CITY OF SAN BERNARDINO
DESIGN SERVICES AGREEMENT
PARTIES AND DATE.
This Agreement is made and entered into as May 05, 2021 by and between the City of San Bernardino, a charter city and municipal corporation organized and operating under the laws of San Bernardino,
PROPRIETORSHIP
Anaheim, CA 92805 (hereinafter referred to as "Designer"). City and Designer are sometimes individually referred to herein as "Party" and collectively as "Parties."
2. RECITALS.
City. City is a municipal corporation organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.
2.2 Designer. Designer desires to perform and assume responsibility for the provision of certain professional design services required by the City on the terms and conditions set forth in this Agreement. Designer warrants that it is fully licensed, qualified, and Willing to perform the services required by this Agreement; provided, however, that if Designer is a corporation or other organization, the Project Designer designated pursuant to Section 3.2, and not the Designer itself, shall be fully licensed to practice as an architect and/or engineer in the State of California.
2.3 Project. City desires to engage Designer to render such services for the Mt.
Vernon Storm Drain ("Project") as set forth in this Agreement.
TERMS
3.1 Employment of Designer.
3.1.1 Scope of Services. Designer promises and agrees to furnish to City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the professional design and related services necessary for the full and adequate completion of the Project consistent with the provisions of this Agreement (hereinafter referred to as "Services"). The Services are more particularly described throughout this Agreement, including Exhibit "A" attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, any exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. All Services performed by Designer shall be subject to the sole and discretionary approval of the City, which approval shall not be unreasonably withheld.
3.1.2 Term. The term of this Agreement shall be from May 5, 2021 to May 5, 2022, unless earlier terminated as provided herein.
1 3.2 Project Designer; Key Personnel.
3.2.1 Project Designer. Designer shall name a specific individual to act as Project Designer, subject to the approval of City. Designer hereby designates Majdi Ataya (License No. C39392 to act as the Project Designer for the Project. The Project Designer shall:
(1) maintain oversight of the Services; (2) have full authority to represent and act on behalf of the Designer for all purposes under this Agreement; (3) supervise and direct the Services using his or her best skill and attention; (4) be responsible for the means, methods, techniques, sequences and procedures used for the Services; (5) adequately coordinate all portions of the Services; and (6) act as principal contact with City and all contractors, consultants, engineers and inspectors on the Project. Any change in the Project Designer shall be subject to the City's prior written approval, which approval shall not be unreasonably withheld. The new Project Designer shall be of at least equal competence as the prior Project Designer. In the event that City and Designer cannot agree as to the substitution of a new Project Designer, City shall be entitled to terminate this Agreement for cause.
3.2.2 Key Personnel. In addition to the Project Designer, Designer has represented to the City that certain additional key personnel, engineers and consultants will perform the Services under this Agreement. Should one or more of such personnel, engineers or consultants become unavailable, Designer may substitute others of at least equal competence upon written approval of the City. In the event that City and Designer cannot agree as to the substitution of key personnel, engineers or consultants, City shall be entitled to terminate this Agreement for cause. As discussed below, any personnel, engineers or consultants who fail or refuse to perform the Services in a manner acceptable to the City, or who are determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project or a threat to the safety of persons or property, shall be promptly removed from the Project by the Designer at the request of the City. The key additional personnel, engineers and consultants for performance of this Agreement are as follows: Justin Smeets, Dayton Lowe, Alexander Liu, Kimilee Murillo, Riley Moore, and Amy Flores
3.3 Hiring of Consultants and Personnel.
3.3.1 Right to Hire or Employ. Designer shall have the option, unless City objects in writing after notice, to employ at its expense architects, engineers, experts or other consultants qualified and licensed to render services in connection with the planning and/or administration of the Project, and to delegate to them such duties as Designer may delegate without relieving Designer from administrative or other responsibility under this Agreement.
Designer shall be responsible for the coordination and cooperation of Designer's architects, engineers, experts or other consultants. All consultants, including changes in consultants, shall be subject to approval by City in its sole and reasonable discretion. Designer shall notify City of the identity of all consultants at least fourteen (14) days prior to their commencement of work to allow City to review their qualifications and approve to their participation on the Project in its sole and reasonable discretion.
3.3.2 Qualification and License. All architects, engineers, experts and other consultants retained by Designer in performance of this Agreement shall be qualified to perform the Services assigned to them, and shall be licensed to practice in their respective professions, where required by law.
2 3.3.3 Standards and Insurance. All architects, engineers, experts and other consultants hired by Designer shall be required to meet all of the same standards and insurance requirements set forth in this Agreement, unless other standards or requirements are approved by the City in writing. Unless changes are approved in writing by the City, Designer's agreements with its consultants shall contain a provision making them subject to all provisions stipulated in this Agreement.
3.3.4 Assignments or Staff Changes. Designer shall promptly obtain written City approval of any assignment, reassignment or replacement of such architects, engineers, experts and consultants, or of other staff changes of key personnel working on the Project. As provided in the Agreement, any changes in Designer's consultants and key personnel shall be subject to approval by City.
3.3.5 Draftsman and Clerical Support. Draftsmen and clerical personnel shall be retained by Designer at Designer's sole expense.
3.4 Standard of Care.
3.4.1 Standard of Care. Designer shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals qualified to perform the Services in the same discipline in the State of California, and shall be responsible to City for damages sustained by the City and delays to the Project as specified in the indemnification provision of this Agreement. Without limiting the foregoing, Designer shall be fully responsible to the City for any increased costs incurred by the City as a result of any such delays in the design or construction of the Project. Designer represents and maintains that it is skilled in the professional calling necessary to perform the Services. Designer warrants and represents that all of its employees, architects, engineers, experts and other consultants shall have sufficient skill and experience to perform the Services assigned to them. Finally, Designer represents that it, its employees, architects, engineers, experts and other consultants have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services assigned to or rendered by them and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Designer shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Designer's failure to comply with the standard of care provided for herein.
3.4.2 Performance of Employees. Any employee or consultant who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee or consultant who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Designer and shall not be re-employed to perform any of the Services or to work on the Project.
3.5 Laws and Regulations.
3.5.1 Knowledge and Compliance. Designer shall keep itself fully informed of and in compliance with all applicable local, state and federal laws, rules and regulations in any manner affecting the performance of the Services or the Project, and shall give all notices required of the Designer by law. Designer shall be liable, pursuant to the standard of care and indemnification provisions of this Agreement, for all violations of such laws and regulations in connection with its Services. If the Designer performs any work knowing it to be contrary to such laws, rules and regulations, Designer shall be solely responsible for all costs arising therefrom. Designer shall defend, indemnify and hold City, its officials, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.
3.5.2 Drawings and Specifications. Designer shall cause all drawings and specifications to conform to any applicable requirements of federal, state and local laws, rules and regulations, including the Uniform Building Code, in effect as of the time the drawings and specifications are prepared or revised during the latest phase of the Services described in Exhibit "A" attached hereto. Any significant revisions made necessary by changes in such laws, rules and regulations after this time may be compensated as Additional Services which were not known or reasonably should not have been known by Designer. Designer shall cause the necessary copies of such drawings and specifications to be filed with any governmental bodies with approval jurisdiction over the Project, in accordance with the Services described in Exhibit "A" attached hereto. For the preparation of all such drawings and specifications, the Designer shall use Computer Aided Design Drafting ("CADD") (e.g., AutoCAD) or other technology acceptable to the Designer and City.
3.5.3 Americans with Disabilities Act. Designer will use its best professional efforts to interpret all applicable federal, state and local laws, rules and regulations with respect to access, including those of the Americans with Disabilities Act (ADA"). Designer shall inform City of the existence of inconsistencies of which it is aware or reasonably should be aware between federal and state accessibility laws, rules and regulations, as well as any other issues which are subject to conflicting interpretations of the law, and shall provide the City with its interpretation of such inconsistencies and conflicting interpretations. Unless Designer brings such inconsistencies and conflicting interpretations to the attention of the City and requests City's direction on how to proceed, the Designer's interpretation of such inconsistencies and conflicting interpretations shall be the sole responsibility and liability of Designer, and the Designer shall correct all plans, specifications and other documents prepared for the Project at no additional cost if its interpretations are shown to be incorrect. In the event that the Designer request's City's direction on how to proceed with respect to any inconsistent and/or conflicting interpretation, the Designer shall be responsible to the City only pursuant to the indemnification provisions of this Agreement.
3.5.4 Permits, Approvals and Authorizations. Designer shall provide City with a list of all permits, approvals or other authorizations required for the Project from all federal, state or local governmental bodies with approval jurisdiction over the Project. Designer shall then assist the City in obtaining all such permits, approvals and other authorizations. The costs of such permits, approvals and other authorizations shall be paid by the City.
3.5.5 Water Quality Management and Compliance.
Compliance with Water Quality Laws. Ordinances and
Regulations. Designer shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Services including, without limitation, all applicable provisions of the City's ordinances regulating water quality and storm water; the Federal Water Pollution Control Act (33 U.S.C. § 1251 et seg.); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); and any and all regulations, 4 policies, or permits issued pursuant to any such authority. Designer shall additionally comply with the lawful requirements of the City, and any other municipality, drainage district, or other local agency with jurisdiction over the location where the Services are to be conducted, regulating water quality and storm water discharges.
(b) Standard of Care. Designer warrants that all employees and subcontractors shall have sufficient skill and experience to perform the work assigned to them without impacting water quality in violation of the laws, regulations and policies described in Sections 3.5.5(a) of this Agreement. Designer further warrants that it, its employees and subcontractors will receive adequate training, as determined by the City, regarding these requirements as they may relate to the Services.
(c) Liability for Non-compliance.
rdinances listed in Sections 3.5.5(a) of this Agreement is a violation of federal and state lan ndemnity: Fallure to comply with laws, regulations, an Notwithstanding any other indemnity contained in this Agreement, Designer agrees to indemnify and hold harmless the City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, losses or liabilities of any kind or nature which the City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the laws, regulations, and ordinances listed above, arising out of or in connection with the Services, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers.
Defense: City reserves the right to defend any
enforcement action or civil action brought against the City for Designer's failure to comply with any applicable water quality law, regulation, or policy. Designer hereby agrees to be bound by, and to reimburse the City for the costs associated with, any settlement reached between the City and the relevant enforcement entity.
Damages: City may seek damages from Designer for
in completing the Services caused by Designer's failure to comply with the laws, regulations and policies described in Section 3.5.5(a) of this Agreement, or any other relevant water quality law, regulation, or policy.
3.5.6 Air Quality.
(a) Compliance with Air Quality Laws, Ordinances, and Regulations.
Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the California Air Resources Board (CARB). Contractor shall specifically be aware of the CARB limits and requirements' application to "portable equipment", which definition is considered by CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by CARB or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Agreement.
3.6 Independent Contractor.
3.6.1 Control and Payment of Subordinates. City retains Designer on an independent contractor basis and Designer is not an employee of City. Designer is not an employee for state tax, federal tax or any other purpose, and is not entitled to the rights or benefits afforded to City's employees. Any additional personnel performing the Services under this Agreement on behalf of Designer shall also not be employees of City, and shall at all times be under Designer's exclusive direction and control. Designer shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Designer shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance.
3.7 Schedule of Services.
3.7.1 Designer Services. Designer shall fully and adequately complete the Services described in this Agreement and in Exhibit "A" attached hereto and incorporated herein by reference.
3.7.2 Timely Performance Standard. Designer shall perform all Services hereunder as expeditiously as is consistent with professional skill and care, as well as the orderly progress of the Project work so as not to be the cause, in whole or in part, of delays in the completion of the Project or in the achievement of any Project milestones, as provided herein. Specifically, Designer shall perform its Services so as to allow for the full and adequate completion of the Project within the time required by the City and within any completion schedules adopted for the Project. Designer agrees to coordinate with City's staff, contractors and consultants in the performance of the Services, and shall be available to City's staff, contractors and consultants at all reasonable times.
3.7.3 Performance Schedule. Designer shall prepare an estimated time schedule for the performance of Designer's Services, to be adjusted as the Project proceeds.
