PHm94e4ua15om " FAX o4mz5e5o5a CEnr/r/souoee Mr.Sean CrumbxPE February 28, I012 Page 2 � An exclusive team of sub-consultants to provide survey (KDK8 Meridian), geotechnica| engineering (Leighton and Associates), underground utility location (C Below) and Value Engineering (David Akers) that we have worked with over the past three years and who have proven to be responsive, reliable and reasonably priced. Their work product is of the highest quality, which meets our standards to provide the highest quality final deliverable to our clients. The Company � APP is a company run by Principals with a stake in every project or assignment undertaken. We do no work for private developers and devote our services to public agencies. Many of our staff members, including our Principal in Charge, Lisa Penna, work regularly in City offices and serve in in-house roles as Capital Project Delivery professionals. Relevant Experience • The proposed team members assigned to the Ocean Avenue Alley, Waterline and Sewer Improvement project for the City of Seal Beach have recently completed relevant, related assignments for other local Southern California public agencies. These assignments include the design and construction oversight of alleys, sewer pipelines, water pipelines, storm drains, structural and roadway concrete,water quality and grading. • Our insight regarding design alternatives to achieve proper results at the best value for the City of Seal Beach will be evident to you as you review the proposed initial design approach we have included herein. Our surveyors have conducted a preliminary survey of one of the Ocean Avenue Alley areas we believe will be most challenging to deal with, and we have included herein a demonstration of our design approach to solve the challenges we know we will face on this project such as: chasing private property grades, drainage pattern management, Title 24 requirements for water and sewer separation, and private property improvements protection. We look forward to serving the City of Seal Beach on the Ocean Avenue Alley, Waterline and Sewer Improvement project. Please feel free to contact me if you have any questions or need any additional information at (949)92I'2800 or |penna@Vandpen.cnm. We look forward to hearing from you and hope you find our enclosed proposal comprehensive and responsive to your RFP. Sincerely, AndeoonPennaPartners | Ile Lisa K4. Penna, PE Principal and Executive Vice President of Municipal Services Division ANDERSON • PE CAA. PARTNERS IN PROJECT DELIVERY - Contents Related Experience I AndersonPenna Partners,Inc. 1 KDM Meridian Survey Project Experience . 6 Leighton Materials Testing Project Experience 7 C Below Utility Location Project Experience 7 Contract Issues 7 Company Management 8 AndersonPenna Partners, Inc. 8 Staffing Plan 10 AndersonPenna Partners,Inc. 10 KDM Meridian,Inc. 11 Leighton Consulting, Inc. (Leighton) 11 C Below(Optional Service) 12 Resumes 12 Project Understanding and Background 22 Project Approach 22 Key Issues 24 Private Property Impacts 24 Alley Experience 24 Attention to Details 25 Utility Coordination 25 Construction Costs/Value Engineering 25 Drainage Issues 25 Scope of Work 25 Survey and Base Mapping 26 Geotechnical 27 Preliminary Design 28 Preliminary Plans 29 Final Plans 32 Construction Assistance 33 Client References 34 Disclosure 36 i I P a g e ANDERSON-PENNA Design 4y Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to I*Strep Related Experience AndersonPenna Partners, Inc. (APP) offers the City of Seal Beach an experienced team of professional engineers and support staff to meet all of the requirements associated with the Ocean Avenue Alley project. AndersonPenn@Pa8tners, Inc. APP staff is comprised nf professionals with extensive experience working directly for public agencies. Our familiarity and proficiency is a result of working side-by-side with local agency staff, developing collaborative relationships with community and business stakeholders, and partnering effectively with state and federal regulatory agencies. APP staff consistant|y deliver successful projects and services, well-managed budgets,and thoroughly satisfied stakeholders and clients. AndemonPenna has delivered many types of public infrastructure projects and assists regularly with project finance. The company's team of professionals provides civil design, project and construction management' construction oversight and inspection, grant application and management, engineering plan check/risk management, and staff augmentation to City Public Works and Code Enforcement and Building and Planning departments. APP'a capabilities range from major transportation projects to sustainability initiatives to capital improvement programs for municipalities. We tailor our management approach to carefully monitor program effectiveness, and closely track work quality,quantity,and cost. Delivering projects to schedule requires careful management,administration, and oversight of project development teams from inception to completion. APP is commited to completing this project to the City's satisfaction, and will take ownership of all aspects of project delivery. APP staff members have managed and performed many projects similar to the Ocean Avenue Alley,Waterline and Sewer project, including those highlighted below. Alley Experience 2010 North Laguna Alley Improvement Projects, City of Laguna Beach AmdersonPenna was the City's Project Management consultant for the design and construction of this capital improvement. Lisa M. Penna, PE was the � designated Project Manager.The City of Laguna Beach maintains several alleys throughout the community in various conditions. This project included the rehabilitation of the alleys in the North Laguna neighborhood bounded by Hi||crest Drive, Boat Canyon Drive, San Joaquin Street and Cliff Drive south of North Coast Highway. The project provided new pavement for alleys in various conditions. Rehabilitation strategies included: grading, removal and replacement of pavement sections,crack sealing, grinding, pavement cold milling, excavation of deteriorated and poorly draining pavement, alley concrete gutter repair and construction, construction of asphalt concrete repair, asphalt concrete overlay, repair of existing curb, gutter and sidewalk, installation of traffic signing and pavement markings, and adjustment o[utility facilities such as manho|es/va|vesto grade. There were several locations where trees needed to be trimmed or 11 P a g e ANDER,SOIN-PEN0A Cki... Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project ; Main Street to 1"Street removed and private improvements such as fences needed to � « be relocated to facilitate the alley reconstruction. A 4 The project included mobilization,clearing and grubbing,cold milling, removal and replacement of A.C. pavement, localized and full depth pavement reconstruction,conventional A.C. pavement overlay,crack sealing, P.C.C. cross gutter removal and reconstruction, new PCC alley approach construction,traffic control,storm water pollution prevention,and utility facility adjustments to grade.The total project cost was$1.5M dollars and included over 10,000 s.f. of cold milling,2,200 c.y.of unclassified excavation,4,800 tons of asphalt, new AC berms, 1,850 s.f.of concrete alley approaches, and adjustment of over 50 utility facilities to grade. The project also included tree removal and extensive coordination with residents. AndersonPenna performed: • Project Management including overall planning, design management, management of survey and geotechnical consultant, utility company, interdepartmental and interagency coordination, presentations to design review board,and permitting. • Construction Management and Inspection: Responsible for oversight of bid process, award of construction contract, complete construction management and field observation of alley paving program. The City of Laguna Beach had identified the following project goals that were met for this project: • Maintain or improve existing alley drainage characteristics including, but not limited to, swales, berms,and cross slopes; • Keep alley drainage from flowing on to private property; • Avoid excessive grade breaks at driveways and intersections that may cause vehicles to"bottom out"; • Since there were no curb and gutter on most alleys, provide detailed join locations due to inconsistent edge of pavement on alleys; • Address areas with poor drainage including, but not limited to, stagnant ponds, threats to private property and raveling pavement due to concentrated flow; • Improve safety of minor drainage features, including but not limited to small culverts;and • Increase structural strength and life span of alley pavement sections. Alley 17 and Alley 87 Improvements, City of Costa Mesa tr ,� As Project Engineer, Matt Stepien prepared plans, specifications and cost estimates for the reconstruction of a one-mile section of 18th Street and two alleys in the City of "Al Costa Mesa. The project included the identification and reconstruction of damaged curb,gutter, sidewalk, cross-gutter and driveway. A significant effort was also expanded to provide the detailed design of numerous wheelchair ramps that were missing or inadequate per current standards. The project also included significant coordination with the utility companies due to the shallow depth of existing utilities. 2 Page A"* ERSON�PEINNA =an kr ve6s .s r4,.sst-a[,:vF6�. Design oƒOcean Avenue Alley, Waterline and Sewer Replacement Project Main Street to I"Street A public meeting was held with the local business owners and property owners to answer questions about the project and to discuss construction operations and phasing. Town Lot Alley Reconstruction, City of Huntington Beach Project Engineer K8attStep|en prepared construction documents for the reconstruction of 12 alleys in the downtown area of Huntington Beach.The project included the design of concrete alleys, preparation of records of surveys, and water and sewer improvements. A key component of the project was the smooth joining of existing improvements and minimizing the amount of reconstruction outside of the alley right-of-way. Drainage problems had to be corrected on a number of the alleys. Given the extent of existing improvements adjacent to the alley right-of-way, special attention was required to provide the necessary joins on private property and to minimize impacts to existing improvements. Each adjacent parcel was reviewed on an individual basis to ensure a smooth transition from the alley to private property. Ls Habra Alley and Residential Street Reconstruction, City mf La Habra - As Project Engineer, yNattStepien prepared final plans for the construction of twelve residential streets, nine alleys and a key arterial intersection in the City ofLa Habra. The project included the preparation of legal descriptions for 39 parcels adjacent to the alleys so that a constant alley width ofIOfeet could be maintained. Utility coordination was a significant task due to several shallow utilities encountered. A key component of the design was providing for good drainage along the alleys and roadways including nsv|s{n8 the centerline profile to provide cross- falls that were within an acceptable range. The Lambert / Idaho intersection widening project included the preparation of plans for several retaining walls, an ADA-compliant pedestrian walkway across the adjacent public parcel,and landscaping plans for the adjacent parking lot. Richman Park Alley Improvements, City of FxxKKerKmxx As Project Engineer, Matt Stepien prepared plans, specifications and cost estimates for the reconstruction of a one-mile length of various alleys in the City nfFullerton. The project included the identification and total reconstruction of the existing alleys and alley approaches. A significant effort was also expended to remedy the numerous drainage problems that existed in alleys including a number of locations where punded water was collecting in the alleys. Due to grade differential between the two sides of the alleys,an offset f|ow|ine was designed. Numerous water laterals were also reconstructed as a pad of the project. 