Project approval and funding. If City and Designer cannot mutually agree on a performance schedule, City shall have the authority to immediately terminate this Agreement. The schedule shall not be exceeded by Designer without the prior written approval of City. If the Designer's Services are not completed within the time provided by the agreed upon performance schedule, or any milestones established therein, it is understood, acknowledged and agreed that the City will suffer damage for which the Designer will be responsible pursuant to the indemnification provision of this Agreement.
following shall be added to the time for completion of any obligations of Designer: (1) the actions of City or its employees; (2) the actions of those in direct contractual relationship with City; (3) the actions of any governmental agency having jurisdiction over the Project; (4) the actions of any parties not within the reasonable control of the Designer; and (5) Force Majeure Event.
Neither the City nor the Designer shall be liable for damages, liquidated or otherwise, to the other on account of such delays. Such a non-compensable adjustment shall be Designer's sole and exclusive remedy for such delays and the Designer will not receive an adjustment to the contract price or any other compensation. A Force Majeure Event shall mean an event that materially affects a party's performance and is one or more of the following: (1) Acts of God or 6 other natural disasters occurring at the project site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the work); (4) pandemics, epidemics or quarantine restrictions; and (5) strikes and other organized labor action occurring at the project site and the effects thereof on the work, only to the extent such strikes and other organized labor action are beyond the control of Designer and its subcontractors, of every tier, and to the extent the effects thereof cannot be avoided by use of replacement workers. For purposes of this section, "orders of governmental authorities" includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of the City in its capacity as a municipal authority.
3.7.5 Request for Excusable Delay Credit. The Designer shall, within fifteen (15) calendar days of the beginning of any excusable delay, notify the City in writing of the causes of delay (unless City grants in writing a further period of time to file such notice prior to the date of final payment under the Agreement). City will then ascertain the facts and the extent of the delay, and grant an extension of time for completing the Services when, in its sole judgment, the findings of fact justify such an extension. The City's findings of fact thereon shall be final and conclusive on the parties. Extensions of time shall apply only to that portion of the Services affected by the delay and shall not apply to other portions of the Services not so affected. The sole remedy of Designer for extensions of time shall be an extension of the performance time at no cost to the City. If Additional Services are required as a result of an excusable delay, the parties shall mutually agree thereto pursuant to the Additional Services provision of this Agreement. Should Designer make an application for an extension of time, Designer shall submit evidence that the insurance policies required by this Agreement remain in effect during the requested additional period of time.
3.8 Additional Designer Services.
3.8.1 Request for Services. At City's request, Designer may be asked to perform services not otherwise included in this Agreement, not included within the basic services listed in Exhibit "A" attached hereto, and/or not customarily furnished in accordance with generally accepted design practice.
3.8.2 Definition. As used herein, "Additional Services" mean: (1) any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary for the Designer to perform at the execution of this Agreement; or (2) any work listed as Additional Services in Exhibit "A" attached hereto. Designer shall not perform, nor be compensated for, Additional Services without prior written authorization from City and without an agreement between the City and Designer as to the compensation to be paid for such services. City shall pay Designer for any approved Additional Services, pursuant to the compensation provisions herein, so long as such services are not made necessary through the fault of Designer pursuant to the indemnification provision of this Agreement.
3.8.3 Examples of Additional Services. Such Additional Services shall not include any redesign or revisions to drawings, specifications or other documents when such revisions are necessary in order to bring such documents into compliance with applicable laws, rules, regulations or codes of which Designer was aware or should have been aware pursuant to the laws and regulations provision of this Agreement above. Such Additional Services may include, but shall not be limited to:
7 eparately Bid Portions of Project. Plan preparation and/c ministration of work on portions of the Prolect separately bli Comeleto or mange future, outin or sites in to no need es te hon i reasonably should save don so salar of reine to dea pecifications or other documents when such revisions are inconsistent with written approvals i instructions previously given and are due to causes beyond the control of Designer.
Legal Proceedings. Serving as an expert witness on City's behalf or attending legal proceedings to which the Designer is not a party.
Damage Repair. Supervision of repair of damages to any
structure.
Extra Environmental Services. Additional work required for environmental conditions (e.g. asbestos or site conditions) not already contemplated within the Designer's services for the Project.
3.9 City Responsibilities. City's responsibilities shall include the following:
3.9.1 Data and Information. City shall make available to Designer all necessary data and information concerning the purpose and requirements of the Project, including scheduling and budget limitations, objectives, constraints and criteria. As part of the budget limitation information, the City shall provide the Designer with a preliminary construction budget ("City's Preliminary Construction Budget").
.9.2 Project Survey. I required pursuant to the scope of the Project and if equested by Desianer, City shall furnish Designer with, or direct Designer to procure at City' expense, a survey of the Project site prepared by a registered surveyor or civil engineer, any other record documents which shall indicate existing structures, land features, improvements, dimensions or test, and any and such periment inporaphical information and boundary
3.9.3 Bid Phase. Distribute Construction Documents to bidders and conduct the opening and review of bids for the Project.
3.9.4 Testing. Retain consultants) to conduct chemical, mechanical, soils, geological or other tests required for proper design of the Project, and furnish such surveys, borings, test pits, and other tests as may be necessary to reveal conditions of the site which must be known to determine soil condition or to ensure the proper development of the required drawings and specifications.
8 3.9.5 Required Inspections and Tests. Retain consultants) to conduct materials testing and inspection or environmental/hazardous materials testing and inspection pursuant to any applicable laws, rules or regulations.
3.9.6 Fees of Reviewing or Licensing Agencies. Directly pay or reimburse the payment of all fees required by any reviewing or licensing agency, or other agency having approval jurisdiction over the Project.
3.9.7 City's Representative. The City hereby designates Alex Qishta, Deputy Director of PW / City Engineer or his or her designee, to act as its representative for the performance of this Agreement ("City's Representative"). City's Representative shall have the power to act on behalf of the City for all purposes under this Contract. Representative hereby designates Saba Engineer, Principal Civil Engineer, or his or her designee, as the City's contact for the implementation of the Services hereunder. Contractor shall not accept direction or orders from any person other than the City's Representative or his or her designee.
3.9.8 Review and Approved Documents. Review all documents submitted by Designer, including change orders and other matters requiring approval by the City Council or other officials. City shall advise Designer of decisions pertaining to such documents within a reasonable time after submission, so as not to cause unreasonable delay as provided in the excusable delay provisions of this Agreement above.
3.10 Compensation.
3.10.1 Designer's Compensation for Basic Services. City shall pay to Designer, for the performance of all Services rendered under this Agreement, the total not to exceed amount of One hundred and forty four thousand, nine hundred and twenty seven Dollars ($144,927) ("Total Compensation"). This Total Compensation amount shall be based upon, and may be adjusted according to, the fee schedule and related terms and conditions attached hereto as Exhibit "B" and incorporated herein by reference. The Total Compensation, as may be adjusted upon mutual agreement, shall constitute complete and adequate payment for Services under this Agreement.
3.10.2 Payment for Additional Services. At any time during the term of this Agreement, City may request that Designer perform Additional Services. As used herein, Additional Services means any work which is determined by City to be necessary for the proper completion of the Project, but which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement.. Any additional work in excess of this amount must be approved by the City. If authorized, such Additional Services will be compensated at the rates and in the manner set forth in Exhibit "C" attached hereto and incorporated herein by reference, unless a flat rate or some other form of compensation is mutually agreed upon by the parties. If City requires Designer to hire consultants to perform any Additional Services, Designer shall be compensated therefore at the rates and in the manner set forth in Exhibit "C" attached hereto and incorporated herein by reference, unless a flat rate or some other form of compensation is mutually agreed upon by the parties. City shall have the authority to review and approve the rates of any such consultants. In addition, Designer shall be reimbursed for any expenses incurred by such consultants pursuant to the terms and conditions of Section
3.10.3. 3.10.3 Reimbursable Expenses. Reimbursable expenses are in addition to compensation for the Services and Additional Services. Designer shall not be reimbursed for 9 any expenses unless authorized in writing by City, which approval may be evidenced by inclusion in Exhibit "C" attached hereto. Such reimbursable expenses shall include only those expenses which are reasonably and necessarily incurred by Designer in the interest of the Designer shall be required to acquire prior written consent in order to obtain reimbursement for the following: (1) extraordinary transportation expenses incurred in connection with the Project; (2) out-of-town travel expenses incurred in connection with the Project; (3) fees paid for securing approval of authorities having jurisdiction over the Project; (4) bid document duplication costs in excess of $1,000; and (5) other costs, fees and expenses in excess of $1,000.
3.10.4 Payment to Designer. Designer's compensation and reimbursable expenses shall be paid by City to Designer no more often than monthly. Such periodic payments shall be made based upon the percentage of work completed, and in accordance with the phasing and funding schedule provided in Exhibit "B" and the compensation rates indicated in Exhibit "C" attached hereto and incorporated herein by reference. In order to receive payment, Designer shall present to City an itemized statement which indicates Services performed, percentage of Services completed, method for computing the amount payable, and the amount to be paid at the address listed in Section 3.29. The statement shall describe the amount of Services provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement, as well as those expenses for which reimbursement is requested for that statement period. The amount paid to Designer shall never exceed the percentage amounts authorized by the phasing and funding schedule located in Exhibit "B" attached hereto. City shall, within thirty (30) days of receiving such statement, review the statement and pay all approved charges thereon pursuant to the provisions of Civil Code Section 3320. Disputed amounts shall be resolved by the parties in a mutually agreeable manner.
Payments made for Additional Services shall be made in installments, not more often than monthly, proportionate to the degree of completion of such services or in such other manner as the parties shall specify when such services are agreed upon, and in accordance with any authorized fee or rate schedule. In order to receive payment, Designer shall present to City an itemized statement which indicates the Additional Services performed, percentage of Additional Services completed, method for computing the amount payable, and the amount to be paid. The statement shall describe the amount of Additional Services provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. City shall, within thirty (30) days of receiving such statement, review the statement and pay all approved charges thereon pursuant to the provisions of Civil Code Section 3320. Disputed amounts shall be resolved by the parties in a mutually agreeable manner.
Upon cancellation or termination of this Agreement, Designer shall be compensated as set forth in the termination provision herein.
3.10.5 Withholding Payment to Designer. The City may withhold payment, in whole or in part, to the extent reasonably necessary to protect the City from claims, demands, causes of action, costs, expenses, liabilities, losses, damages, or injuries of any kind to the extent arising out of or caused by the negligence, recklessness, or willful misconduct protected under the indemnification provisions of this Agreement. Failure by City to deduct any sums from a progress payment shall not constitute a waiver of the City's right to such sums. The City may keep any moneys which would otherwise be payable at any time hereunder and apply the same, or so much as may be necessary therefor, to the payment of any expenses, losses, or 10 damages as determined by the City, incurred by the City for which Designer is liable under the Agreement or state law. Payments to the Designer for compensation and reimbursable expenses due shall not be contingent on the construction, completion or ultimate success of the Project. Payment to the Designer shall not be withheld, postponed, or made contingent upon receipt by the City of offsetting reimbursement or credit from parties not within the Designer's reasonable control.
3.10.6 Prevailing Wages. Designer is aware of the requirements of California Labor Code Sections 1720, et seg., and 1770, et seg., as well as California Code of Regulations, Title 8, Section 16000, et seg., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Designer agrees to fully comply with and to require its consultants to fully comply with such Prevailing Wage Laws. City shall provide Designer with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Designer shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Designer's principal place of business and at the Project site. Designer shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure of the Designer or its consultants to comply with the Prevailing Wage Laws. It shall be mandatory upon the Designer and all subconsultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1). The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.
3.10.7 Registration. If the Services are being performed as part of an applicable "public works" or "maintenance" project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Designer and all subconsultants performing such Services must be registered with the Department of Industrial Relations. Designer shall maintain registration for the duration of the Project and require the same of any subconsultants, as applicable. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.
3.10.8 Labor Compliance. This Project may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Designer's sole responsibility to comply with all applicable registration and labor compliance requirements.
Any stop orders issued by the Department of Industrial Relations against Designer or any subcontractor that affect Designer's performance of Services, including any delay, shall be Designer's sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Designer caused delay and shall not be compensable by the City. Designer shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Designer or any subcontractor. 11 3.11 Notice to Proceed.
Designer shall not proceed with performance of any Services under this Agreement unless and until the City provides a written notice to proceed.
3.12 Termination, Suspension and Abandonment.
3.12.1 Grounds for Termination; Designer's Termination for Cause. City hereby reserves the right to suspend or abandon, at any time and for any reason, all or any portion of the Project and the construction work thereon, or to terminate this Agreement at any time with or without cause. Designer shall be provided with at least seven (7) days advanced written notice of such suspension, abandonment or termination. In the event of such suspension, abandonment or termination, Designer shall be paid for Services and reimbursable expenses rendered up to the date of such suspension, abandonment or termination, pursuant to the schedule of payments provided for in this Agreement, less any claims against or damages suffered by City as a result of the default, if any, by Designer. Designer hereby expressly waives any and all claims for damages or compensation arising under this Agreement, except as set forth herein, in the event of such suspension, abandonment or termination. Designer may terminate this Agreement for substantial breach of performance by the City such as failure to make payment to Designer as provided in this Agreement.
3.12.2 City's Suspension of Work. If Designer's Services are suspended by City, City may require Designer to resume such Services within ninety (90) days after written notice from City. When the Project is resumed, the Total Compensation and schedule of Services shall be equitably adjusted upon mutual agreement of the City and Designer.
3.12.3 Documents and Other Data. Upon suspension, abandonment or termination, Designer shall provide to City all preliminary studies, sketches, working drawings, specifications, computations, and all other Project Documents, as defined below, to which City would have been entitled at the completion of Designer's Services under this Agreement. Upon payment of the amount required to be paid to Designer pursuant to the termination provisions of this Agreement, City shall have the rights, as provided in this Agreement hereinafter, to use such Project Documents prepared by or on behalf of Designer under this Agreement. Designer shall make such documents available to City upon request and without additional compensation other than as may be approved as a reimbursable expense.
3.12.4 Employment of other Designers. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.
3.13 Ownership and Use of Documents; Confidentiality.
3.13.1 Ownership. All plans, specifications, original or reproducible transparencies of working drawings and master plans, preliminary sketches, design presentation drawings, structural computations, estimates and any other documents prepared pursuant to this Agreement, including, but not limited to, any other works of authorship fixed in any tangible medium of expression such as writings, physical drawings and data magnetically or otherwise recorded on computer diskettes (hereinafter referred to as the "Project Documents") shall be and remain the property of City. Although the official copyright in all Project Documents shall remain with the Designer or other applicable subcontractors or consultants, the Project Documents shall be the property of City whether or not the work for which they were made is 12 executed or completed. Within thirty (30) calendar days following completion of the Project, Designer shall provide to City copies of all Project Documents required by City. In addition, Designer shall retain copies of all Project Documents on file for a minimum of fifteen (15) years following completion of the Project, and shall make copies available to City upon the payment of reasonable duplication costs. Before destroying the Project Documents following this retention period, Designer shall make a reasonable effort to notify City and provide City with the opportunity to obtain the documents.
3.13.2 Right to Use. Designer grants to City the right to use and reuse all or part of the Project Documents, at City's sole discretion and with no additional compensation to Designer, for the following purposes:
(a) The construction of all or part of this Project.
b) The repair, renovation, modernization, replacement,
reconstruction or expansion of this Project at any time; (c) The construction of another project by or on behalf of the City for its ownership and use;
City is not bound by this Agreement to employ the services of Designer in the event such documents are used or reused for these purposes. City shall be able to use or reuse the Project Documents for these purposes without risk of liability to the Designer or third parties with respect to the condition of the Project Documents, and the use or reuse of the Project Documents for these purposes shall not be construed or interpreted to waive or limit City's right to recover for latent defects or for errors or omissions of the Designer.
Any use or reuse by City of the Project Documents on any project other than this Project without employing the services of Designer shall be at City's own risk with respect to third parties. If City uses or reuses the Project Documents on any project other than this Project, it shall remove the Designer's seal from the Project Documents and hold harmless Designer and its officers, directors, agents and employees from claims arising out of the negligent use or re- use of the Project Documents on such other project.
3.13.3 License. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify or reuse any and all Project Documents and any intellectual property rights therein. Designer shall require any and all subcontractors and consultants to agree in writing that City is granted a non-exclusive and perpetual license for the work of such subcontractors or consultants performed pursuant to this Agreement.
3.13.4 Right to License. Designer represents and warrants that Designer has the legal right to license any and all copyrights, designs and other intellectual property embodied in the Project Documents that Designer prepares or causes to be prepared pursuant to this Agreement. Designer shall indemnify and hold City harmless pursuant to the indemnification provisions of this Agreement for any breach of this Section. Designer makes no such representation and warranty in regard to previously prepared designs, plans, specifications, studies, drawings, estimates or other documents that were prepared by design professionals other than Designer and provided to Designer by City.
3.13.5 Confidentiality. All Project Documents, either created by or provided to Designer in connection with the performance of this Agreement, shall be held confidential by 13 Designer to the extent they are not subject to disclosure pursuant to the Public Records Act. All Project Documents shall not, without the written consent of City, be used or reproduced by Designer for any purposes other than the performance of the Services. Designer shall not disclose, cause or facilitate the disclosure of the Project Documents to any person or entity not connected with the performance of the Services or the Project. Nothing furnished to Designer which is otherwise known to Designer or is generally known, or has become known, to the related industry shall be deemed confidential. Designer shall not use City's name or insignia, photographs of the Project, or any publicity pertaining to the Services or the Project in any magazine, trade paper, newspaper, television or radio production or other similar medium without the written consent of City.
3.14 Indemnification.
3.14.1 To the fullest extent permitted by law, Designer shall defend (with counsel of City's choosing), indemnify and hold the City, its officials, officers, employees, volunteers, and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Designer, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Designer's services, the Project or this Agreement, including without limitation the payment of all damages, expert witness fees and attorney's fees and other related costs and expenses. Designer's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Designer, the City, its officials, officers, employees, agents, or volunteers.
3.14.2 If Designer's obligation to defend, indemnify, and/or hold harmless arises out of Designer's performance of "design professional" services (as that term is defined under Civil Code section 2782.8, then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Designer's indemnification obligation shall be limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Designer, and, upon Designer obtaining a final adjudication by a court of competent jurisdiction, Designer's liability for such claim, including the cost to defend, shall not exceed the Designer's proportionate percentage of fault.
3.15 Insurance. Designer shall not commence work under this Agreement until it has provided evidence satisfactory to the City that it has secured all insurance required under this Section. In addition, Designer shall not allow any sub-consultant to commence work on any subcontract until it has provided evidence satisfactory to the City that the sub-consultant has secured all insurance required under this section.
3.15.1 Types of Insurance Required. As a condition precedent to the effectiveness of this Agreement for work to be performed hereunder, and without limiting the indemnity provisions of the Agreement, Designer shall, at its expense, procure and maintain in full force and effect for the duration of the Agreement the following policies of insurance. If the existing policies do not meet the insurance requirements set forth herein, Designer agrees to amend, supplement or endorse the policies to do so.
3.15.2 Additional Insured. The City of San Bernardino, its officials, officers, employees, agents, and volunteers shall be named as additional insureds on Designer's and its subconsultants' policies of commercial general liability and automobile liability insurance using the endorsements and forms specified herein or exact equivalents. 14 3.15.3 Commercial General Liability
The Designer shall take out and maintain, during the performance of all work under this Agreement, in amounts not less than specified herein, Commercial General Liability Insurance, in a form and with insurance companies acceptable to the City.
Coverage for Commercial General Liability insurance shall be at least as broad as the following: Insurance Services Office Commercial General Liability coverage (Occurrence Form CG 00 01) or exact equivalent. Commercial General Liability Insurance must include coverage for the following:
(1) Bodily Injury and Property Damage
(2) Personal Injury/Advertising Injury
(3) Premises/Operations Liability
(4) Products/Completed Operations Liability
(5) Aggregate Limits that Apply per Project
(6) Explosion, Collapse and Underground (UCX) exclusion deleted
(7) Contractual Liability with respect to this Contract (8) Broad Form Property Damage
(9) Independent Consultants Coverage
The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; (3) products/completed operations liability; or (4) contain any other The policy shall give City, the City Council and each member of the City Council, its officers, employees, agents and City designated volunteers additional insurs status using IS endorsemectferas CG 20 10 10 01 and 20 37 10 01, or The general liability program may utilize either deductibies or provide coverage excess of a self-insured retention, subject to written approval by the City, and provided that such deductibles shall not apply to the City as an additional insured.
3.15.4 Automobile Liability
At all times during the performance of the work under this Agreement, the Designer shall maintain Automobile Liability Insurance for bodily injury and property damage including coverage for owned, non-owned and hired vehicles, in a form and with insurance companies acceptable to the City.
15 Coverage for automobile liability insurance shall be at least as broad as Insurance Services Office Form Number CA 00 01 covering automobile liability (Coverage Symbol 1, any auto).
Subject to written approval by the City, the automobile liability program may utilize deductibles, provided that such deductibles shall not apply to the City as an additional insured, but not a self-insured retention.
3.15.5 Workers' Compensation/Employer's Liability
Designer certifies that he/she is aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and he/she will comply with such provisions before commencing work under this Agreement.
(b) To the extent Designer has employees at any time during the term of this Agreement, at all times during the performance of the work under this Agreement, the Designer shall maintain full compensation insurance for all persons employed directly by him/her to carry out the work contemplated under this Agreement, all in accordance with the "Workers' Compensation and Insurance Act," Division IV of the Labor Code of the State of California and any acts amendatory thereof, and Employer's Liability Coverage in amounts indicated herein. Designer shall require all subconsultants to obtain and maintain, for the period required by this Agreement, workers' compensation coverage of the same type and limits as specified in this Section.
3.15.6 Professional Liability (Errors and Omissions)
(a) At all times during the performance of the work under this Agreement the Designer shall maintain professional liability or Errors and Omissions insurance appropriate to its profession, in a form and with insurance companies acceptable to the City and in an amount indicated herein. This insurance shall be endorsed to include contractual liability applicable to this Agreement and shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the Designer. "Covered Professional Services" as designated in the policy must specifically include work performed under this Agreement. The policy must "pay on behalf of" the insured and must include a provision establishing the insurer's duty to defend.
3.15.7 Minimum Policy Limits Required
(a) The following insurance limits are required for the Agreement:
Combined Single Limit
Commercial General Liability $1,000,000 per occurrence/ $2,000,000 aggregate for bodily injury, personal injury, and property
damage
16 Automobile Liability $1,000,000 per occurrence for bodily injury and property damage
Employer's Liability $1,000,000 per occurrence
Professional Liability $1,000,000 per claim and aggregate (errors and omissions)
(b) Defense costs shall be payable in addition to the limits.
Requirements of specific coverage or limits contained in this Section are not intended as a limitation on coverage, limits, or other requirement, or a waiver o any coverage normally provided by any insurance. Any available coverage shall be provided t the parties required to be named as Additional Insured pursuant to this Agreement.
3.15.8 Evidence Required
(a) Prior to execution of the Agreement, the Designer shall file with the City evidence of insurance from an insurer or insurers certifying to the coverage of all insurance required herein. Such evidence shall include original copies of the ISO CG 00 01 (or insurer's equivalent) signed by the insurer's representative and Certificate of Insurance (Acord Form 25-S or equivalent), together with required endorsements. All evidence of insurance shall be signed by a properly authorized officer, agent, or qualified representative of the insurer and shall certify the names of the insured, any additional insureds, where appropriate, the type and amount of the insurance, the location and operations to which the insurance applies, and the expiration date of such insurance.
3.15.9 Policy Provisions Required
Designer shall provide the City at least thirty (30) days prior written notice of cancellation of any policy required by this Agreement, except that the Designer shall provide at least ten (10) days prior written notice of cancellation of any such policy due to non-payment of premium. If any of the required coverage is cancelled or expires during the term of this Agreement, the Designer shall deliver renewal certificate(s) including the General Liability Additional Insured Endorsement to the City at least ten (10) days prior to the effective date of cancellation or expiration.