3 | Page AN[E RS0N'PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1S`Street Sewer and Water Utility Experience Engineering Design Services for the Year Two Sewer Capital Improvement Program, Fountain Valley APP worked with the City on the planning, design, and construction management of the recommended Year 2 CIP sewer improvements as identified in the City's 2007 Master Plan prepared by AKM Engineers. APP evaluated the entire 15-year recommended list of CIP projects presented in the master plan, reviewed the preliminary construction cost estimates, and coordinated the proposed sewer improvements with the City's ongoing paving and resurfacing plan. APP also reviewed the CCTV inspection videos to identify cleaning or spot repair projects that could be completed by City crews. APP worked closely with City staff to review and revise the Master Plan, and identify which "Year 2" projects could be constructed by City forces and which projects needed to be completed by an outside contractor. APP then designed and managed the construction of the improvements that consisted of 19 projects addressing more than 5,300 linear feet of sewer improvements.APP was responsible for Project Management, QA/QC, Design, Geotechnical, Surveying, Sanitary Sewer Replacement and Rehabilitation, Public and Private Utility Coordination,and Construction Inspection and Management. Downtown Alley Improvements, City of Seal Beach Matt P Project prepared l p construction of four seg ments of alley in he City of Seal Beach.The alleys were reconstructed with concrete pavement and the existing sewers in the alleys,which were originally constructed in the 1920's,were removed and replaced. A key component of the design was providing for good longitudinal drainage along the alleys (which are in an extremely flat area of the City), while maintaining acceptable cross-falls that allowed property owners to access their adjacent parking spaces and garages. The existing sewer mains were also replaced as a part of the project. The sewer replacement portion of the project was complicated by the narrow width of the alleys and the existence of several other utilities in the alley. In order to minimize potential vertical and horizontal conflicts, the horizontal and vertical alignment of the proposed sewer was maintained in the original location.Several manholes were also reconstructed as a part of the project and a new upstream manhole was added in one location for maintenance purposes. Crescent Bay(Circle Way) Beach Access and Infrastructure Rehabilitation Project, Laguna Beach Over the past three years, Lisa Penna has been managing the planning, i. design, permitting and construction of this $1M infrastructure improvement project. The project elements include; roadway improvements, sewer improvements, waterline relocation, storm drain upgrades, CDS nuisance water diversion system with SCADA and telemetry, electrical, lighting and landscaping, extensive coordination with neighbors and residents as �rc well as permitting from the California Coastal Commission. 4 � P a g e ..z . ., `'`�► IXI'S0N°PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Nis Main Street to 1s`Street The sewer and waterline facilities on this project were very difficult to deal with in that the sewer was very deep and the soil conditions were challenging.The waterline could only be out of service for a short duration so we needed to develop specifications that addressed these requirements. During the design phase, we worked through several scenarios with the geotechnical engineer to develop the most cost effective construction alternatives for each of these pipelines. APP provided construction management and inspection services as well for this project. OC-9 Transmission Pipeline, Huntington Beach Project Manager Lisa M. Penna, PE was responsible for the design and construction of the $8 million, 36" diameter, water transmission pipeline replacement along Newland Street between Edinger Avenue and Yorktown Avenue in the City of Huntington Beach. Ms. Penna was responsible for managing all of the design and coordinating all aspects of the project including survey, geotechnical engineering, environmental planning, corrosion engineering, pot-hole investigation, coordination with the County of Orange and Caltrans. Water System Improvements, City of Bell Gardens Project Manager, Lisa M. Penna, PE was responsible for the preparation of final plans and specifications for replacement of several miles of waterlines located throughout the City, part of a multi-phased program to upgrade water services based on recommended improvements in the City's Water System Master Plan prepared by the City's consultant. The old steel and cast iron pipes were replaced with PVC C900 pipes. All new water services and fire hydrant assemblies were also included as part of these projects. Surfside Utility Undergrounding A.D. Formation,City of Seal Beach Lisa Penna, PE was the Construction Manager and Lead Engineer for the construction of the underground utility project in Surfside Colony. This assessment district also included the construction of a complete new potable water system, including services and hydrants. Los Robles Area Sewer Reconstruction, Laguna Beach Lisa Penna was the Project Manager for this sewer rehabilitation project, responsible for both the design and construction of the abandonment of over 7,500 linear feet of existing sewers in easements along private property and the construction of new sewers in the public right-of-way fronting the properties. The project was extremely challenging in that each individual private residence had to be "re-late raled" to the new public sewer in the street. Responsible for Project Management, Quality Assurance/Quality Control, Design Services, Geotechnical and Surveying, Sanitary Sewer Replacement and Rehabilitation, Public and Private Utility Coordination, and Construction Support. On-call CIP Design and Construction Management, City of Laguna Beach AndersonPenna is performing on-call staff engineering for several projects in various levels of development, from planning through design and construction. The projects include street, alley, storm drain, sewer, retaining wall, and bridge improvements. Responsibilities include oversight of the ..:.. environmental process, federal compliance, funding administration, staff reports, community relations, and general support to City staff. Specific projects recently managed include: 5 Pagei ANDERSON PENNA aw s�Sf. Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project �K Main Street to Ist Street f City of Laguna Beach Projects: Design Engineer Project Inspec- Labor 2009-2011 Municipal Program PM of Record Manager CM tion QA/QC Compliance Funding Bonn Drive Terrace Drain ✓ ✓ ✓ Replacement Brooks Street Stairs Repair and Park r Circle Way Storm Drain and Stairs ✓ ✓ ✓ ✓ Repair Energy Efficient Units Project `� V `l V V V ✓ City Hall Roof Replacement V ✓ ✓ City Hall Slope Debris Wall ✓ ✓ ✓ Fire Station No.2 Roof Replacement ✓ ✓ ✓ ✓ ✓ ✓ ✓ &Building Repair Glenneyre Parking Structure ✓ ✓ ✓ Rehabilitation Lang Park Facilities Improvements r, ✓ ✓ ✓ ✓ ✓ (Roof/Windows) Main Beach Boardwalk&Stairs ✓ ✓ ✓ Replacement North Laguna Alley Rehabilitation 'r 'f 'f `f Laguna Canyon Channel ✓ ✓ Rehabilitation South Laguna Streetscape ✓ ✓ ✓ South Laguna Parking Lot `f ✓ KDM Meridian Survey Project Experience KDM Meridian relevant alley project experience includes: Street Rehabilitation Project 2007/2008, City of La Habra Field surveying and cross-sections of streets (9,350 LF) and alleyways (2,850 LF)for proposed street improvements and re-design of ramps,sidewalks and curbs. Reference:Jeffrey Sinn (562) 905-9700 Euclid/Wilshire Alley Storm Drain Improvements, City of Fullerton Field surveying and cross-sections of alleyway (600 LF) for proposed storm drain improvements. Reference:Jaswinder Dhanda (714)738-6321 2009 - 2010 Residential Street Rehabilitation, City of Buena Park Field surveying and cross-sections of city streets and alleyway (1,000 LF) for proposed street improvements and re-design of ramps,sidewalks and curbs. Reference: Neda Ghaivini(714)562-3689 Sheila Park Project, City of Buena Park Field surveying and cross-sections of Sheila Street, Filaree Avenue and alleyway(1,100 LF)for proposed street improvements and new pocket park,and re-design of ramps,sidewalks and curbs. Reference: Chris Wiberg(951)413-3131 61 Page .. — AtiDLP,SON,i'ENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project �zqi Main Street to 1"'Street Leighton Materials Testing Project Experience Dover Pipeline, City of Newport Beach Leighton provided a geotechnical investigation for the proposed Irvine Avenue and Dover Drive water main improvements in the City of Newport Beach. The proposed project consists of construction of approximately 10,000 linear feet of water main pipeline.The proposed 24-inch pipeline is in a residential area along Irvine and Dover Avenues. The pipeline invert was approximately 10 feet below existing grade, except at the intersection of Dover Drive and Mariners Street where it was 15 feet below grade. Leighton's field investigation consisted of excavating, logging, and sampling of eight hollow-stem auger test borings. Laboratory tests were performed on selected soil samples to evaluate the physical and engineering characteristics of the onsite soil,for data reduction and analysis for our geotechnical report. Big Canyon Pipeline, City of Newport Beach The project consisted of installing a new 15-inch sewer pipeline at the Big Canyon Country Club from Jamboree Road to MacArthur Boulevard. The pipeline is approximately 7,200 If with inverts ranging from 5 to 12 feet, except between Stations 66+00 to 79+00 where the invert ranges from 12 to 19 feet. Leighton reviewed available, relevant geotechnical and geological literature pertinent to the site. The field investigation consisted of excavating, logging, and sampling of ten hollow-stem auger test borings located along the proposed alignment. The borings were drilled to 16.5 to 51.5 feet below existing grade. Laboratory test included in-situ moisture and density; maximum dry density and optimum moisture, Atterberg Limits, grain size analysis, unconfined compressive strength, consolidation, water- soluble sulfate concentration; and resistivity,chloride content, and pH. C Below Utility Location Project Experience Unlike other firms that offer utility locating as an additional service to their core products, C Below specializes exclusively in Subsurface Imaging. Through years of experience, C Below has been able to troubleshoot hard to find lines and provide locating solutions to utilities considered "un-locatable" by other companies. They have performed utility investigations at over 60 Southern California schools this last year alone and have overcome nearly all unforeseen circumstances that arise when performing these types of investigations. C Below is proud to work with clients such as: City of Newport Beach Port of Los Angeles City of Corona Port of Long Beach City of Riverside Marine Corps Air Ground Combat Center Disney Corporation South Coast Plaza Redondo Unified School District Valley Presbyterian Hospital Torrance Unified School District Los Angeles Unified School District Contract Issues AndersonPenna does not have any prior or on-going contract failures, prior or pending civil or criminal litigation or investigations,and no other negative history to disclose. 7 1 P a g e A U)E1:SON7 PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project =J ' Main Street to 1St Street i Company Management The following section provides a brief management overview of AndersonPenna Partners, Inc. AndersonPenna Partners, Inc. AndersonPenna is a consulting practice serving local and regional agencies that specializes in project delivery and staff Proven ability tea augmentation. We are a California deliver in corporation, in business since 2005,and are corr7ptex municipal a woman-owned certified SBE and UDBE. 4 -A enu�rt� frs u s , The company is awned and managed by four individuals who each bring a unique d to strength to the firm: n tciM tsrte jib f� s. i�,btg e crne might ��u L. MALLORY McCAMANT, President/Chief / Executive Officer, has over 20 years of Strert " .yvy.. executive management experience with _� °° ' engineering and professional services firms. � 6 Ms. McCamant has been involved in AndersonPenna Partners since its inception Partrten in 2005, initially as an advisor then in July ur �... 