The Commercial General Liability Policy and Automobile Policy shall each contain a provision stating that Designer's policy is primary insurance and that any insurance, self-insurance or other coverage maintained by the City or any named insureds shall not be called upon to contribute to any loss.
The retroactive date (if any) of each policy is to be no later than the effective date of this Agreement. Designer shall maintain such coverage continuously for a period of at least three years after the completion of the work under this Agreement. Designer shall purchase a one (1) year extended reporting period A) if the retroactive date is advanced past the effective date of this Agreement; B) if the policy is cancelled or not renewed; or C) if the policy is replaced by another claims-made policy with a retroactive date subsequent to the effective date of this Agreement.
17 (d) All required insurance coverages, except for the professional liability coverage, shall contain or be endorsed to waiver of subrogation in favor of the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Designer or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Designer hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants.
The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability.
Further the limits set forth herein shall not be construed to relieve the Designer from liability in excess of such coverage, nor shall it limit the Designer's indemnification obligations to the City and shall not preclude the City from taking such other actions available to the City under other provisions of the Agreement or law.
3.15.10 Qualifying Insurers
All policies required shall be issued by acceptable insurance companies, as determined by the City, which satisfy the following minimum requirements: Each such policy shall be from a company or companies with a current A.M. Best's rating of no less than A:VIl and admitted to transact in the business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law.
3.15.11 Additional Insurance Provisions
The foregoing requirements as to the types and limits of insurance coverage to be maintained by Designer, and any approval of said insurance by the City, is not intended to and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Designer pursuant to this Agreement, including but not limited to, the provisions concerning indemnification.
If at any time during the life of the Agreement, any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Designer or City will withhold amounts sufficient to pay premium from Designer payments. In the alternative, City may cancel this Agreement.
The City may require the Designer to provide complete copies of all insurance policies in effect for the duration of the Project.
Neither the City nor the City Council, nor any member of the City Council, nor any of the officials, officers, employees, agents or volunteers shall be personally responsible for any liability arising under or by virtue of this Agreement.
3.15.12 Subconsultant Insurance Requirements
Designer shall not allow any subcontractors or subconsultants to commence work on any subcontract until they have provided evidence satisfactory to the City that they have secured all insurance required under this Section. Policies of commercial 18 general liability insurance provided by such subcontractors or subconsultants shall be endorsed to name the City as an additional insured using ISO form CG 20 38 04 13 or an endorsement providing the exact same coverage. If requested by Designer, City may approve different scopes or minimum limits of insurance for particular subcontractors or subconsultants.
3.16 Records.
Designer shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable.
Designer shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Designer shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of five (5) years from the date of final payment under this Agreement.
3.17 Standardized Manufactured Items.
Designer shall cooperate and consult with City in the use and selection of manufactured items on the Project, including but not limited to, paint, hardware, plumbing, mechanical and electrical equipment, fixtures, roofing materials and floor coverings. All such manufactured items shall be standardized to City's criteria to the extent such criteria do not interfere with building design.
3.18 Limitation of Agreement.
This Agreement is limited to and includes only the work included in the Project described herein. Any additional or subsequent construction at the site of the Project, or at any other City site, will be covered by, and be the subject of, a separate Agreement for design services between City and the designer chosen therefor by City.
3.19 Mediation.
Disputes arising from this Agreement may be submitted to mediation if mutually agreeable to the parties hereto. The type and process of mediation to be utilized shall be subject to the mutual agreement of the parties.
3.20 Successors and Assigns.
This Agreement shall be binding upon and shall inure to the benefit of the successors in interest, executors, administrators and assigns of each party to this Agreement. However, Designer shall not assign or transfer by operation of law or otherwise any or all of its rights, burdens, duties or obligations without the prior written consent of City. Any attempted assignment without such consent shall be invalid and void.
3.21 Asbestos Certification.
Designer shall certify to City, in writing and under penalty of perjury, that to the best of its knowledge, information and belief no asbestos-containing material or other material deemed to be hazardous by the state or federal government was specified as a building material in any construction document that the Designer prepares for the Project. Designer shall require all consultants who prepare any other documents for the Project to submit the same written 19 certification. Designer shall also assist the City in ensuring that contractors provide City with certification, in writing and under penalty of perjury, that to the best of their knowledge, information and belief no material furnished, installed or incorporated into the Project contains asbestos or any other material deemed to be hazardous by the state or federal government.
These certifications shall be part of the final Project submittal. Designer shall include statements in its specifications that materials containing asbestos or any other material deemed to be hazardous by the state or federal government are not to be included.
3.22 No Third Party Rights.
This Agreement shall not create any rights in, or inure to the benefits of, any third party except as expressly provided herein.
3.23 Governing Law.
This Agreement shall be construed in accordance with, and governed by, the laws of the State of California. Venue shall be in San Bernardino County.
3.24 Exhibits and Recitals.
All exhibits and recitals contained herein and attached hereto are material parts of this Agreement and are incorporated as if fully set forth.
3.25 Severability.
Should any provision in the Agreement be held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions shall continue in full force and effect.
3.26 Non-Waiver.
None of the provisions of this Agreement shall be considered waived by either party, unless such waiver is specifically specified in writing.
3.27 Safety.
Designer shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Designer shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of its employees, consultant and subcontractors appropriate to the nature of the work and the conditions under which the work is to be performed.
3.28 Harassment Policy.
Designer shall provide a copy of the City's Harassment Policy to each of its employees assigned to perform the tasks under this Agreement. Designer shall submit to the City's Personnel Manager a statement signed by each of its employees who are assigned to perform the Services under this Agreement certifying receipt of City's Harassment Policy and certifying that they have read the Harassment Policy. A finding by the City that any of Designer's employees has harassed a City employee shall be grounds for appropriate discipline, up to and including such employee's removal from performance of this Agreement at City's request. 20 3.29 Delivery of Notices.
All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose:
CITY: DESIGNER:
City of San Bernardino Onward Engineering
Vanir Tower, 290 North D Street 300 S Harbor Blvd, Suite 814 San Bernardino, California 92401 Anaheim, Ca 92805
Attn: City Manager Attn: Majdi Ataya, P.E.
With a Copy to:
City of San Bernardino
Vanir Tower, 290 North D Street
San Bernardino, CA 92401
Attn: City Attorney
Such notice shall be deemed made when personally delivered or when mailed, forty- eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.
3.30 Time of Essence.
Time is of the essence for each and every provision of this Agreement.
3.31 City's Right to Employ Other Consultants.
City reserves right to employ other consultants, including designers, in connection with this Project or other projects.
3.32 Prohibited Interests.
3.32.1 Solicitation. Designer maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Designer, to solicit or secure this Agreement. Further, Designer warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Designer, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability.
3.32.2 Conflict of Interest. For the term of this Agreement, no director, official, officer or employee of City, during the term of his or her service with City, shall have any direct 21 interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.
3.33 Equal Opportunity Employment.
Designer represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or any other classification protected by federal or state law.
Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Designer shall also comply with all relevant provisions of City's minority business enterprise program, affirmative action plan or other related programs or guidelines currently in effect or hereinafter enacted.
3.34 Labor Certification.
By its signature hereunder, Designer certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services.
3.35 Subcontracting.
As specified in this Agreement, Designer shall not subcontract any portion of the Services required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to each and every provision of this Agreement.
3.36 Supplemental Conditions.
Any supplemental conditions shall be attached as an exhibit to this Agreement, and that exhibit shall be incorporated herein by reference.
3.37 Entire Agreement.
This Agreement, with its exhibits, contains the entire agreement of the parties hereto, and supersedes any and all other prior or contemporaneous negotiations, understandings and oral or written agreements between the parties hereto. Each party acknowledges that no representations, inducements, promises or agreements have been made by any person which are not incorporated herein, and that any other agreements shall be void. Furthermore, any modification of this Agreement shall only be effective if in writing signed by all parties hereto. [SIGNATURES ON FOLLOWING PAGE]
22 SIGNATURE PAGE FOR DESIGN SERVICES AGREEMENT
BETWEEN THE CITY OF SAN BERNARDINO
AND ONWARD ENGINEERING
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the date first written above.
CITY OF SAN BERNARDINO ONWARD ENGINEERING
PROVER B'
47)
Robert D. Field
City Manager
Majdi Ataya
ATTESTED BY: Name
Rocke President
Genoveva Rocha, CMC City Clerk Title
APPROVED AŞ TO FORM:
PP.
Sonia Carvalho, City Attorney
23 EXHIBIT A
DESIGNER'S SCOPE OF SERVICES
GENERAL REQUIREMENTS.
Basic Services. Designer agrees to perform all the necessary professional design, engineering (e.g. mechanical, electrical, plumbing, structural, site engineering, and any other necessary engineering services mutually agreeable to the parties) and construction administration services for the Project in a timely and professional manner, consistent with the standards of the profession, including those provided for herein.
1.2 Exclusions from Basic Services. The following services shall be excluded from the basic services listed above: Not applicable
Additional Services. Designer shall perform the following Additional Services for the Project: Not applicable
1.4 Communication with City. Designer shall participate in consultations and conferences with authorized representatives of City and/or other local, regional, or state agencies concerned with the Project, which may be necessary for the completion of the Project or the development of the drawings, specifications and documents in accordance with the applicable standards and requirements of law and the City. Such consultations and conferences shall continue throughout the planning and construction of the Project and the contractor's warranty period. Designer shall take direction only from the City's Representative, or any other representative specifically designated by the City for this Project, including any construction manager hired by the City.
1.5 Coordination and Cooperation with Construction Manager. The City may hire a construction manager to administer and coordinate all or any part of the Project on its if the City does so, it shall provide a copy of its agreement with the construction manager so that the Designer will be fully aware of the duties and responsibilities of the construction manager. The Designer shall cooperate with the construction manager and respond to any requests or directives authorized by the City to be made or given by the construction manager. The Designer shall request clarification from the City in writing if the Designer should have any questions regarding the authority of the construction manager.
2. INITIAL PLANNING PHASE.
During the initial planning phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
2.1 Project Feasibility. Provide advice and assistance to City in determining the feasibility of the Project, analysis of the type and quality of materials and construction to be selected, the site location, and other initial planning matters.
2.2 Meeting Budget and Project Goals. Designer shall notify City in writing of potential complications, cost overruns, unusual conditions, and general needs that potentially impact the Project budget and time line, including the City's Preliminary Construction Budget.
Designer shall use its best judgment in determining the balance between the size, type and Exhibit A-1
quality of construction to achieve a satisfactory solution within the Project's budget and construction allowance. It shall be the duty of the Designer to design the Project within budget.
As discussed herein, including in Section 7.3, if the lowest responsive and responsible bid for the Project exceeds the budget by the stated amount, Designer may be required to make the necessary changes in the drawing and specifications, at its sole cost and expense, to bring the bids within the required budget.
2.3 Permits, Approvals and Authorizations. As indicated in Section 3.5.4 of the Agreement, Designer shall assist City in securing easements, encroachment permits, rights of way, dedications, infrastructures and road improvements, as well as coordinating with utilities and adjacent property owners.
3. SCHEMATIC PLAN PHASE.
During the schematic plan phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
3.1 Funding Documents. Designer shall provide a site plan and all other Project- related information necessary and required for an application by City to any federal, state, regional, or local agencies for funds to finance the construction Project.
Schematic Plans. In cooperation with City, Designer shall prepare preliminary plans and studies, schematic drawings, site utilization plans, and phasing plans showing the scale and relationship of the components of the Project, the plot plan development at the site, and the proposed design concept of the buildings ("Schematic Plans"). Designer shall incorporate the functional requirements of City into the Schematic Plans. The Schematic Plans shall meet all laws, rules and regulations of the State of California. The Schematic Plans shall show all rooms incorporated in each building of the Project in single-line drawings, and shall include all revisions required by City or by any federal, state, regional or local agency having jurisdiction over the Project. All design drawings for the Project shall be in a form suitable for reproduction.
Preliminary Project Budget. Designer shall use the City's Preliminary Construction Budget and its own expertise and experience with the Project to establish a preliminary project budget or allowance in a format required by City ("Designer's Preliminary Project Budget"). The purpose of the Designer's Preliminary Project Budget is to show the probable Project cost in relation to City's Preliminary Construction Budget and the construction standards of any applicable funding agency. If Designer perceives site considerations which render the Project expensive or cost prohibitive, Designer shall disclose such conditions in writing to City immediately. As discussed herein, including in Section 7.3, if the lowest responsive and responsible bid for the Project exceeds the budget by more than the stated amount, Designer may be required to make the necessary changes in the drawings and specifications, at its sole cost and expense, to bring the bids within the required budget Designer shall provide a preliminary written time schedule for the performance of all construction work on the Project.
Copies of Schematic Plans and Other Documents. Designer, at its own expense, shall provide a complete set of the Schematic Plans described herein for City's review and approval. Additionally, at City's expense, Designer shall provide such documents as may be required by any federal, state, regional or local agencies concerned with the Project. Any additional copies required by City shall be provided at actual cost to City. .
Exhibit A-2
4. DESIGN DEVELOPMENT PHASE.
During the design development phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
4.1 Design Development Documents. Once City provides Designer with specific vritten approval of the Schematic Plans described herein, Designer shall prepare desigr development documents consisting of: (1) site and floor plans; (2) elevations; and (3) any othe drawings and documents sufficient to fix and describe the types and makeup of materials, as well as the size and character of the Project's structural, mechanical and electrical systems, and to outline the Project specifications ("Design Development Documents").
Development Documents shall be prepared in sufficient form to present to the City Council for approval.
Copies of Design Development and Other Documents. Designer, at its own expense, shall provide a complete set of the Design Development Documents described herein for City's review and approval. Additionally, at City's expense, Designer shall provide such documents as may be required by any federal, state, regional or local agencies concerned with the Project. Any additional copies required by City shall be provided at actual cost to City.
4.3 Updated Project Budget. Designer shall use its Preliminary Project Budget and expertise and experience with the Project to establish an updated estimate of probable construction costs, containing detail consistent with the Design Development Documents as set forth herein and containing a breakdown based on types of materials and specifications
4.4 Timetable. Designer shall provide a written timetable for full and adequate completion of the Project to City.
4.5 Application for Approvals. Designer shall assist City in applying for and obtaining required approvals from all federal, state, regional or local agencies concerned with the Project. Designer shall furnish and process all design and engineering information required to prepare and process applications to applicable utilities in order to secure priorities and materials, to aid in the construction of the Project and to obtain final Project approval and acceptance by any of the above agencies as may be required.
4.6 Color and Other Aesthetic Issues. Designer shall provide, for City's review and approval, a preliminary schedule of all color materials and selections of textures, finishes and other matters involving an aesthetic decision about the Project.
5. FINAL WORKING DRAWINGS AND SPECIFICATIONS.
During the final working drawings and specifications phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
Final Working Drawings and Specifications. Once City provides Designer with specific written approval of the Design Development Documents described herein, Designer shall prepare such complete working drawings and specifications as are necessary for developing complete bids and for properly executing the Project work in an efficient and thorough manner ("Final Working Drawings and Specifications"). Such Final Working Drawings and Specifications shall be developed from the Schematic Plans and Design Development Exhibit A-3
Documents approved by City. The Final Working Drawings and Specifications shall set forth in detail all of the following: (1) the Project construction work to be done; (2) the materials, workmanship, finishes, and equipment required for the architectural, structural, mechanical, and electrical systems; and (3) the utility service connection equipment and site work. As indicated in Section 3.9.2 of the Agreement, City may be requested to supply Designer with the necessary information to determine the proper location of all improvements on and off site, including record drawings ("as-built drawings") in City's possession. Designer will make a good-faith effort to verify the accuracy of such information by means of a thorough interior and exterior visual survey of site conditions. City shall also make a good-faith effort to verify the accuracy of the as-built drawings and provide any supplemental information to Designer which may not be shown on the as-built drawings.
5.2. Form. The Final Working Drawings and Specifications must be in such form as will enable Designer and City to secure the required permits and approvals from all federal, state, regional or local agencies concerned with the Project. In addition, the Final Working Drawings and Specifications must be in such form as will enable City to obtain, by competitive bidding, a responsible and responsive bid within the applicable budgetary limitations and cost standards. The Final Working Drawings and Specifications shall be clear and legible so that uniform copies may be on standard architectural size paper, properly indexed and numbered, and shall be capable of being clearly copied and assembled in a professional manner by Designer.
Approval and Revisions. City shall review, study, and check the Final Working Drawings and Specifications presented to it by Designer, and request any necessary revisions or obtain any necessary approvals by the City Council, subject to the approval of all federal, state, regional or local agencies concerned with the Project. Designer shall make all City- requested changes, additions, deletions, and corrections in the Final Working Drawings and Specifications at no additional cost, so long as they are not in conflict with the requirements of public agencies having jurisdiction or prior approval, or inconsistent with earlier City direction or Designer's professional judgment. Designer any such conflicts and/or inconsistencies to the attention of City. The parties agree that Designer, and not the City, possesses the requisite expertise to determine the constructability of the Final Working Drawings and Specifications. However, the City reserves the right to conduct one or more constructability review processes with the Final Working Drawings and Specifications, and to hire an independent designer or other consultant to perform such reviews. Any such independent constructability review shall be at City's expense. Designer shall make all City- requested changes, additions, deletions, and corrections in the Final Working Drawings and Specifications which may result from any constructability review, at no additional cost to the City, so long as they are not in conflict with the requirements of public agencies having jurisdiction or prior approval, or inconsistent with earlier City direction or Designer's professional judgment. If such changes, additions, deletions or corrections are inconsistent with prior City direction, Designer shall make such alterations and be compensated therefore pursuant to the Additional Services provision of this Agreement.
Costs of Construction. It is understood by Designer that should the Final Working Drawings and Specifications be ordered by City, City shall specify the sum of money set aside to cover the total cost of construction of the work, exclusive of Designer's fees.
Should it become evident that the total construction cost will exceed the specified sum, Designer shall at once present a statement in writing to the City's Representative setting forth this fact and giving a full statement of the cost estimates on which the conclusion is based.
Exhibit A-4
Copies of Final Working | Drawings and Specifications and Other state, regional or local agencies concerned with the Project. Any additional copies required by City shall be provided at actual cost to City.
6. CONSTRUCTION CONTRACT DOCUMENTS.
During the construction contract documents phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
6.1 Bid and Contract Documents. If so required by City, Designer shall assist City n the completion of all bid and construction documents, including but not limited to, the Notic nviting Bids, Instructions to Bidders, Contract Bid Forms (including Alternate Bids as requeste by City), Contract, General Conditions, Supplementary General Conditions, Special Conditions, DVBE and other applicable affirmative action documents, Performance Bond, Payment Bond, Escrow Agreement for Security Deposits, and any other certifications and documents required by federal, state and local laws, rules and regulations which may be reasonably required in order to obtain bids responsive to the specifications and drawings. All such documents shall be subject to the approval of City and City's legal counsel.
6.2 Final Estimate. At the time of delivery of these bid and construction documents, shall include the Final Working Drawings and Specifications (collectively referred to herein as the "Construction Documents"), Designer shall provide City with its final estimate of probable construction cost ("Designer's Final Estimate"). As discussed herein, including in Section 7.3, it shall be the Designer's duty to design the Project within budget.
7. BID PHASE.
During the bid phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
Reproducible Construction Documents. Once City provides Designer with specific written approval of the Construction Documents and Designer's Final Estimate, Designer shall provide to City one set of reproducible Construction Documents.
7.2 Distribution of Contract Documents and Review of Bids. Designer shall assist City in distributing the Construction Documents to bidders and conducting the opening and review of bids for the Project.
Over Budget. If the apparent lowest responsive and responsible bid on the Project exceeds the Designer's Final Estimate by more than five percent (5%), City may request Designer to amend, at Designer's sole cost and expense, the Final Drawings and Specifications in order to rebid the Project and receive a lowest responsive and responsible bid equal to or less than the Designer's Final Estimate. All revisions necessary to bring the lowest responsible and responsive bid within the Designer's Final Estimate, including any omissions, deferrals or alternates, shall be made in consultation with, and subject to the approval of, the City.
Exhibit A-5
8. CONSTRUCTION PHASE.
During the construction phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
Observation. The Project Designer shall observe work executed from the Final Working Drawings and Specifications in person, provided that City may, in its discretion, consent to such observation by another competent representative of Designer.
8.2 General Administration. Designer shall provide general administration of the Construction Documents and the work performed by the contractors.
Pre-Construction Meeting. Designer shall conduct one or more pre- construction meetings, as the City determines is needed for the Project, with all interested parties.
8.4 Site Visits of Contractor's Work. Designer shall conduct site visits to observe each contractors' work for general conformance with the Construction Documents and with any approved construction schedules or milestones. Such site visits shall be conducted as often as are necessary and appropriate to the stage of construction, according to the City's sole discretion, but in no event less than weekly.
Site Visits of Inspector's Work. Designer shall conduct site visits to communicate and observe the activities of the City inspectors. Such site visits shall be conducted as often as is mutually acceptable to Designer and City. Designer shall direct the City inspectors and the Project contractors to coordinate the preparation of record drawings indicating dimensions and location of all "as-built" conditions, including but not limited to, underground utility lines.
8.6 Coordination of Designer's Consultants. Designer shall cause all architects, engineers and other consultants, as may be hired by Designer or City, to observe the work completed under their disciplines as required, and approve and review all test results for general conformance with the Construction Documents.
Reports. Designer shall make regular reports as may be required by applicable federal, state or local laws, rules or regulations, as well as the federal, state, regional or local agencies concerned with the Project.
Construction Meetings; Minutes. Designer shall attend all construction meetings and provide written reports/minutes to the City after each construction meeting in order to keep City informed of the progress of the work. Such meetings shall occur at frequency necessary for the progress of the Project work, according to the City's sole discretion, but no less than weekly.
Written Reports. Designer shall make written reports to City as necessary to inform City of problems arising during construction, changes contemplated as a result of each such problems, and progress of the Project work.
Written Records. Designer shall keep accurate written records of the progress and quality of the Project work and the time schedules, and shall advise the contractors and City of any deviations from the time schedule which could delay timely completion of the Project.
Exhibit A-6
8.11 Material and Test Reports. Designer shall check and process, in a timely manner, all required material and test reports for the Project work. In addition, Designer shall provide notice of any deficiencies in material or work reflected in such reports, as well as its recommendation for correction of such deficiencies, to the contractors and City.
8.12 Review and Response to Submissions. Designer shall review and respond, in a timely manner, to all schedules, submittals, shop drawings, samples, information requests, change requests, and other submissions of the contractor and subcontractors for compliance with, or alterations and additions to, the Construction Documents. Designer's review and response shall be done in such a manner so as to ensure the timely and uninterrupted progress of the Project work.
8.13 Rejection of Work. Designer shall promptly reject, as discussed with City, work or materials which do not conform to the Construction Documents. Designer shall immediately notify the City and contractors) of such rejections. Designer shall also have the authority to recommend to the City that additional inspection or testing of the work be performed, whether or not such work is fabricated, installed or completed.
8.14 Substitutions. Designer shall consult with City, in a timely manner, with regard to substitution of materials, equipment and laboratory reports thereof, prior to the City's final written approval of such substitutions. Designer's consultation shall be done in such a manner so as to ensure the timely and uninterrupted progress of the Project work.
8.15 Revised Documents and Drawings. Designer shall prepare, at no additional expense to City, all documents and/or drawings made necessary by errors and omissions in the originally approved Construction Documents.