2009 she was named CEO/President. Prioritstd „ roJec�delnrery to joining AndersonPenna, she was the expeer; Chief Operating Officer of FlexEnergy, a clean energy technology company, where \�._. . she was responsible for all non-technical aspects of the business. Prior to that, she was the Chief Operations Officer at Willdan Group, Inc., a publicly traded engineering and professional services firm, where she also served as Chief Financial Officer for several years, and President of Willdan's financial services unit MuniFinancial. She managed the firm's initial public offering in 2006. Ms. McCamant has hands-on experience with start-up operations, corporate finance, mergers and acquisitions, and strategic planning.She has overseen a wide range of business functions, including business development and marketing, corporate development, accounting and financial reporting for public and private entities, investor relations, litigation management, human resources and information technology. Ms. McCamant holds an MBA and BA in Political Science, both from the University of California, Irvine. LISA M. PENNA, PE, Executive Vice President/Practice Leader of the Municipal Services Division, brings over 28 years of experience in public works engineering, project management, construction management, and oversight of contract services for public agencies. Her experience includes engineering for transportation, water resources, environmental, and water/wastewater projects in the planning, design, inspection, construction phases, as wells as the development of short- and long-term capital improvement programs. Ms. Penna has extensive experience working with Caltrans District 12, OCTA,OCSD,the County of Orange,and many local cities and water districts throughout Orange County. Through Ms. Penna's experience with local capital projects and project and program management, she is knowledgeable of NEPA and CECI.A requirements,federal grant requirements, Green Book and APWA standards and many agency policies and procedures. Ms. Penna has also been an active participant in the Public Works Education Programs at Santiago Canyon College in Orange County where she has 8 { Page --° Ai°DERSON-PEINNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to t Street , ...._. taught several courses and contributed to the development of the curriculum. Ms. Penna is a graduate of California State University at Long Beach, and a registered civil engineer in California and Nevada. DAVID R. ANDERSON, PE, Executive Vice President/Practice Leader of the Major Civil Division, brings over 40 years of experience in all aspects of transportation, civil and public works projects. Mr. Anderson is one of the original founders of AndersonPenna. His experience includes conceptual planning, environmental studies, preliminary engineering, PS&E, and construction management of bridges, roadways, utilities, drainage and flood control, highways and toll facilities,and railroads. During his career, Mr. Anderson has participated in the design and construction of over $2 billion of public works projects, and has specialized in managing complex multi-faceted projects. Recent clients include Class I and short line railroads, OCTA, Caltrans, LACMTC, SANBAG, VTA, and the Cities of Placentia, Anaheim and Fullerton. Mr. Anderson is a graduate of the University of Minnesota, and is a registered civil engineer in Minnesota,California,Arizona,and Nevada. ANGELIQUE M. LUCERO, Chief Financial Officer and Practice Leader of the Funding Services Division, oversees the financial and accounting, human resources and information technology requirements of the firm, and works with clients to identify and implement funding for capital improvements and rehabilitation. Ms. Lucero is a founding partner of AndersonPenna Partners. Her background includes managing marketing departments as well as managing profit centers and a variety of projects performed for public agencies. With 25 years of public financial consulting experience, Ms. Lucero has assisted 70 public agencies and private interests in financing capital improvements and ongoing maintenance. Her resume also includes the preparation and administration of state and federal grant applications, fee and rate studies, as well as over 100 local improvement districts in California, Nevada, and Arizona. Ms. Lucero is a graduate of California State University at Long Beach, with a degree in Business Finance. Office Location AndersonPenna's primary office is located in Newport Beach, CA. The firm's 40 employees provide a variety of services to support local and regional governments in their effort to deliver capital improvements and services to their constituents. 91 Page ANL)E RISO;a•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project ,g Main Street to I"Street y •�'�C�L➢Y.1i' Staffing Plan The following resumes for the staff listed in the organization chart below, demonstrate the extensive design experience of the APP Team. AndersonPenna Partners, Inc. Lisa M. Penna, PE, Principal-in-charge and Project Manager, will manage the overall project '. k and will be the primary City "` f5 , : contact. Ms. Penna has over 25 years of experience in public works engineering, viol primarily in water and sewer ° improvement design and construction management. In the past three years, Ms. Penna has been responsible for several water and sewer design projects and an alley reconstruction project for Project Engineer the City of Laguna Beach. In Matt Stepien,PE this capacity she helped to deliver on time and within budget over $8M worth of Public Works projects ,. . ranging from sewer, water, alley, flood control, roadway, parks and facility energy efficiency projects. WveAkersPE Matt Stepien, Project Pavement Specialist Materials Engineer will be responsible Djan V Chandra, ., s for coordinating all design efforts including survey, ! i subsurface imaging and ow material testing. Matt has more than 30 years TopllnO engineering design experience, specializing in the design and management of roadway and drainage projects, water and sewer facilities, and other public works infrastructure projects, including the design of over 30 alleys in Orange County. Jacob Hester, PE, Design Engineer will be responsible for preparing the plans, specifications and estimates with oversight from Matt. lake has more than 8 years' experience with CAD drafting, public works design,and utility planning and design. 101Page --%. ANDLP.SO,N-PENNA �yt�aeat � Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to IS`Street , 1 Key subconsultants have been included on the team to perform Survey, Materials Testing and the optional service of Utility Investigations. KDM Meridian, Inc. KDM Meridian is a professional land surveying consulting firm specializing in GPS, conventional land surveying, project mapping,and construction staking services. Established in February of 2000, KDM Meridian has rapidly built a growing clientele by offering professional and technical services to public and private clients ranging from local, regional, state, and federal agencies, to utility agencies, development groups, private consulting firms, construction firms, professional and landscape architects,and attorneys. KDM delivers exceptional land surveying services, tailored to meet the unique needs of a diverse client base. KDM leverages their collective years of industry experience and investment in current state-of- the-art technology to produce the most effective and efficient solution for each project. For the past ten years, KDM Meridian has fostered long-lasting professional relationships by consistently meeting the project schedule and budget requirements of their clients throughout the Counties of Orange, Riverside, San Bernardino,San Diego and Los Angeles. Mr. Richard C. Maher, PLS, Principal, has extensive experience with public works surveying. Prior to founding KDM Meridian Mr. Maher worked for 10 years at a local civil engineering firm that provided public works engineering and surveying to City and County agencies. For the past 12 years Mr. Maher and the survey personnel at KDM Meridian have proven their expertise in surveying for public works design improvement projects by operating as the survey department or an extension of the survey department for a number of local prominent public works design engineering firms. Additionally KDM Meridian has worked directly with City agencies providing topographic and mapping services for the purpose of public works design improvements. At least three-quarters of the projects performed by the firm are directly in relation to public works improvement and the staff at KDM Meridian is well versed in the requirements and understanding of these objectives and needs. KDM Meridian is a California corporation located in the City of Lake Forest. The firm is currently fielding two survey crews on a regular basis to perform conventional and GPS land surveying,with the ability to provide up to four two-man crews on short notice. In-house personnel provide boundary, mapping, right-of-way, topographic, construction calculation, legal description, and related functions. There are ten (10) regular full-time employees of whom three are California licensed surveyors, one certified LSIT and one certified EIT. The KDM Meridian staff functions as an extension of its client's staff to provide management, technical, and professional services in a responsive, cost effective, and professional manner, meeting their schedules and project goals. Leighton Consulting, Inc. (Leighton) Leighton provides engineering solutions to public agencies, property owners, and facilities. Leighton's focus is the earth sciences encompassing the geotechnical and environmental disciplines.Their technical professionals have a comprehensive understanding of geotechnical conditions, including federal, state and local regulatory impacts affecting public works. Djan Chandra, PE, GE will be the assigned Project Geotechnical Engineer supporting the APP Team. Leighton laboratories, located throughout southern California, provide a full range of materials and geotechnical soils testing. Our labs have been audited and approved by Caltrans, AASHTO, State of California Division of State Architect, U.S. Navy, U.S. Army Corps of Engineers, City of San Diego, City of 111 Page r'N[-)FP'.S0N-PENNA �yb �ti Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project xE Main Street to I"Street j, Los Angeles, NICET, and the U.S. Department of Agriculture. Throughout our history, Leighton has provided consulting services on more than 50,000 projects for more than 8,500 clients in both the private and public sectors. C Below (Optional Service) C Below offers services that allow project owners to decide the level of information needed to appropriately manage the level of risk for a project. Information can be provided in the form of pull box or electrical reports, potholing reports, underground mapping,3D modeling or simply surface markings. C Below provides documentation of subsurface imaging and locating findings by using Ground Penetrating Radar (GPR)to provide a 3-Dimensional image that provides the best interpretation of data and an easy to read picture of the subsurface conditions. Utility locations can be plotted on a site drawing in clear, easy to read detail. Each utility is labeled and color coded just like the indications marked in the field.With the use of GPS technology,we can achieve a mapping accuracy within 3mm. GPR is the safest, fastest and most accurate method of locating reinforcing steel, prestressing strand, conduit and other indications in concrete and masonry structures. With the ability to penetrate up to 18 inches of concrete, our technicians can map all indications directly on the scanning surface prior to coring, cutting or drilling. The survey results can also be saved and printed in 3-Dimensional detail providing a subsurface map for our client. C Below's Vice President Chris Loera maintains a hands-on approach by researching and acquiring equipment that utilizes the most accurate technology available in the industry. He attends industry workshops and meets with equipment manufacturers to stay up to speed on new technology and software applications. When hiring new technicians, C Below provides extensive field training. A six month program for new hires allows them to work directly with a senior technician; shadowing their methods and procedures until they have met all qualifications set by management. Resumes Following are resumes of our key staff. 121 Page .� ANDE RSON•PENNA p...­P..,. 1—.,11 —I--I Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to I*Street Lisa M~ Penna, PE Executive Vice President, Municipal Services Ms. Penna brings over 25 years of experience in public works engineering, project management and construction management. Her experience working on Education transportation, water resources, environmental, and waste water projects includes BS/1986/Civil Engineering, planning, design, inspection' construction' and the development ofshort-and long- California State University at term capital improvement programs. Her experience has included working with Long Beach several Southern California local agencies including the Cities cfLaguna Beach, San Diego, Los Angeles and Irvine.N1u. Penna also has extensive experience working with Professional Registrations Caltrans District 12,OCTA, OCSD,the County of Orange RDMD, and many local cities 1996/PE/NV#11473 and water districts throughout Orange County. 