8.16 Change Requests and Material Changes. Designer shall evaluate and advise City, in a timely manner and in writing, of any change requests and material changes) which may be requested or necessary in the Project plans and specifications. Designer shall provide the City with its opinion as to whether such change requests should be approved, denied or revised. If the City has not hired a construction manager or other person to do so, the Designer shall prepare and execute all change orders and submit them to the City for authorization. If the City has designated a construction manager or other person to prepare all change orders, the Designer shall review all change orders prepared by such person, execute them and deliver them to the City for authorization if they meet with the Designer's approval, or submit them to the City with recommendations for revision or denial if necessary. Designer shall not order contractors to make any changes affecting the contract price without approval by City of such a written change order, pursuant to the terms of the Construction Documents. Designer may order, on its own responsibility and pending City Council approval, changes necessary to meet construction emergencies, if written approval of City's Representative is first secured.
8.17 Applications for Payment. Designer shall examine, verify and approve contractor's applications for payment, and shall issue certificates for payment in amounts approved by the City's inspector.
8.18 Final Color and Product Selection. Designer shall coordinate final color and product selection with City's original design concept.
8.19. Substantial Completion. Designer shall determine the date of substantial completion, in consultation with the City.
Exhibit A-7
After determining that the Project is substantially complete, Designer shall participate in the inspection of the Project and shall review all remaining deficiencies and minor items needed to be corrected or completed on the Project, including those identified on the punch list prepared by the contractor ("Punch List Items"). Designer shall notify contractor in writing that all Punch List Items must be corrected prior to final acceptance of the Project and final payment. Designer shall also notify City of all Punch List Items.
8.21 Warranties. Designer shall review materials assembled by the contractor and subcontractors with regard to all written warranties, guarantees, owners' manuals, instruction books, diagrams, record "as built" drawings, and any other materials required from the contractors and subcontractors pursuant to the Construction Documents. Designer shall coordinate and provide these materials to the City.
8.22 Certificate of Completion. Designer shall participate in any further inspections of the Project necessary to issue Designer's Certificate of Completion and final certificate for payment.
8.23 Documents for Project Close-Out. Designer shall cause all other architects, engineers and other consultants, as may be hired by Designer, to file any and all required the City trot in governmental authories no sam to her a cute to engineers, or other consultants.
9. AS-BUILT DRAWINGS.
During the as-built drawings phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
9.1 As-Built Drawings and Specifications. Not later than thirty (30) days after substantial completion of the Project, before receipt of final payment, Designer shall review and forward the Final Working Drawings and Specifications, indicating on them all changes made by change orders or otherwise pursuant to the Construction Documents, as well as all information called for on the specifications, thus producing an "as-built" set of Final Working Drawings and Specifications ("As-Built Drawings and Specifications"). The As-Built Drawings and Specifications shall show, among other things, the location of all concealed pipe, buried conduit runs and other similar elements within the completed Project. Designer shall personally review and certify that the As-Built Drawings and Specifications are a correct representation of the information supplied to Designer by any inspectors and the contractor, and shall obtain certifications from any inspectors and the contractor that the drawings are correct.
Approval. Once City provides Designer with specific written approval of the As- Built Drawings and Specifications, Designer shall forward to City the complete set of original As- Built Drawings and Specifications or a complete set of reproducible duplicate As-Built Drawings and Specifications. The tracing shall be of such quality that clear and legible prints may be made without appreciable and objectionable loss of detail.
Documents for Final Payment. Prior to the receipt of Designer's final payment, Designer shall forward to City all of the following: (1) one clear and legible set of reproductions of the computations; (2) the original copy of the specifications; (3) the As-Built Drawings and Specifications as required herein; and (4) Designer's Certificate of Completion.
Exhibit A-8
10. WARRANTY PERIOD.
During the warranty period phase of the Project, Designer shall do all of the following, as well as any incidental services thereto:
10.1 Advice. Designer shall provide advice to City on apparent deficiencies in the Project during any applicable warranty periods for the Project.
Exhibit A-9
300 S. Harbor Boulevard | Suite 814 | Anaheim, CA. 92805 | W 12 Com
REQUEST FOR PROPOSAL
FOR THE MT. VERNON STORM DRAIN PROJECT
CIP NO. SD20-003
The City of
SAN
BERNARDING:
CITY OF SAN BERNARDINO
Public Works Department - Engineering Division
ATTN: Elva Arellanes, Engineering Assistant I|
201 North "E" Street, Znd Floor
San Bernardine, CA 92418
ONWARD
ENGINEERING
Clty of Son Bernordino March 184, 2021
Public Works Department-Engineering Division
ATTN: Elvo Arellanes, Engineering Assistant Il.
201 North "E" Street, 2nd Floor
San Bernardino, CA 92418
SUBJECT: REQUEST FOR PROPOSAL (RFP) TO MT. VERNON STORM DRAIN (CIP NO. SD20-003) Onword Engineering (OE) is pleased to submit our proposal to the City of San Bernardino to provide professional engineering design services on the Mt. Vernon Storm Drain Project (CIP No. SD20-003). OE's desire to be selected as the City's partner on this project is omplified by our preparedness and readiness, as we hove token o preemptive initiative and have conducted and outlined field observations, reviewed the RFP and supporting documentation, ond coordinated with our design team and subconsultant. By doing this, we were able to tailor both the proposal ond our scope of work to the specialized and unique needs the City has for this project.
OE is reody to collaborate and deliver on this project despite the special circumstonces we find ourselves in. Our team uses Microsoft Teams to colloborate on projects, both internolly and with our clients. This ollows us to setup live video conferences for status meetings, review plons digitally with the City, and provide clarifications and talk through any issues or concerns. When it comes to the project progress, we understond what the City expects from clients regording Earned Volue/Planned Value Reports, Invoices. and Update Reports. We also utilize Box Enterprise for project document control, allowing the City to have access to the project files in real-time and from any device.
Our team is the heart of our business. OE has recently almost doubled our design team, allowing us to continue to meet oggressive milestones put in place by Cities that are ready to get back to full-speed following the pandemic. Our innovative Project Engineers, led by Justin Smeets os the Project Manager and Majdi Atoyo as the QA/QC Manager, will apply their professional skills to prepare o complete PS&E pockage for the City of San Bernardino. The City can feel confident in our obilities as we have hornessed experience on similar projects, including projects in the City of San Bernardino.
As a former City Engineer, I understond whot the City expects. Our team Is able to think innovatively ond proactively to meet the City's short-term and long-term gools for this project. We understand the importance of having a firm on board that has a clear understonding of the project and scope. With Of, the City of San Bernardino will be our number one priority. I would like to thank the City of Son Bernordino for the opportunity to submit our proposal. If you hove any questions or would like any additional information, pleose feel free to contact me at any time, at: (714) 533-3050 or by email at: [email protected] hove read, understand, and agreed to all statements in the City's RFP. OE guarantees that all contents of this proposal is true and valid. We look forward to a successful relationship with the City of Son Bernardino and we thank you for the opportunity to serve you and your City.
Thank you,
Majdi Nara
Majdi Ataya, PE
President, Onward Engineering
SECTION 1: Scope of Services
1: SCOPE OE SERVICES
PROJECT UNDERSTANDING
The City of San Bernardino is seeking a qualified firm to provide engineering services for the Mt. Vernon Storm Drain Project. The project consists of constructing approximotely 2,700 linear feet (0.51 miles) of storm drain pipe olong Mt. Vernon Avenue between existing manholes at the 16th Street and Cajon Boulevard intersections. The Comprehensive Storm Drain Plan dota provided by the City recommends the installation of a 51-inch diameter storm droin pipe.
ND MT VERNON AVE.
HIGHLA
DLETT
ST
WESTERN AVE.
PROJECT MAIN OBJECTIVES
dentify all existing above ground and underground utilitles and verify pertinent rtility data (i.e. location, size, depth, type, etc.). Notify all utility owners of planned construction and modify relocate, or protect in place all utilities.
Review available as-built records, geotechnical reports, and topographic survey data, as well as other data avallable from third-party sources to assist in the preparation of the engineering design and construction plans.
verify utility appurtenance oceans dently desig dousen the sendin rest nfrastructure and lect high resolution aerial photographs of the street to enhance the accuracy of t se map features including site geometry and utility appurtenance location onduct ar topographic survey to document existing site features and elevatior › facitate the development of the base map and vertcal protile:
structural section and subgrade soll countens with enterest sed storator folgoment the pavement Conduct utility potholing to verify utility locations and depths and ensure there are no conflicts within the proposed storm drain alignment. farmeter pipe recommended in the Compreensive term Drain plan proudes sury rent capacity to handleY future storm events and identify any requirements for additional storm catch basins.
LA
Develop PS&E that Include demolition, storm drain anc
nanhole construction, street reconstruction, concrete Infrastructure repairs, ADA curb ramp and drivewa construction, utility appurtenance adjustments/relocation, and signing and striping replacement.
Ensure all designs adhere to the applicable state and federal standards, including ADA requirements.
300 S. Harbor Biva. : Vernon Storm Drain Proje
Sulte 814 IP No. SD20-0
Anahelm, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
SCOPE OF SERVICES
PROJECT UNDERSTANDING
The City of San Bernardino is seeking a qualified firm to provide engineering services for the Mt. Vernon Storm Droin Project. The project consists of constructing opproximately 2,700 linear feet (0.51 miles) of storm drain pipe along Mt. Vernon Avenue between existing monholes at the 16th Street and Cajon Boulevard intersections. The Comprehensive Storm Droin Plan data provided by the City recommends the installation of a 51-inch diameter storm drain pipe.
AVE. 1L5
MT VERNON AVE
HLAND
HIG
WESTERN AVE!
PROJECT MAIN OBJECTIVES
dentify all existing above ground and underground utlities and verify pertinent utility data (i.e. location, size, depth, type, etc.). Notify all utility owners of planned construction and modify, relocate, or protect in place all utilities.
HE CA
Review avallable as-built records, geotechnical reports, and topographic survey data, as well as other data available from third-party sources to assist in the preparation of the engineering design and construction plans.
Conduct a site evaluation to document the condition of existing infrastructure and verify utillty appurtenance locations. Identify design constraints based on site conditions ollect high resolution aerial photographs of the street to enhance the accuracy of th ase map features including site geometry and utility appurtenance location:
Conduct a topographic survey to document existing site features and elevation:
• facilitate the development of the base map and vertical profiles structural section and subgrade sol conomdons wit ete proposed storin rai alignmen. the pavement are no conflicts within the proposed storm drain alignment. a rose a state ei riy cations and ets and are tere dameter pipe recommended in the Comprehensive storm Drain Plan provides ry teen i paty o sanite future storm events and Identify any requirements for additional storm catch basins Ensure all designs adhere to the applicable state and federal standards, Including ADA requirements.
300 S. Harbor Blvd. Mc. Vernon Storm Drain Project
Sulte 814 (CIP No. SD20-003)
Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
SUPPLEMENTARY DATA COLLECTION
Bosed on the anticipoted scope of work, it is expected that the collection of additional data will be required to effectively deveiop the construction plons. The required investigotions would include:
A geotechnical i detailed topographic Utlity Potholing Aerial A follow- assessment of the survey to identify research and to verify photography up site street to verify existing document, and field locating underground to assist evaluation pavement compositions inventory all surface to identify utility in the to verify and subgrade conditions, utilities, site features, existing locations development the and to develop and vertical elevations underground where of the base accuracy of recommendations for the to accurately develop utilities. conflicts are sheets and the base optimal trench structural the engineering design anticipated. striping maps. composition. and PS&E. plans.
ENGINEERING DESIGN
OE understands that the completion of the design engineering in o timely manner is criticol and will work diligently to achieve this gool. As such, OE has taken the liberty of visiting the site to get a better understanding of the current conditions ond identify site-specific challenges.
This section highlights potential areas of concern observed during the site visit along with potential mitigative measures and design approaches. Included with the discussion on the design approach is a conceptuol plan identifying areas of concern found during the preliminary field ossessment.
A detailed field assessment, review of topographical survey doto, hydrology/hydroulle onalysis, consideration of the ovallable budget, ond discussions with the City would be required prior to determining the final design scope.
STORM DRAIN CONSTRUCTION
Based on preliminary field observations and a review
of available as-built plans, storm main pipelines do
not appear to be present between 16th Street ond
Cajon Boulevard. The existing storm manholes will
be accessed to verify the presence and olignments
of intersecting pipelines ond to measure invert
elevations. Measured elevations will be used in
Lieu of os-built information when it conflicts with
measured volues if as-built doto is not avallable.