1998/PE/CA#59166 In addition, her experience includes conceptual planning, environmental studies, Professional Affiliations preliminary engineering,PS&E,and construction management of roadways,drainage American Society of Civil and flood control,wastewater and urban runoff, and hydraulic modeling. During her Engineers(ASCE) career, Ms. Penna has participated in the planning, design and construction of American Public Works millions of dollars' worth cf public works projects. Ms. Penna has demonstrated Association(APWA) successful project management capabilities with over 25 years managing complex mu|ti'fmcetedpnojccts. Construction Management Association of America Through Ms. Penna's experience with local capital projects and project and program management,she is knowledgeable ofNEPAand CEQA requirements, Federal Grant Women's Transportation requirements, Green Book and APVVA standards and many agency policies and Seminar(WTS) procedures. WYs. Penna has also been an active participant in the Public Works Experience Education Programs at Santiago Canyon College in Orange County, California where she has taught several courses and contributed to the development of the Entered the profession in 1983 curriculum. Ms.Penma's project experience includes: Newport Beach Capital Program Management, City of Newport Beach, CA: As the City's Project Manager responsible for project and construction management of several capital projects and policies including the ADA Transition Plan,Standards updates, Pacific Coast Highway relinquishment, Signal Maintenance contract oversight, Street Lighting policy review,[|P master project scheduling,Wastewater Master Plan review, and the plan review of the Civic Center project. Laguna Beach Capital Program Management,City wyLaguna Beach,CA:Aa the City's Project Manager responsible for project and construction management of several capital projects including the South Laguna Streetscape,North Laguna Alley Rehabilitation, Circle Way Storm Drain, Main Beach Park Boardwalk, Main Beach Stairs, Laguna Canyon Channel Rehabilitation, Bunn Drive Terrace Drain Replacement, City Hall Slope Stabilization, and Energy Efficiency projects. Several projects require adherence tn the Ca|Unns Local Assistance Procedures Manual and procedures required when using federal funds. City of Pomona — VVhite Avenue Rehabilitation: Project consultant and goff support for this ARRA project. Responsible for preparing construction management RFP,selecting the CKxconsultant,and taking the C88 contract tn City Council for approval. City of Fountain Valley 15 Year Sewer C|P Phase I Planning,Phase 2 Design,phase 3 Construction Management: PIC/Project Manager for the City's Year Two Sewer CIP planning,design and construction. Projects included a total of 19 segments scattered throughout the City's service area, totaling approximately 5'300 linear feet ofsewer reconstruction or repair and consisting of3'35O LFof new sewers, 1,708 LPof plastic liner, 9S0 LFufpipe bursting, and 300 LF of spot repairs.The Phase 1 project scope of work analyzed the City's recently completed 15 year CIP to recommend projects to complete inFYZ01O/11(year Zof the[|P). 13 | P a g ~~� 6NDEPSON'PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1"t Street Matt StepieDD, PE Project En -neer A4c 5tepien is a Registered Civil Engineer with over 30 years of experience in municipal civil engineering. He specializes in the design and management of Education roadway and drainage projects, public works infrastructure, and water and sewer BS/1979/Civil Engineering/ facilities. California Polytechnic University, WVnSmepien's relevant project experience includes: Pomona Professional Registrations 10th Street Rehabilitation, City of Seal Beach. Project Manager for 700 LF of 1982/PE/CA#35500 roadway and drainage improvements between Pacific Coast Highway and Electric Avenue.The project alleviated s|gnificantponding problems in the residential area Experience of the City. Entered the profession in 1979 z3*And 14*Street Alley Reconstruction,City uf Seal Beach. Project Manager for the reconstruct-ton of two alleys in the Old Town area, including the replacement of all existing sewer mains and laterals. Huntington Beach Alleys,City of Huntington Beach. Project Manager for the design of 12 alleys in the downtown area of Huntington Beach.The project also included the design nf replacement sewer and water mains in most of the alleys. Several development constraints on both sides uf the alleys complicated the design. Creative solutions were required to remedy existing drainage problems in two ofthe alleys. Richman Park Alleys, City of Fullerton. Project Manager responsible for the design of over 5'000 feet of deteriorated alleys which included resolving numerous drainage problems and shallow utilities. Francis Avenue Streets Et Al and Walnut Avenue Alleys, City of La Habra. Project Manager for the design of 13 residential streets and 12 alleys spread throughout the City.Several nf the alleys were unimproved and required various remedies for drainage problems. Alley 17 & Alley 87 Reconstruction, City ofCosta n0exa' Project Manager for the reconstruction of two alleys including the addition ofa small diameter lateral tndrainanexisting sump. Town Lot Alleys—City of Huntington Beach. Project Manager for the design of 12 alleys in the downtown area of Huntington Beach, The project also included the design nf replacement sewer and water mains in most ufthe alleys.Several development constraints on both sides of the alleys complicated the design.Creative solutions were required to remedy existing drainage problems in two of the alleys. Santa Fe Avenue Widening,City of Long Beach. Project Manager for the Santa Fe Widening project for the City of Long Beach. Project involved preparation of roadway,sewer, domestic water,and traffic plans. Construction cost for the Uf-mi|e project was$1.5 million. Various Sidewalk Improvements, City of Laguna Beach. Project Manager responsible for the preparation of sidewalk improvements for four projects throughout the City, including the design of cantilevered sidewalk and retaining wall to allow for safe pedestrian access. FY 2000 Alley and Street Program, City of La Habra. Project Manager for the design of over five miles of local street reconstruction and 12 alleys throughout the City nfLaHabra. Workman N4N|Road Sewer Reconstruction,Whittier.Senior Engineer responsible for the preparation of PS&Efor the reconstruction of a 12"trunk sewer main. Project included flow monitoring,video inspection,area analysis,the design of a sewer siphon, and extensive coordination with L.A.County Department of Public Works. 14 | P age ANDERSON'PENN& Design qf Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1"Street Blandwood Sewer and Lift Station Reconstruction,Downey. Project Manager for the preparation of PS&E for the construction of 1'500 linear feet uf sewer gravity and force main. Project included reconstruction of a new lift station,rerouting of flow and significant effort to ensure that all house laterals were picked up by the new sewer. Sewer Rehabilitation Improvements,San Juan Capistrano. Project Manager for the preparation of a design report and PS&E for the construction and relining of over one mile uf sanitary sewer pipes up to 24-inch diameter, including a flow diversion, pipe jacking, Caltrans approvals, and a sewer siphon beneath San Juan Creek Channel. The Linal design saved over$1.0 million in construction cost compared to the master plan concept. Puente Hills |ntermoda| Facility, Industry. Project Manager responsible for the preliminary and final design of sewer and storm drain improvements in conjunction with this $100 million LA[Sn Project. Project included industrial waste line design,storm drain design, pipe jacking,and extensive coordination and approval process with L.A.County Department uf Public Works. Quill Drive Sewer Project, Downey. Project manager responsible for the design of the OuU| Drive Sewer Project which included the abandonment of the existing lift station, rerouting of the Mow in the opposite direction' and construction of a new sewer main to outlet into an existing downstream sewer system. Sewer Rehabilitation Improvements, City ofLa Habra. Project Manager responsible for the preparation ufPI@E for the reconstruction and relining of 4,500 L.F. of sanitary sewer pipes, including the field inspection of existing manhole conditions. Camino Capistrano Sewer, City of San Juan Capistrano. Project Manager for the design and preparation of P5&E for 2,000 L.F.of sewer in Camino Capistrano,including the design and protection of sewer laterals. Bristol Street Improvement Project,Santa Ana. Project Manager for the Bristol Street Improvement Project for the City of Santa Ana,The project included the final design of over one mile of sewer improvements. Santa Fe Avenue Improvement Project,Long Beach.Project Manager for the Santa Fe Improvement Project for the City of Long Beach, Project involved preparation of 0.6 miles of roadway and sewer plans. waseo Ad*|ento Street Extension Improvements, City of San Juan Capistrano. Project Engineer and Project Manager for the design of roadway, lighting, water, sewer and storm drain construction plans and estimates for 1,6OO linear feet of roadway extension located ina historical district. 15 | Pagc ANDERSON-PEMNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to f t Street Jacob Hester, PE Design Engineer Jake Hester has 8 years of planning, design, and construction document preparation experience for storm drain, domestic water, recycled water, sanitary Education sewer, street, landscaping, grading, and transportation projects. His experience includes support during construction, preparation of technical reports, and Environmental Engineering, California calculations for hydrology and hydraulics. He has been responsible for regulatory Cal State Polytechnic permitting, master plan preparation and community outreach for presentations to University,Pomona,2005 local, regional and federal stakeholders for water quality, flood control, habitat, Professional Registrations recreation, and wetlands projects. in addition, he has overseen right-of-way 2010JPEJCA#C76637 engineering, record surveys, geotechnical studies and reports, encroachment permits, improvement plan checking, Environmental Impact Reports, Water Years of Experience Quality Management Plans (WQMP), Standard Urban Storm Water Mitigation Plans(SUSMP),and Storm Water Pollution Prevention Plans(SWPPP). Entered the profession in 2004 Mr. Hester is proficient with computer aided engineering and construction management application software such as ArcMAP(GIS),AutoCAD Civil 3D,WMS, Lar04,XP SWMM,WSPG,Hydra, Microsoft Project,and Primavera. Mr.nester's relevant project experience includes: Recreation Center Master Plan Expansion Project, City of Fountain Valley, CA: Deputy Project Manager responsible for the preparation of plans, specifications, and estimates for storm drain, sanitary sewer, water, recycled water, street, sidewalk, curb & gutter, irrigation, concession buildings, restrooms, landscaping, playgrounds, ball fields, and decomposed granite walking trails for a 78-acre award winning recreational ball field improvement project worth over $22 million dollars in total costs. Mr. Hester was responsible for coordinating every aspect of the design,bid,engineering during construction,as-builts,and record keeping. Orange Line Extension, Metropolitan Transportation Authority, Los Angeles,CA: Design Engineer for extending the Metropolitan Transportation Authority's Orange Line bus service from the existing Chatsworth Station to the Canoga Station in the San Fernando Valley,adjacent to Canoga Avenue. Mr. Hester was responsible for the design and preparation of roadway and drainage plans specifications, estimates, permits, and SUSMPs for a new and remodeled busway, parking lots, storm drain system, bus stations, vegetated swales, infiltration basins, bio- retention basins,and landscaped areas using the Los Angeles County Modified Rational method in WMS,XP Storm, and XP WSPG. inland Empire Utilities Agency (IEUA), California Institute for Men Recycled Water Project, City of China, CA, Project Manager responsible for the design and oversight of plans, estimates, specifications, and engineering during construction for constructing 800-feet of reclaimed water lines from the IEUA Regional Plant Number 5 to the California Institute for Men. IEUA, Chino Creek Park Wetlands, City of Chino, CA. Project Engineer and Design Engineer responsible for coordinating construction specifications,and estimates;local,state, and federal permits,earthwork,hydrology and hydraulic calculations,and storm drain,water,and landscape improvement plans for improving an undeveloped 22 acre parcel into a state of the art, multi-beneficial wetland demonstration and education park.The improved site features recreational learning facilities that are integrated with surface and subsurface wetlands and native riparian habitat areas, decomposed granite walking trails, an observation tower, amphitheater, bridges,gardens, gravel parking lot,restrooms,an education center,and picnic area. AN,DEKSON-PEN NA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to is`Street ``�xzinGftN�" Sewer System Management Plan—Various Cities. Design Engineer responsible for the preparation of the City's Sewer System Management Plan technical provisions in conformance with the Statewide General Waste Discharge Requirements for Sanitary Sewer Systems Order No. 2006-003-DWQ(WDR). Mr. Hester was responsible for post processing NASSCO PACP ranking criteria to conducted a thorough review of each respective city's sanitary sewer collection system to prioritized structural and maintenance deficiencies and develop comprehensive engineering cost estimates for capital improvement and replacement programs using Hydra, AutoCAD, ArcGIS, MS Excel and Access.Client cities include: • Sierra Madre:32-miles of sewer, 745 manholes • Paramount:62-miles of sewers, 1,400 manholes • Southgate: 119-miles of sewers, 2,700 manholes • Lynwood:80-miles of sewers, 1,800 manholes • Palmdale: 111-miles of sewer,2,000 manholes • Agoura Hills:53.6-miles of sewers, 1,294 manholes • Covina:121-miles of sewers,2,700 manholes • Paramount:62-miles of sewers, 1,400 manholes 17 Page .