Underground utility alignments and appurtenance
locations will be added to the bose maps using
available as-built and topogrophic survey data.
A conceptual olignment and vertical profile will
be developed based on these site constraints ond
olternotive options will be provided where worronted.
Potential conflicts with the proposed olignment
and existing underground utilities will be verified
vio potholing. The utility potholing scope of work
provided includes one pothole per intersecting
street to a depth of 15 feet below grade. Unit rotes
for shallow (5 feet depth) and deep boreholes (15 feet
depth) have also been provided for any additional
potholing required.
300 S. Harbor Bivd. Mt. Vernon Storm Drain Praject
Suite 814 (CIP No, 5D2D-003)
Anahelm. CA. 92805
SECTION 1: Scope of Services
The proposed design will consist of the following:
Using available data, conduct Replace the existing manhole at the hydrology/hydraulic analysis to verify Cajon Boulevard Intersection with a if a 51-inch diameter pipe is sufficient dual outlet manhole. to handle future storm events.
Adjust manhole rim elevations Identify requirements for new to match proposed reconstructed catch basins and establish lateral street grades. connections to the new storm main.
If a storm droin line is confirmed to be present between l6th Street ond Cajon Boulevard, by-passing requirements will then be outlined in the Specifications. Execution of the plans will require the Contractor to submit for approval a by-passing and dewatering plan prior to disturbing the existing storm water flows. This plan must illustrate and explain how the flows will be maintained and contained during construction. The storm water must be contained within a closed conduit at all times during construction. Included with this plan shall be a schedule identifying the order in which the system shall be redirected at eoch junction. An emergency clean-up plan will also be included.
It is onticipoted thot construction of the storm moins will consist of working between two manholes at o time. This would include plugging the manhole and using a Sump Pump to ensure minimal interruption of services. Once the work between two manholes Is complete, work would shift to the adjacent two manholes until the entire stretch is constructed.
STREET REHABILITATION
Based on preliminary field observations, the
street was noted to be in moderate to poor
condition with widespread block cracking and
isolated sections of alligator cracking. Based
on the trenching activities ond the with of
the street (approximately 62 feet wide), it is
anticipated that only a portion of the existing
pavement will be excovoted; therefore,
reconstruction of the street could be limited
to the width of the trench. Other methods such
as full reconstruction of the street or grind
and overlay of the street beyond the trench
limits will also be evaluated during the design
phose, and a final determinatlon will be made
following discussions with the City regarding
the construction budget.
In addition to traditional rehabilitation
methods, OE will ossess the potential benefits
of incorporating emerging technologies into
the design. One such technology that will
be considered is Fiber Reinforced Aspholt
Concrete (FRAC). Fiber additives can be
incorporated into full depth povement loyers, overlays, and slurry seols to improve the tensile strength of the pavement. Asphalt reinforcing fibers have been shown to extend the lifetime of the povement section by an apprecioble amount, thus reducing future maintenance costs.
The fibers con also be used to reduce the aspholt section thickness for up-front cost savings ond to accelerate the speed of construction.
300 S. Harbor Bivd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003)
• Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
The existing street sections will be evoluated by converting topogrophic survey data into a 3-dimensional surface in AutoCAD Civil 3D. The existing street crown heights and cross- slopes will be assessed ond adjusted os necessary to tie into the curb and gutter design. The proposed street surface, curb, and gutter will olso be created as o 3-dimensional surface.
The software allows for surface elevations and slopes to be reported at any given point and will dynomically updote the volues when changes ore mode to the design. The software also allows for the simulatlon of rainfoll to ensure surface run-off flows from the street crowns to the gutters as intended.
CONCRETE INFRASTRUCTURE IMPROVEMENTS
Bosed on preliminory observations, the sidewalk,
curb, and gutter varied in condition with isolated
areas of disploced or broken concrete and droinoge
issues. A detailed assessment will beconducted to
identify areas requiring repairs that will be included
In the construction plons. At a minimum, curb and
gutter should be reconstructed where drainage is
affected, and sidewalk should be reploced where
not in compliance with ADA requirements (l.e.
heoved sidewalk panels, minimum path widths).
Additional reconstruction to reploce sections
where minor cracking or breakoge hos occurred
could olso be undertaken to improve aesthetics
and prevent further degrodotion that could offect
ADA compllonce, drainage, or public safety in the
future.
Damage to pavement, curb, gutter, and
sidewalks due to the infiltration of tree
roots will also be documented. Tree
roots under affected infrastructure to
be reconstructed should be exposed
and assessed by o licensed arborist to
determine if the roots can be removed
without affecting the health of the tree.
If safe to do so, the roots con be trimmed,
and a barrier can be installed to prevent
the roots from re-infiltroting areas of
concern.
A concrete island is present on the north
end of the site where Mount Vernon
Avenue splits. The trenching activites ore
anticipoted to travel directly through the
Island where a traffic signal is present.
Is is assumed tor the purpose of the
proposol that the trench can be aligned
to protect the traffic signal in place. The
concrete island will be reconstructed
following the installation of the storm
moin and upgraded with ADA curb ramps
and sidewalk.
300 5. Harbor Bivd. ME. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003)
Anahelm, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
ADA CURB RAMPS & DRIVEWAYS
Based on the preliminory site ossessment,
up to 15 curb returns within the project
Limits hove curb ramps that do not appeor
to fully satisfy ADA requirements. A field
assessment and topographic survey will
be undertaken to assess compliance with
ADA requirements such as maximum
ollowable slopes and minimum travel path/
londing widths. The non-compliant romps
will be designed as 3-dimensional surfaces
in Civil 3D to check that the ADA slope and
dimension requirements are adhered to.
Individual curb ramp details will be prepared
for the construction plans and will include
horizontol geometrics and design elevations.
If a ramp connot be designed to achieve
complete ADA compliance due limiting
site foctors such as intersecting street
and sidewalk grades, the ramp will be
designed to be as compilant as possible,
and a Curb Romp Memo signed by a
Professional Engineer will be prepored.
Based on the preliminory site ossessment,
up to 45 driveways within the project limits
do not comply with ADA requirements. Due
to the narrowness of many of the drivewoys,
achieving ADA compliance would require
Temporary Construction Easements and
significant olterations to the privote parcels.
The cost to reconstruct these drivewoys
moy be outside of the availoble budget.
Additlonolly, several driveways ore adjocent
to vacont lots. Rather than reploce these
driveways with ADA compliant drivewoys, it
is recommended that they be replaced with
sidewalk as a cost soving measure.
The scope of work for drivewoy reconstruction
will be discussed with the City and consideration
will be given to budget constraints. Generally.
driveways requiring reconstruction will be
denoted on the plan and profile sheets with
reference to an ADA complant standard
detail. Detoiled designs for specific driveway
locations will be prepared where warranted.
300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD2D-003)
Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
CONSTRUCTION PLAN & SPECIFICATIONS DEVELOPMENT
All desions, construction plans, and specifications
DESIGN STANDARDS
will adhere to the lotest editions of the following
documents, whichever tokes precedence. City , •ADA Standards for Accessible Design Concrete Improvements
of San Bernardino boilerplote templates will
•Caltrans Manual of Uniform Traffic Control Devices
be used when availoble. Signing & Striping
•Sirag Staplard Plans
All plons will be developed using current
has extensive experience with the softwore Aus CAn Civil a perteore or design tear So an ontario Sedator in Concrete and can use it to its full potential. The Civil Improvements 3D environment dynamicolly links objects *sem ran control re antone conce allowing us to immediately see the effects
Improvements
to material quantitles and costs as design DESIGN SPECHCAL ON changes are implemented. The software
• Standard Specifications for Publle Works Constructio
also provides us with tools to simulate the Storm Drain Construction, Street Reconstruction & Concret drainage surface run-off, instantly calculate Improvements grodes at any given point on the surface of
the design and visuolize the designs in 3-dimensions as they would appear when constructed.
The combination of these tools ossists in efficiently and accurately developing the optimal design for eoch project.
RAMP SAMPLE ISO
MIGROS PS
RAMP SAMPLE 3D
* 300 S. Harbor Bilvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003)
• Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: 5cope of Servites
EXHIBIT 1 CONCEPT PLAN
CONSTRUCTION NOTES
CONNECT NEW STORM DRAIN LINE TO EXISTING MANHOLE. CHASER STORMALE TO ALLOW CONNECTION OF FUTURE
COMES AN A STORE MAN EL ESTABLISH CONNECTIONS
BEWARE ISLAND AND ENHANCE WITH ADA CURB RAMPS AND COMRADE ONTO BE BASED ON
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE
FHAOUGHOUT PROJECT LITIALK, CURE, AND GUTTER COROLORALET. DAMETER TO BE BASED ON
ONWARD CITY OF SAN BERNARDINO
PARCELS).
® RENACE ARE DANT SIDEWALK, CURS, AND GUTTER (ALL ENGINEERING MT VERNON AVINCEP SAL PLARAIN PROJECT Tl design amorter, buld better
Anaheim, CA. 92905
SECTION 1: Scope of Services
SCOPE OF WORK
Our corporate culture thrives on innovation, and we are dedicated to keeping up with industry standards and new technologies. OE provides ingenuity in its engineering solutions. As o company, we feel It is important to base our goals and objectives on a solld foundation of good corporate ethics. The following is our typicol scope of work for design engineering services integrated with the site-specific tasks outlined in the Son Bernardino Request for Proposal, to which no exceptions ore taken.
PHASE #1: SITE RESEARCH
1 KICK-OFF MEETING
Meeting Minutes & Agenda (digital copy) • Project Schedule (digital copy-to be updated as necessary) OE will set up a design kick-off meeting with City staff to discuss the scope of work, objectives, design criteria, technical requirements, and project schedule. It is important that the scope of work and schedule be reviewed ond finolized by the City ot this meeting. Additional meetings will be scheduled in conjunction with the PS&E submittols. 2 RESEARCH & REVIEW AVAILABLE DATA
Existing Records Matrix • Copies Of Existing Records (roadway / right-of-way / utilty) (digital copies) The OE team will compile and review all records and documents from the City. Existing documentation research that will be reviewed includes the County, City, utility, and other pertinent records and documents, existing hydrology dato, street, signol, storm drain, gas, sewer, and water main improvement plans, topographic data maps, record drowings, utility plons, survey centerline and private property monument data, and other important information.
All records will be compiled and returned to the City upon project completion. OE will conduct existing records reseorch and coordination with utilities in the area and all design work will be coordinated with the affected utilities.
CUTILITY RESEARCH & NOTIFICATION
Utlity Contact Matrix (digital copy) • 1, 2it, & Final Utility Notices, Utility Notification Log, Correspondence to Each Utility Owner (digital copies)
OE will conduct a detailed locol utility investigotion to confirm the most recent contocts for all affected utilities and cross-reference the findings with any information provided by the City.
Each compony will be initially contacted via letter to inform them of the upcoming project and request information pertaining to their utilities such os verification of the sizes, depths, and locotions of their underground lines, facilities, and substructures within the project vicinity.
Once the requested information is received from the utility owners, OE will cross-check the plotted locations with field review information to ensure the existing utility lines ore shown in their proper locations. The compiled information will be integrated into the 60% construction plons and provided to all affected utility owners with the second utility notification letter. OE will check thot the final design is compotible with all utilitles to be installed, relocated, adjusted, or otherwise modified within the project area and a final utility notification letter containing the final construction plans will be issued.
ISITE EVALUATIONE
Site Evaluation Notes & Photos (digital coples) • Pavement Marking & Street Inventary (digital copy) OE will schedule a site inspection and evaluation. OE will verify records drawings and data, evaluate existing site conditions, measure storm ond sewer monhole inverts, identify proposed improvements and requirements for private property improvements, and inventory roodway signage and existing pavement markings. The site features, utillty appurtenance locations, and street striping will be further documented by taking serial photographs using a drone.