�� r® r r NDERSON°PENNA Design oƒOcean Avenue Alley, Waterline and Sewer Replacement Project Main Street to I*Stree David J.Akers, PE Value Engineering/Concrete Pavement Specialist With 39 years of progressively responsible experience' Mr. Akers is a seasoned professional who started as a laboratory technician capping and breaking cylinders Education and continued on to inspection' material engineering' ready mix concrete, and concrete industry promotion. He has provided pavement engineering for BS,Civil Engineering,California numerous concrete pavement projects including 115,500 sf of heavy truck parking State University,San Diego, 1975 for Grimmway Farms in Bakersfield. His strengths are the ability tofind practical Postgraduate courses in solutions to perceived concrete materials problems and to develop a solution prestressed concrete,rock which diverse interest groups can accept. mechanics,and hydraulics Mr.Akers'relevant project experience includes: Professional Registrations Grimmm/aY Farms: As a concrete promoter, provided preliminary plans for an Civil Engineer and Quality 115,500 sf industrial parking lot that is open 24/7 with an average truck loading of Engineer,California 200 trucks per day. In addition to the pavement design, also developed a plan showing how high early strength mixes could be used most effectively bygradually increasing the strength at early ages to educe the cost uf fast track construction. Ghmnmway Farms used the preliminary plans for construction. City of Lomita:Assisted the city's consulting engineer with the design of equivalent portland cement concrete and asphalt concrete pavement designs.The portland cement concrete was 4%less when bid. V|tnuthinVVhitetopping,5 1h Street,City of Santa Monica:Designed the first ultrathin whitetopping for a city street in southern California.The street was overlaid with concrete in 1998 and is still rated as excellent. Design and Construction of Concrete Pavements for Port Authority mfthe Republic of Panama: Co-instructed a class on concrete pavement design' construction, materials, and quality control to Port Authority engineers and inspectors and contractors. Concrete for Streets and Rpadswxebinar— Decorative Concrete Segment: Prepared and taught m segment on decorative concrete pavement that highlighted colors,stains,stamping,and aggregate treatments. Caltrans Just-in-Timne Training for Concrete Paving:Initially part uf team that developed the A[PA5oVVest"Just-in' Time" pavement training program. The program is required for most ca|trans concrete paving projects. Taught numerous 4-hour sessions of the program throughout California and in southern Nevada, Thin-Bonded Concrete Overlay and Pervious Concrete Pavements: Presentations for various ACPA seminars in California and Nevada. High Strength Concrete: Under contract with a ready mix company, lead a study that developed mix designs and evaluated strength, modulus ofelasticity, and drying shrinkage uf10,O00 psi concrete which common knowledge deemed impossible in San Diego County in the late 1980s. Also developed lightweight aggregate mixes that regularly attained 6,OOOpsi. Sam Diego County Material Testing Laboratories: While technical services manager for a concrete supplier initiated a program with competitor ready mix companies to evaluate inter-laboratory strength variations of the commercial laboratories using companion sets of cylinders submitted by each supplier. The limited testing confirmed that test results varied widely. General Concrete: In conjunction with the Portland Cement Association and later the Concrete Reinforcing Steel Institute, presented a series of lectures on concrete as a sustainable material to architectural and engineering firms throughout southern California and southern Nevada. 1# | Pa g ANDEAS{]@'PENNA Design sf Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to2*Street KDMMer~d~an Rich Maher, PLS, Surveyor Principal Rich Maher isa professional land surveyor registered in the state nfCalifornia, with over twenty years of experience in the land surveying and civil engineering Education industries.As principal ofKDy0 Meridian and project manager, Mr. Maher will be Civil Engineering/University the primary point of contact for this project. As a founding owner of KDK4 Curriculum—Cal State Fullerton 1992 Meridian he provides the driving force behind the excellence of service demanded Land Surveying Continuing Education of his entire staff. He will ensue each project's technical requirements are met —Coastline Community College 1995 oversee the application of proper quality control and assurance procedures, and commit corporate resources to meet the City's objectives and schedule. GPS Technology Continuing Mr. Maher has extensive experience in all facets of land surveying, participating Professional Registrations on a consulting basis,as part of a project team,or in the management of projects 2000/PLS/CA#7564 with over one hundred different local, county, and state agencies and utilities districts. In that capacity, he has been responsible in whole or in part for project Professional Affiliations development, right-of-way engineering, annexations, heavy and light CLSA construction, design topographic surveys, aerial control networks, legal descriptions, boundary surveys, records of survey, and parcel and tract map American Congress on Survey& preparat|on. His persistent involvement in the details of daily survey department Mapping operations has provided him with extensive knowledge of state-of-the-art Years of Experience technology, hardware, and software used industry-wide. In doing so' 01r. 01ahe, Entered the profession in 1990 continues to be successful in providing services tailored toeach client, acting as an extension of their staff, understanding their needs, anticipating issues' and providing solutions, Patrick Earl, Surveyor Manager Patrick Earl is professional land surveyor registered in the state ufCalifornia, with nine years of experience in field and office surveying. His previous KDM Meridian employment allowed him to learn under a land surveyor with vast experience in Education the title business,giving him a unique understanding of the underpinnings of real property boundary issues. Working at a small firm also afforded Mr. Earl the BS/2004/Mechanical Engineering/ opportunity tofollow projects from inception to deliverable. He has quickly risen University of California Santa through the ranks at KnK8 Meridian to become a talented land surveyor with a Barbara certain prodigious future. To compliment his field experience in topographic Professional Registrations boundary, and construction surveying, he has exceptional office surveying skills in 2010/PLS/CA#8773 mapping and calculation, Mr. Earl joined KDM Meridian three years ago as a survey technician,to assume CLSA the role of daily supervision of the office staff's data reduction and mapping processes. He is responsible for topographic mapping, boundaries, and survey Years of Experience calculations for the survey department. His responsibilities in this capacity will Entered the profession in 2004 include the preparation of topographic maps, boundary and record mapping, tides and records research, constmc1abi|ity reviews and compilation of all field data. 19 | P a g ANBERSONTEWNA Design qf Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to±^Street Leighton [Nam Chandra, PE,GE, Project Gemtechnica| EnQimeer K8c Chandra brings 20 years of experience ingeotechnica| services from the early planning, site investigation, laboratory testing, data analysis, report preparation Education through grading and construction of various types of civil facilities, including residential and commercial developments, transportation, governmental and utility MS,Civil Engineering,Texas A&M projects. During this time, he has managed a wide range of projects, including large- University,College Station,Texas aca|edesign'bui|d projects,with varying geologic conditions and constraints, proving BS,Civil Engineering,Chung Yuan his skills in scheduling, budgeting, and managing complex projects. He has Christian University,Taiwan successfully worked with Tetra Tech on technically challenging and highly visible Professional Registrations developments for the past decade. California Registered Mr.Chandra's areas of expertise include foundation design,soil reinforcement,slope Geotechnical Engineer-2376 stability analysis, finite element analysis, and computer applications in geotechnica| California Registered Civil engineering. His extensive experience in design and application ofgeosynthetio Engineer-50068 reinforcements in geotechnica| engineering, including oveeteeppned slopes, Years of Experience pavement subgrodestabi|izatinn, and segmental retaining walls has proven an asset Entered the profession in 1991 on a variety of projects. Heis familiar with various field monitoring equipment, such as inclinometer for slope monitoring, manometer level survey,and settlement plate. Mr.Chondux's relevant project experience includes: SARA Replacement Project,Orange County, CA' Project Engineer/Manager for 4 miles of sewer line realignment that crosses the Santa Ana River and runs along the river bank north ufSR'91 and west ofOrange/Riverside County boundary line. The sewer line is upto6Ofeet deep and will be installed by cut-and-cover, bore-and-jack and tunneling methods. Thegeotechnica| issues included shallow groundwater, oversize boulders, liquefaction, lateral spreading, and a pre-existing tieback wall that interferes with the proposed line. Groundwater monitoring wells were installed and pump tests were conducted for devnatering requirement and design.Since the alignment crosses projected traces of the Whittier fault, electrical resistivity tests were conducted to locate the fault traces. Agencies involved included Army Corps of Engineers, O[5anitation District, O[ Public Works, OC Rood Control District,[a|trans,and City ofYurbaLinda. University Drive Sewer Force Main, Irvine, CA- Principal-in-Charge for the 0eotechnica| exploration for approximately 4.700 feet of new sewer line for Irvine Ranch Water District. A segment of the pipeline crosses underneath San Diego Creek and will be installed by Horizontal Directional Drilling (HDD) construction method. Groundwater was encountered in the borings at less than 15 feet deep and the pipeline invert will be below the groundwater table.Another unique challenge for the HDD is the presence of relatively shallow bedrock. Poseidon Backbone Water Pipeline,San Diego County, CA. Project Engineer/Manager for the proposed 13-mile- long water pipeline that starts at the planned clesalination plant in Carlsbad and crosses Carlsbad,Vista,Oceanside, and San Marcos in San Diego County. The pipeline will consist of 20-, 36'' and 54-inch-diameter steel pipes with invert depths ranging from 10 to 25 feet below grade, installed using conventional cut-and-cover techniques or bore-and-jack method at major street, pedestrian tunnel and wildlife crossings. Leighton worked closely with the cities during the field exploration to reduce disruption to the traffic flow and minimize damage on the existing pavement. Segments of the pipeline will go through bedrock formation that is granitic and very hard' possibly requiring blasting during excavation for the pipeline installation. 6ho||oxv groundwater was also locally encountered. |RVVoSouuh County Zone 1,3 Booster Pump Station, Irvine, CA. Project Engineer/Manager for the geutechnicm| exploration and geotechnicx| observation and testing services during construction of Zone 1'3 Booster Pump Station southwest of the existing |RVVD 15-miUiun gallon Zone 1 reservoir on Sand Canyon /venue. The project includes construction of a pump station building with a dimension of 58 feet by 24 feet that will host four booster pumps,an electrical room of approximately 14 feet by 24 feet,new AC pavement and new concrete slab. 20 | P aQe AN0EFSON'PFNNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project i Main Street to 1"'Street C Below, Inc. Chris W. Loera,V.P. of Operations Mr. Loera leads C Below's team of three technicians in completing a variety Education/Certifications: of utility location,CCTV and utility documentation projects. East L.A.Skills Center Construction Inspection Recent projects for Mr. Loera and Technicians include: ICBO/ICC Certified Special Inspector: City of Corona Water Treatment Facilities. Locate and identify all existing Reinforced Concrete,Structural utilities prior to plant upgrades at several different facilities.Assist surveyors Masonry and Pre-stressed Concrete recording utility locations,types and depths. L.A.City Registered Deputy Inspector: Long Beach Airport. Locate and identify all existing utilities at front drop off Reinforced Concrete, Reinforced Masonry, Pre-stressed Concrete, area and ramp for terminal expansion. Shotcrete and Drilled-In Anchors Newport Beach Library. Locate and identify all existing utilities for library American Concrete Institute Concrete expansion. Supervise potholing operations for verification of facility Field Testing Technician:Grade 1, horizontal location and depth. Concrete Laboratory Technician Grade I and Strength Testing Los Angeles Unified School District. Locate and identify utilities at numerous Technician school sites prior to excavation. GPR structure scanning at numerous school sites prior to cutting,coring or drilling operations. National Concrete Masonry Association Disneyland,Anaheim CA. Locate and identify utilities at various sites prior to Certified Concrete Masonry construction operations.Assist surveyors in recording utility locations, types Technician and depths. Years of Experience: Torrance USD, Torrance CA. Utility Investigation of it Campuses in the Torrance Unified School District. Entered the profession in 1999 C Below Technicians Averill Punla, Locating Technician Rendy Louhenapessy, Locating Technician Education/Certifications: Education/Certifications: Ground Penetrating Radar Technician—Level II Ground Penetrating Radar Technician—Level II Utility Locator-Level I Utility Locator-Level I Years of Experience: Years of Experience: Entered the profession in 2005 Entered the profession in 2005 Jaime Martinez, Locating Technician Education/Certifications: Ground Penetrating Radar Technician-Level II Utility Locator-Level I Years of Experience: Entered the profession in 2003 211 P a g e ANDERSON�I'ENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1s`Street 4 :f A, F Project Understanding and Background The City of Seal Beach is looking for a qualified team of consultants who have extensive experience preparing plans, specifications and estimates for alley improvements, water pipeline and sewer pipeline rehabilitation similar to the Ocean Avenue Alley improvements and the related improvements of the water and sewer facilities.The City of Seal Beach desires to contract with a firm who can provide timely, cost effective,and quality professional design services. The City adopted their 2005 Sewer System Master Plan Update which included analysis of the City's entire sewer system. This document in conjunction with the 2003 Water Master Plan made recommendations for pipeline improvements where structural integrity had been compromised or capacity restrictions required increase in pipe diameter. This project consists of the replacement of approximately 2,500 Lf. of existing 4-inch, 6-inch and 8-inch diameter water facilities with 8-inch, CL 200 PVC AWWA C900 water pipelines. The project also includes the replacement of the associated gate valves, services, meters, fire hydrants and associated appurtenances. The City of Seal Beach is also looking to replace approximately 2,000 I.f. of existing 6-inch gravity sewer with 8-inch PVC SDR 26 pipelines. In association with this effort, the manholes will be rehabilitated and all the existing sewer service laterals will need to be re-connected to the new sewer pipelines.The City is recommending CCTV inspection of the sewer pipeline system prior to finalizing design alternatives. The alley improvements will consist of the rehabilitation of approximately 30,000 s.f. of existing asphalt pavement with concrete. This element of the project also includes the replacement of damaged curb and gutter,sidewalk,and alley approaches to current ADA compliant standards. Project Approach Our project approach is framed by our understanding of the project from information acquired as a result of our review of the Request for Proposal, our field review of the project site and our extensive previous experience on many capital improvement design projects and similar waterline, sewer and alley design projects. Based on this understanding, we are providing experienced staff and sub- consultants who will take ownership of the perspective project elements and who understand their roles and responsibilities. Key elements include: • Experienced project team to perform the work • Committed to monitoring the progress of the project against the defined project milestones. • Committed to communicating regularly with the City to keep you informed about project progress and any issues that may arise that were not anticipated. • Provide for third party QA/AC to allow for a fresh set of eyes on the project. Project Management Our project approach and proven work plan is based on a pro-active project management approach. We firmly believe in "doing it right the first time". Consequently, we realize that when pursuing project success it is critical to thoroughly define the project requirements before the work is started. The project requirement must be mutually agreed on between the client and the design team. The requirement must also be clearly communicated and understood by all disciplines and at all staff levels. 221Page , ANDERSOIN•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project ' ss Main Street to is`Street We do not assume that the City staff has the full range of knowledge and experience necessary to know all of the detailed design requirements. Therefore, we will assume responsibility and take the initiative for extracting this required information from the City. The use of a carefully prepared Project Management Plan will be our key to achieving quality expectations. We find that projects are most successful when we manage the design/documentation process from the early stages of the project, working closely with the City to collaboratively develop the design for the project. We will meet with the City engineering and maintenance staff as a first step to determine the technical parameters, previous experience with similar projects in the area, and define project goals. We have already identified key project issues as outlined below, that will be the basis for our outline of the project goals and our Project Management Plan. The following Work Flow Diagram documents the progress of work required for this project. Geotechnical Preliminary Construct ors Survey ��na .design InVestlgat�vn ©eslgn Assistance I Record Pre-bid Search - Recommendations } 1 !Ii��i�II II 1�AI�I I • I nnIIIIa�1}mll�ll y II r 141nflpN G' f ai tli III I("(U lI dM0i 1%�II�101 Pre-constructio - --___•Survey Meeting tilit •• • '.. Detecti on M Review Plans Y f f __J� )I Survey i1u�011pIYIi�I iI IIq IgnIIIf II A • '" IJ:q:IIllVIIIIII it I IIIIIIII I IY I�IUIiA • III III)!tliIllllrylll�I A!!A!0.�I! Cost Estimates Change Order I Support Potholing g, Specifications Final sealed } II 111�1�19I 1•pl�ll IIB y �', G VIII IIIf1I��If III III e r- timate es Map i i "" Our experience and observations related to this proposal are as follows: • In conjunction with our Geotech and Value Engineering Team Members and specific boring results, we propose to review the City's typical pavement section and see if there is an opportunity to reduce the structural section without compromising the maintenance or life cycle. • It will be essential to get feedback from the City regarding the extent of pavement reconstruction that the City wants to complete outside of the alley right-of-way for join purposes. Typically improvements are resolved on a case-by-case basis. We recommend walking the project with City staff to identify specific recommendations. 231 Page -- ANDEFtSON•PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to T"Street € T z • Existing sewer, water, electric,gas and CAN facilities were noted in the alleys. • Shallow utilities in our experience seem to be more prevalent in alleys. If any exist,they will need to be identified early in the design process in case the utility company has to reconstruct some of their facilities. We have included on our organizational chart and scope of work (as an optional task) a utility detection subconsultant that can be of assistance with this effort. • To a large extent,the successful design of this project will revolve around alley drainage—providing a defined alley flowline, creating adequate alley crossfall,and designing a longitudinal alley flowline gradient that will convey runoff to the nearest street or intersecting alley. — The flowline of some of the alleys may have to be offset from the alley centerline due to elevation differences at the right-of-way limit on the two sides of the alley. This approach allows for a lessening of the cross-slope on the high side of the alley, thereby reducing the potential for cars "bottoming-out". — The side streets (1st Street— Main Street) and intermediate north/south alleys all drain to the north (away from Ocean Avenue). This allows for three potential outlets for the alleys being designed. This will enable us to create high points in the flowline profile (as needed), vary the alley crossfall and provide design flexibility to create a steeper longitudinal alley grade. • Adequate separation of sewer and water pipelines must be maintained in accordance with the City of Seal Beach Standard Plans 925 S-18a&b,as well as the County of Orange Health Care Agency and State of California Department of Public Health's most current Waterworks Standards. • A critical issue for all sewer rehabilitation projects is the handling of flows during construction. Suitable temporary sewage handling facilities and bypass strategies will need to be incorporated into the design. Key Issues The following issues must be carefully considered during the course of the project. Private Property Impacts In preparing the preliminary plans for the project, the impact that the proposed improvements will have on existing utilities and private property improvements will have to be precisely determined. The impacts to existing walls, fences, driveways, utilities, and border landscaping will have to be reviewed and addressed on a case-by- i e case basis. � Alley Experience 4« . The design of alleys are in many ways more challenging than a typical roadway or utility project because of the need for attention to detail, the narrow width involved, and the extent of improvements immediately adjacent to the alleys. Knowledge of alley design issues and criteria may be one of the determining factors as to whether this project is kept on schedule or not and whether the adjacent residents are satisfied with the end product.The APP Project Team has completed the design of over 30 alley segments, many in areas where the prevailing longitudinal alley grades are less than 0.41 (Huntington Beach, Seal Beach, Laguna Beach, and Fullerton). As a result, our Project Team is familiar with all of the nuances of alley design, including several creative design solutions to drainage problems. 241Page -- , ANL3LRS£)N�PENNA .naz,wps •x A_-.-e.cr�z.rvk>x. Design cf Ocean Avenue Alley,Waterline and Sewer Replacement Project Main Street to 1$t Street Attention &mDetails Paying attention to the details-whether it is designing alley approaches, tying down the horizontal and vertical alignment of the utilities, or ensuring that good joins are made for the alley design ' is probably the most critical part of the project.This attention to detail will extend to providing the best alley right- of-way information available. The experience of the APP Project Team, both in the industry as well as with alley projects, combined with our proven [V/QC procedures, help to assure the City that the details of the project design are being closely scrutinized and double-checked. Utility Coordination Alley construction can often result in impacts to existing shallow utilities, which in i tend to be shallower in alleys than in roadways. It is essential to conduct a thorough utility search, supplemented by follow-up with the various utility companies throughout the design phase of the project. Maintaining good records and being persistent with g utility houtthe ent with follow-up procedures are essential to identifying potential problems as early in the design process as possible. Construction CostslValue Engineering The APP team will pay special attention to the preparation of a realistic construction estimate and look for ways to save construction costs, Our estimates will be based un contractor bids for similar recent construction projects supplemented by direct discussion with APP'sconstruction management personnel and local contractors.Additionally, we have included as part of our Value Engineering, a specialist in concrete design to review the proposed pavement section and determine ifbcan be reduced. We have other potential cost-savings ideas to discuss with the City that could reduce the pavement costs significantly. Drainage Issues The longitudinal gradient associated with the alleys, in relation to the elevations of adjacent development, is important to ensure that new drainage problems are not created and that everything is investi���eJ to resolve existing drainage problems. On other alley design projects that we have successfully completed, we have created high points that allow the alley to drain in both directions, offset alley fluwUnes away from the alley centerline, and constructed new storm drain inlets (|f existing storm drains are available) to address various drainage issues encountered. Scope of Work The City of Seal Beach desires to have final plans, specifications and cost estimates fora complete bid package that will generate quality bid results for the City. The City will furnish the boiler plate front end to the specification document for our use. The specifications will follow the City Standard Plans, current Greenbook standard specifications and County,State and Federal standards where applicable. Our plans will include: plan and profile views for all proposed improvements, separate plans for the waterline, sewer and alley improvements. The City will receive reproducible my|ar sheets after the as- bui|ts have been completed. The following work scope items are included in our proposed fee to accomplish this project: 1. Attend Design Kickoff Meeting and additional milestone meetings with City staff. The City has requested that vve assume there will be three meetings required. 25 1 Pa e ANIDERSON'pENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project i Main Street to 1St Street i 2. Provide for utility company coordination by sending out preliminary and final utility notices to pertinent utility companies. These notices will include information about plan requests, prior rights, and any information about whether or not utilities need to be relocated prior to construction of City improvements taking place. 3. Perform design topographic survey to include driveways, trees, signage, street lights, fire hydrants,water and gas valves, manholes,structures, striping, power poles,catch basins,vaults, utilities and easements or lot lines. 4. Perform a geotechnical investigation to provide for recommendations associated with the water and sewer improvements including recommendations for bedding, backfill,groundwater depths, trench excavation setbacks, etc. The City has also requested that we include at least 4 pothole excavations in our scope of work to verify the existing depth, size and material of utilities in question. 5. Investigate and analyze the existing site conditions and provide recommendations or alternatives to accomplish the goals of the proposed improvements required. 6. Submit PS&E for review at 65% level;three hard copies have been requested in the City's RFP. 7. Submit PS&E for final review at the 90% level and complete set of specifications. This submittal will incorporate all City and utility company input. 8. Prepare final notice to Utility Companies and give indication as to project schedule and requirements. 9. After final City approval, provide City of Seal Beach with final bid package ready documents in digital format and one set of mylars signed and sealed by the Project Engineer. 10. Assist the City of Seal Beach with response to any questions that arise during the bid process and prepare any addendum necessary to insure quality bids are submitted by the Contracting community. Survey and Base Mapping Research of Record Information Obtain bench marks, centerline ties, record maps and other available survey data from City of Seal Beach and County of Orange. Field Surveying Project Datum to be used • Horizontal:State Plane Coordinates • Vertical: NAVD 88(Orange County Surveyor benchmark) Topographic Survey Limits • From driveway approach to driveway approach, and extending 15 feet north and south on intersecting streets, and 20 feet into the intersecting alley for each reach • To existing physical structure such as walls,fences or buildings • Including walkways and carports as described Topographic Survey • Collect standard topographic detail (existing street improvements, drainage structures, curbs, fire hydrants,visible utilities, driveways, alleyway intersections,curb ramps,cross-gutters, street signs,etc.)of features within project limits described above • Dip for invert elevation of storm drain and sewer manholes within and adjacent to project street reaches(verify with engineer) • Provide dip notes(sketch)and pictures of each manhole surveyed 261Page .� ANDIRSON�PENNA ­6.IrF — 1v61-1 n­vC Design uƒOcean Avenue Alley, Waterline and Sewer Replacement Project Main Street to I' Street [ross'SectionSurvey ° Collect cross-sections at twenty-five foot (25')intervals for each alley reach,within project limits described above Mapping Topographic • Prepare base mapping of survey detail collected • Review and revise with a field walk and required drafting revisions, ifany Centerline and right-of-woy ° Create record centerline based on retrieved record information and existing centerline moonumentation. Not a boundary survey or boundary establishment GeoCmchnicn From the data obtained in the field through a subsurface investigation and from published data, Leighton's geotechnica| analyses will identify soil profiles and physical, geochemica| and engineering properties of subsurface materials and groundwater conditions impacting the subject underground structures. Leighton provides recommendations for dewatering methods, earthwork and subgrade stabilization, structure foundations, lateral earth pressures for design of structures, pipeline design parameters and bockOU specifications (including bedding and backfi||ing) and loading conditions on buried structures. Leighton addresses construction considerations including trenching issues related to excavatabi|ity and rippabi|ity, temporary stability of excavations, and lateral earth pressures for shoring design. Leighton is also well versed in pipeline/conduit construction techniques such as boring and jacking, microtunne|ing and directional drilling. GemteohnicmV Exploration Plan/Boring Locations • Reviewgeotechnica| reports and geology maps available pertinent to the site orother readily available background materials. • Prepare a geotechnica| exploration plan, including a map showing locations of the proposed borings and type and depth of borings,for review by the City of Seat Beach. • Proposed boring locations are marked and coordinated with Underground Service Alert (USA)to ensure proper utility clearance. We will apply for encroachment permits from the City of Seal Beach,asrequired. Borings • Perform a subsurface exploration consisting of drilling, logging, and sampling of five (5) borings spaced approximately 5OD feet apart. • The borings will be drilled using hollow-stem auger within the alley north of Ocean Avenue.The borings will be advanced to average depths of 15 feet or refusal,whichever is shallower,and will be logged bya representative ofLeighton. • Representative soil samples will be collected at selected depths and transported to LeiQhton~s laboratory for testing. The borings will be backfilled with native soil cuttings and existing asphalt concrete surfaces will be restored with cold patch asphalt. • Traffic control will be provided, as necessary, in accordance with K4UTCD guidelines during the nubsurfaceexploration. 27 | P aAe &IN,[]EftSON'PEN N A Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street m1'tStreet Soil Sampling • Conduct a visual survey of the existing pavement conditions of the alley north of Ocean Avenue, measure the thickness of the existing pavement sections, and sample the subQrade directly below the existing pavement for R-Value testing for pavement rehabilitation. • Perform laboratory testing on selected soil samples to determine the engineering properties of the subsurface soils. The tests may consist of in-situ density and moisture content, sieve analysis,Sand Equivalent, direct shear, R'Va|ues,and corrus|vity. • Perform Beotechnica| engineering analysis of the collected data and develop design recommendations for the pipeline replacements,pavement design and earthwork: - Characterization of earth materials and groundwater level condition (if encountered); - Recommendations for pipe bedding and backO||; - Evaluation of corrosion potential of concrete and metal in contact with onsite soils; - Lateral earth pressures for design ofmanholes; - Pavement evaluation and design; - Stability of temporary excavations during construction;and - Recommendations for design of temporary trench shoring. Gemtechmi«a| RepmML Prepare aGeotechnica| Report presenting our findings and recommendations. The report will include site location map, boring logs and laboratory test results, and will be signed by a Registered Geutechn|ca|EnQineer. Value Engineering In conjunction with the geoterhnica| recommendations, APP's Value Engineering/ Concrete Pavement Specialist and Project Engineer will review the proposed pavement sections and explore optional pavement sections that could reduce the construction costs including a reduced section or alternative construction materials. We believe that we can reduce the pavement construction ousts by at least lO% versus the City's standard 6" P[C/6"ABsection. Preliminary Design Research and Review On all design projects,APP begins by meeting with the Client to refine the specific project design criteria and objectives. The meeting will result in identification uf key contacts, design criteria and preliminary design constraints. APP shall collect and review all City record information including, but not necessarily limited to, the following: • Asbuiltdravvings • Utility record drawings • RiQht'of-vvoy record maps • Assessors' parcel maps • Benchmark information and centerline intersection ties Field Review The Project Team will review the project in the field and take photographs of constraints that will impact the proposed alley pnjects. The photographs will be filed in a photo album with a written description clearly identifying each picture. The albums serve an a constant reference during design and are invaluable when discussing issues at meetings. 20 | paQa ANDEPSOIN^PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 1 St Street |n addition 10 the photographs, field reviews will be conducted by the engineering staff tosupplement the information provided by the surveyors. VVe strongly recommend a field review with the City during the preliminary design phase to discuss specific design issues, including the edge join conditions and potential private property impacts for many of the properties. Utility Investigation and Coordination Utility coordination will be ongoing throughout the duration of this project and will consist of the following tasks: • Obtain plans showing location and size of all ud|dY lines and appurtenances within the project area, including any available depth information relating to shallow utilities. • Plot utility lines on plans. • Cross check plotted locations above with field review information to insure that existing lines are shown in the proper location. • As early in the design process as possible, determine where potential utility conflicts exist and where utility modifications are warranted. • Coordinate with affected utility companies regarding conflicts, relocations and improvements. Two (2)full sets of plans will be submitted for comment to each utility agency concurrent with all APP submittals to the City for plan check. Potholing |n conjunction with our utility investigation, itis anticipated that vvewill not be able to accurately locate some of the existing utilities due to lack ufgood information. We have assumed the potholing of up to four existing utilities to determine the depth,size, location and material of utilities. Utility Detection(OptYona|) Included as an optional task in our fee estimate, utility detection services can be used to identify the depth of most subsurface utilities. Since we would primarily be concerned with the depth (and alignment)of shallow utilities that could potentially be impacted by the reconstruction of the alleys, the effort would be focused on the utilities that do not have good record information and that could be shallow. We would anticipate that this would generally consist of telephone, cable and gas facilities. Sewer and storm drain depths are usually deeper, plus the manholes can be dipped to verify depths of the facilities. CCTV Existing Sewer(Optional) Given that the City had the existing sewers videotaped approximately five years ago, and that the sewer will be totally reconstructed, we have assumed that additional CCTV effort will not be required. However,we have included the CCTV of all of the existing sewers as an optional task. Preliminary Plans Based upon recommendations provided by APP and feedback from the City, APP will complete the construction bid documents in the form of plans, specifications and estimates (PS&E). We envision the following plan set: Description #Sheets • Title Sheet............................................................................................ 1 • Typical Sections..................... —.......................................................... 1 • Details................................. ................................................................3 • Alley Plans(1U scale).... .............. ...................................................... 12 29 1 Page ANI0E13,SON'PENNA Design cƒOcean Avenue Alley, Waterline and Sewer Replacement Project Main Street to I't Street • Sewer Plans(lO scale)............... ........................................................l2 • Water Plans (1O scale) ............................. ................................—......lZ • Striping Plans(part of alley plans).................................. ............. ......U TOTAL 41 Sheets Pavement Plans Pavement plans will be prepared using the topographic survey data to create base sheets. The alley improvements will include the reconstruction of the alley approaches at the intersecting side streets, where necessary, in order to provide appropriate joins. We recommend the City consider preparing l[> scale plans.We have used this scale in the past successfully on our other alley projects. To a large extent,the pavement plans for this project revolve around solving existing drainage problems. |n general,there is not a well-defined#owUne for the alleys.There are also locations on private property adjacent to the alleys in a number of locations that are lower than the existing alleys. In conjunction with our expanded survey limits (extended to the building/garage face), the APP Team will identify low spots and design the alley f|ovvUneaccordingly. Exhibit on the next page reflects actual survey data (performed by the APP Team as a part of our proposal effort) for the alley between 2nd and 3rd Streets, where u significant |ovv spot was noted on the north side of the alley near the midpoint. As identified on the Exhibit, there is a low spot on the private property just south of the intersecting alley—the low spot is 0.48 feet lower than the adjacent finished floor elevation.These are the type of drainage problems that need to be resolved on a case-by- case basis. As identified to in the Key Issues section of the proposal, there are three potential outlets for the alley flowlines being designed —to the easterly or westerly side streets or to the existing intersecting alley to the north. For each alley, we will develop the appropriate proposed alley f|uvvUne that will a||ovv us to provide the maximum longitudinal slope possible,while maintaining reasonable alley cruss-s|ope. A review of the existing grades preliminarily indicates that for some of the alleys, there appear to be elevation differences between the north and the south property line which may necessitate an offset a||eyf|ovv!ioe. The use of an offset a||eyf|ow||ne can be effectively used to minimize the alley crossfa|i slopes and to counter the effect of the elevation differences on the two sides of the alley. Design cross- sections vvi|| becritica|tuthedesignoftheaUeyimprowemen1sinordertoensurethatprivatepropedy elevations are being joined and that the alley cross-fall is within an acceptable range(not too flat or too steep). One of the key design issues will be to minimize the impacts to existing development and to determine the best join point at the edges of the alley, which is not always at the right-of-way line. Although the initial intent will be to end the alley rehabilitation/reconstruction at the right-of-way line, each property will have to be evaluated on a case-by-case basis, especially given the wide range of field conditions noted during our preliminary field review. There appear to be several instances where existing private property improvements (walls, landscaping, etc.)extend into the public right-of-way, and City feedback will be needed to determine how toproceed. Signing and striping notes,where applicable,will be added to the alley plans. Water and Sewer Plans As identified in the Project Understanding portion of the Proposal, sewer and water separation criteria must bemet. in order to take advantage of the existing manholes, especially the manholes for the 30 | Page &ND[RSON'PENN& Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to 15'Street 02 6° Z U1 m u.v m t �� 6 8 x z F7 LL W 0 W LJ AL Q 4V Q`r YAIII 31 Page ANDETiSONI T?ENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project Main Street to1*Street intersecting north/south alleys, and to minimize the length of sewer lateral reconstruction, we will initially attempt to maintain the horizontal alignment of the existing sewer main. Based on the extent of the other existing utilities in each alley,the horizontal alignment of the proposed water main will also be established. Upon establishment of the proposed horizontal alignments, separate 10-scale plan and profile drawings will be prepared for the water and sewer improvements. For the sewer plans, manholes will be rehabilitated and connection details will be provided to tie the existing sewer laterals tothe proposed sewer main. Profiles will have to account for the potential that the downstream newer in the intersecting alleys could be 6-inch diameter pipes. For the water plans, in addition to the proposed 8-inch water main plan and profile, notes and details will also be prepared for the replacement of water gate valves, services, meters,fire hydrants and other appurtenances. The proposed sewer main profile will also be shown on the water plans to assist in identifying areas where potential vertical conflicts exist and so that details can be provided to reconstruct laterals as necessary. Final Plans Title Sheet,General Notes&Detail Sheets APP will prepare the above sheets in conformance with City Standards, showing vicinity map, general notes, names and numbers nf utility companies,typical cross sections, etc. Plan and Profile Sheets The plan and profile sheets will show the horizontal and vertical alignments in combined plan and profile base sheets.The plans will show the centerline,curb median, curb and gutter lines, sidewalk, driveways, right-of-way lines, existing improvements, existing sewer lines and water mains, in addition to all necessary construction details and at connection points. Trenching details and method of construction will also be shown on the plans. The plans will also show all the existing utilities as well as typical cross sections of the streets showing vertical and horizontal clearances of the utilities. Stage Cmmstmmut|wm Plans Stage construction plans are not anticipated to be necessary since alleys will be constructed by closing one alley atatime. Storm Water Pollution Prevention Plan—SnVPpP(optimnal) Preparation of a Stormnweter Pollution Prevention Plan (SVVPPP) can be prepared by APP staff in accordance with the Industrial Storm Water General Permit Order No.97-O3-DVVC\adopted in 1997. A Notice of Intent (N0) vvi|| be submitted to the State Water Resources Control Board and a SVVPPPwi|| be prepared which will include:the identified pollution prevention team, a Site Map, identified potential pollutants and source,an inventory of materials and chemicals and associated pollutants, Source Control (Structural and Non-Structural) Best Management Practices (8k4Ps), an ongoing training plan to implement BMPs,and an evaluation and monitoring plan for pollutant sampling and analysis. Specifications Specifications will be prepared in conformance with City of Seal Beach's format. Items requiring special attention are anticipated to include protecting existing utilities, maintaining sewer and water service, and any construction phasing for the alleys during construction. In addition, APP will prepare the Bid Schedule that need tnbe incorporated into the Specifications. 32 1 P a g e AtNDEKSL)N'FEINNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project i#A Main Street to I"Street Cost Estimate and Quantity Takeoff APP will prepare and submit to the City detailed engineer's construction cost estimate, in MS Excel format,including quantities and costs based on the final design. Meetings APP will meet with City engineers ot appropriate intervals to discuss design issues and project schedule. Submittals APP will submit three (3) sets nfPS&E at 65%, 90%, and 100Y6 design levels tuthe City for review and approval. Once the project is approved by the City staff, APP will provide the City with 24° x 36" K8y|ar sheets(reproducible master)and three (3)copies of the Final PS&E. Project Management/Quality Assurance and Quality Control The Project Management task is directed at the organization, planning and control of the project team. Activities include scheduling and monitoring of the project team, cost control and an active quality control program. Quality Control will be an ongoing task throughout the duration of the project. In addition to the Quality Control by the Project Manager,a Quality Control engineer that is not involved in the project will review the plans. The {C engineer will do technical evaluation of the plans, cost estimate and the project specifications. The review comments are transmitted to the Project Manager during a subsequent meeting. Construction Assistance APP will assist the City with responding to all written requests for clarification and will prepare addenda(s) if necessary. In addition,APP will assist the City with the following services: • Provide clarification of contract documents,as necessary, during the construction phase. • Review submittals, shop drawing,and material certifications,as requested. • Provide engineering assistance related to change order work initiated by the City, as requested. • Subsequent to construction, draft in ink all changes tothe oriQinal my|ar bid plans. Also, revise digital files using record drawings and provide updated digital files inAuto[ADformat. 33 ! P a g ANDED8ON'PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project xs Main Street to IS'Street ' Client References The APP Project Team has an established reputation of providing quality services. We have provided similar services to the agencies listed below,and we encourage you to contact those listed below. City of Laguna Beach City of Newport Beach Steve May, PE, Director of Public Works/City David Webb, PE, Deputy Public Works Director/ Engineer City Engineer 505 Forest Avenue 3300 Newport Blvd. Laguna Beach, CA 92651 Newport Beach, CA 92663 (949)497-0351 (949)644-3328 City of Fountain Valley City of Huntington Beach Mark Lewis, PE/TE, Director of Public Works /City ! Debbie DeBow, PE, Principal Engineer Engineer 2000 Main Street 10200 Slater Ave Huntington Beach,CA 92648 Fountain Valley,CA 92708 (714)536-5528 (714) 593-4400 City of Tustin City of Downey Dana R. Kasdan, Engineering Services Manager Desi Gutierrez, PE,Senior Engineer 300 Centennial Way 11111 Brookshire Ave Tustin CA 92780 Downey,CA 90241 (714)573-3150 (562) 271-3188 Following is a reference letter from the City of Long Beach regarding Project Engineer, Matt Stepien, PE. 34 ( Page -� ANUFR:ON—PENNA Design of Ocean Avenue Alley,Waterline and Sewer Replacement Project Main Street to 2t Street CITY OF LONG BEACH OF-PARTWNT OF PUBLIC WORKS Lvig aea&,CA S0503 002)670-6634 FAX(SezAMW,2 July 20,2010 To whom it may concern: I am pleased to present this letter of recommerdation for Matt Steplen in conjunction With the Civil Engineering for Various On-Call Projects at the City of Long Beach contract,which he has managed for KFM Engineering from 2008-present. Services have included various design services for roadway rehabilitation ondwideinQ.parkinylots.stmeet|ighhn! and utilities, include the preparation of plans, specification,and engineer's eshmate, KFM.under Mr.Stepion's management,has become one uf few civil engineering consulting firms thatthe City of Long Beach Design Division can rely upon fora consistent,timelly,quality product. Mr.Stepien has consistently provided the City with a superior level uf professional engineohng . services with the following Characteristics- cost-effecthm, flexible, technically aound, and responsive. Mr.Stepien is a problem solver and lis management style enables the City toobtain accurate information on the details of the project in o timely manner. YWc Stepien'm hesponsiveness, professionalism,enthusiasm, and willingness to go the extra mile to meet the City's, needs have Contributed greatly to the timely and successful completion of numerous projects given toKFM. I took forward to continuing a working relationship with Mr.Stepien and highly recommend / him for future public works engineering projects, Sinmanm|y. i 1`4DM/M. Baknen P.E. Assistant City Engineer Pak 35 Page ANDEK3QN'PENNA Design of Ocean Avenue Alley, Waterline and Sewer Replacement Project s Main Street to 15'Street Disclosure No members of the APP Project Team have any personal, professional or financial relationships with any officer or employee of the City. 361Page ANDEieSON,PENNA Exhibit B .'0��aw �-- -'*� � �JF�[ � ����J ~ [»�� �J�T � /�i� ��i���^���|�« � ]�l`�l��� ' pARrwERS IN pnpusCr DELIVERY- July 10,2012 City of Seal Beach Department of Public Works 211 Eighth Street Seal Beach, CA9O74D Attention: [eaarRange| Subiect:[)cean Avenue Alley Waterline and Sewer Replacement Project from 1*Street to Main Street Dear Cesar: Based on our recent discussions,we are submitting this change order request for the Closed Caption Television(CCTV)inspection of the sewers in the alleys north of Ocean Avenue. This effort will be performed by National Plant Services, Inc.and delivered in WinCan v8 format. We are requesting written authorization for the additional work specified and the corresponding additional fee nf$2,87O. Please contact Matt 3tepienat(949)37O-3l64or if the City requires any permits or traffic handling to complete this work. Sincerely, AndersonPenna Partners, Inc. AndersonPenna Partner MattStepieo, PE — Lis M.�Penna, PE Project Engineer Executive Vice President, Municipal Services 20280 Acacia Street, Suite 1O0 ° Newport Beach, CA 92600 wvmw.andpen.oum PHN94342Q15UO ^ FAX 8482585D53 CedifiedUDBE