Street level photographs will also be taken of key project oreos. 300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814. (CIP No. SD20-003)
Anaheim, CA 92805 The City of San Bernardino
SECTION 1: Scope of Services
5 GEOTECHNICAL INVESTIGATION
Geotechnical Investigation Report (digital copy & 3 hard copies) A povement and subsurface evaluation will be conducted by NoorzayGeo based on the primory tasks outlined in the RFP. The geotechnicol assessment will be conducted at five locations within the project limits to a depth of 15 feet below grade.
The general scope of work is as follows.
• MARK BOREHOLE LOCATIONS.
* OBTAIN A NO-FEE ENCROACHMENT PERMIT FROM CITY.
• CALL USA TO MARK UTILITIES.
• PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD. • DRILL 5 EXPLORATORY BOREHOLES IN THE PAVEMENT WITHIN THE CITY RIGHT-OF-WAY TO A MAXIMUM 15 FT. DEPTH. • CONDUCT LABORATORY TESTING TO INCLUDE, BUT NOT LIMITED TO, IN-SITU DRY DENSITY, MOISTURE CONTENT, OPTIMUM MOISTURE-MAXIMUM DRY DENSITY, DIRECT SHEAR, NO. 200 WASH SIEVE ANALYSIS, AND R-VALUE. • PREPARE A GEOTECHNICAL INVESTIGATION REPORT WITH A SUMMARY OF PAVEMENT AND SOIL CONDITIONS, AS WELL AS DESIGN RECOMMENDATIONS FOR PAVEMENT DESIGN, TRENCHING, AND SHORING.
TOPOGRAPHIC SURVEY
Topographic Survey Basemap & CAD Survey Files (digital copies) CL Surveying and Mapping will provide all surveying services required. The following is o summary of the scope items that may be required to complete the project.
TASK #1 SITE CONTROL
Establish a site-wide network of horizontal/vertical control to serve os the basis for any subsequent boundary, topographic, or construction staking surveys that may be required throughout the course of the project. CL Surveying ond Mopping will reference an assumed horizontal and ovailable local agency vertical dotum, unless specifically requested otherwise.
TASK #2 CENTERLINE / RIGHT-OF-WAY ESTABLISHMENT / MAPPING Conductthe fleld measurements necessary to re-trace the centerlines and rights-of-woys within the project limits. This effort does not constitute a full and complete boundary survey of the adjacent land porcels. Survey monuments located and indicated on the survey shall be limited to existing, centerline monuments found to be present along the street and all associated ties os indicated.
TASK #3 TOPOGRAPHY & STREET CROSS SECTIONS
Perform a field topographic survey to document existing site topography and planimetrics within the project limits. Substantial visible improvements will be locoted within the street right-of-way including utilities, monholes, volve covers, utility voults ond covers, sign pasts, signs, trees, utility poles, traffic signal poles, cross gutters, local depressions, catch basins, drivewoy openings, sidewalks, corner access romps, fire hydrants, parkway drains, etc. Visible indicotions of surface utilities lying within the project limits will be locoted, as will accurate lid/rim elevations for drainage structures present. Storm drain manholes and sewer monholes will be dipped to get occurate invert elevations.
Street cross sections will be taken at 25-foot intervals. The standard cross-sectional dato will consist of Right-of-Woy, Bock of Walk, Top of Curb, Flow Line, Gutter Lip, and Crown for both sides of the street.
300 S. Harbor Bivd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003) 11
• Anahelm, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
PHASE #2: PRELIMINARY DESIGN
7 BASE SHEETS
Street, Right-of-Way, & Utility Base Maps (digital copies) The base sheets will be prepared through the compilation of the research records, topographic survey, aerial photographs, site visit findings, and underground utility line records obtained from as-built plans provided by utility companies. All plans will be developed using the lotest AutoCAD Civil 3D software ot 1" = 20' scale and will be drafted using conventional line style and text annotation will be stored as a separote loyer. 30% PLANS & ESTIMATE
30% Plans & Estimate (digital copies & 3 hard copies)
Once the site evaluation, topographic survey, geotechnical investigotion, utility research, and base maps for the project are hove been completed, OE will immediately begin assessing viable design alternatives for the sidewalk construction. Our teom will ossess construction costs, utility locations, impacts to residents and businesses, right-of-way acqulsition requirements, and encroachment permit requirements associated with each design option and develop on occurate cost-benefit analysis. Design alternatives will be developed along with estimated costs and submitted to the City for consideration. Following discussions with the City, OE will proceed with preporing the 30% plans and estimate and will incorporate any comments the City provides.
PHASE #3: FINAL DESIGN
HYDROLOGIC/HYDRAULIC STUDY
Hydrologic/Hydraulic Study (digital copies & 3 hard copies) A Hydrologic/Hydraulic Study will be conducted which includes colculations for the 100, 50,25, and 10 year storm events. The study will utilize the dato parometers provided in the Comprehensive Storm Droin Plan (Project No. 7-D13). The study will also include mops showing the storm drain olignment and storm water conditions before and after construction. The existing and proposed Energy and Hydraulic Grade Lines indicating Q100 and V100 shall be shown on the storm drain improvement plans and the Q50 and V50, Q25 and V25, and Q10 and V10 shall be shawn on the profiles.
10 UTILITY POTHOLING
Potholing Summary (digital copy)
Utility potholing will be conducted at each street intersecting the proposed storm drain alignment (/ total) by C-Below. Potholes will be conducted at a depth of 15 feet below grade.
Unit rotes for shallow (S feet depth) and deep boreholes (15 feet depth) have olso been provided for any additionol potholing required. If it is determined upon completing the design for the project that the utllity reseorch dato gathered is not sufficient to accurately determine the locotions of the existing utilities or there is a concern that conflicts may exist that require field verificotlon, the recommendation will be made for additional utility potholing to be conducted prior to construction. A per pothole cost has been included in the fee schedule if they are deemed necessary.
• 300 S. Harbor Bivd. Mt. Vernon Storm Drain Project
Suite 814 12
Anshaim ra 070n5 the mie (CIP No. 5020-003)
SECTION 1: Scope of Services
60% & 90% PS&E
11/12 60% PS&E & 90% PS&E Packages (digital & 3 hard copies) « CD of all Submittal Review Comments/ Responses & Red-Lined Plans (each submittal)
PROJECT MANAGEMENT
OE will maintain continuous communication with the City Project Manoger to provide status updates, schedule progress meetings, and discuss design approaches and complications.
Progress meetings and schedule updates will be conducted monthly at o minimum.
PLANS
Once the City hos completed its review of the 30% plans and estimate, OE will continue to develop the plans to make submissions at 60% and 90% completion. Our design team will begin to populate the plon set with the necessary plon information and coordinate with odjocent agencies or utilities and submit the plans for their review or approvol. Feedbock from impacted stokeholders will be discussed with the City and incorported into the plans. The plans will be drafted using the City's standard title block, notes, and formatting, os well as conventional line styles.
horizontal
All plans will be developed using the latest STREET PLANS 1" = 20" AutoCAD Civil 3D software at the following STORM DRAIN PLANS & PROFILES 1" = 20' 1" = 2' scales unless instructed otherwise by the City SIGNING & STRIPING PLANS 1" = 20" of San Bernardino: STREET CROSS SECTIONS
1"= 10' 1" = 1'
RAMP DETAILS 1" = 5
The construction plans are anticipated to DRIVEWAY DETAILS 1"= 5' include the following elements at o minimum: CONSTRUCTION DETAILS varies varies Title Street Cross ..urb Ramp Driveway Miscellaneous Storm Drain Sheet Sections Details Details Detalls Plans & Profiles Demolltion Plans Street Plans
(where interim storm drain (Including sidewolk & Signing & lines exist) other concrete infrastructure improvements) Striping Plans Designs will adhere to the lotest editions of the governing standords for each desi; whict inay incuce thefo cing:
Americans with Caltrans Caltrans City of San Bernardino Standard Plans Disabilitles Act California Manual on Local Assistance Standard Drawings for Public Works Standards Accessible Uniform Traffic Procedures Construction Design Control Devices Manual
COST ESTIMATES
The cost estimote development will be a continuous proçess which begins ot project inception and ends with design completion. Our office constantly updates the unit price records from recent local projects to provide the most accurate project estimated costs, OE will provide on updated cost estimate at each submittal. With the use of our modern Civil 3D software, we con track the quantities ond costs while preparing the plan set. This allows us to monitor the costs as the design evolves. The cost estimate for the construction shall be based on the quantity take-offs for the project. OE will coordinate and conduct value engineering study/analysis for any proposed improvements.
300 5. Harbor Blvd. Mt. Vernon Storm Drain Projec
Suite 814 [CIP No. SD20-003 1 3
Anahelm, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
SPECIFICATIONS
OE will draft the specifications pockage utilizing any boilerplate templotes the City has available and will be prepared in occordance with the Standard Specifications for Public Works Construction (Greenbook). Clarity of bid items, site control, ond poyment method for each item of work are cruciol in the preparotion of the project specifications. We will ensure that each pay item is clearly referenced and described in each applicable section of work.
The specifications will have all necessary contocts for utilities or residents that have special concerns and will delineate oll Items needing relocation on the Contractor's port. If specific details or photographs are required in the specifications, they will be included as well. Close attention will be paid to the delineation of each bid item to ensure that the specifled project scope covers the City's full intent.
SUBMITTALS
Priorto submitting hard copies to the City and to other affected ogencies and utility componies, OE will submit electronic copies (in AutoCAD and pof formats) to the City for review and feedback. OE will coordinate a Plan Check Meeting with the City for each submittal following the distribution of electronic copies. OE will also prepare a summary of the submittol review comments and scanned red-lined plans in electronic formot on a CD. 100% PS&E
13 (4 hard coples-24" x 36" bond paper and 1 hard copy-24" x 36" double matte 4mm Mylar sheets - signed and stamped) - Master Set of Specifications (hard copy - bound) - Final Construction Cost Estir late (hard copy) - Complete P5&E Package (digital copy - CD) - AutoCAD and PDF design files (digital copy - CD)
Once the City has completed the second review of the PS&E, OE will incorporate the plan check comments into the 100% PS&E Submittal. OE will expeditiously work towards the completion and submittal of the 100% PS&E. It is not anticipated thot any major chonges will be required for the Final Submittol and It will be our goal to have a quick turnaround so that the City can actively pursue getting this project out to bid. At this phose, plans will meet the 5 C's, consistent, clear, correct, constructible, and complete.
BID ASSISTANCE & CONSTRUCTION SUPPORT
14 BID ASSISTANCE & CONSTRUCTION SUPPORT
As-Built Drawings (hard copy - 24" x 36" double matte 4mm Mylor sheets-signed & stamped) - Autocad and PDF design (digital copies - USB flash drive)
OE will provide the following ongoing support services during the bid and construction phases:
Attend Pre-Bid Construction Meeting
d to Design Questions Prepare and Issue a
Respond to Requents for infarm ation
unle Drawings Per City/Cont
Revisions to the PS&E package or providing additional administrative support con be done at the City's request on a time and materials bosis using the hourly rates in our fee proposol.
Additionally, OE con provide full-service construction monogement and Inspection services upon City request.
300 5. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003)
Anaheim, CA 92805 The City of San Bernardino
SECTION 1: Scope of Services
1 OPTIONAL SERVICES
ADDITIONAL UTILITY POTHOLING
Potholing Summary (digital copy)
If it is determined upon completing the design for the project that the utility research data gathered is not sufficient to occurotely determine the locotions of the utilities or there is o concern that conflicts moy exist that require field verification, the recommendation will be mode for utility potholing to be conducted prior to construction. Per pothole costs for shollow potholes (5 foot depth) and deep potholes (15 foot depth) have been included in the fee schedule if they are deemed necessary.
6 LEGAL DESCRIPTIONS & PLATS
Legal Descriptions & Plats (digital & hard coples)
Legal Descriptions ond Plots may be required for any Temporary Construction Easements necessaryfor improvements on private porcels. CL Surveying and Mapping will prepare separate legal descriptions and plats for each Temporary Construction Easement that is required. The documents will be prepared and stamped by a Professional Land Surveyor and provided to the City for attachment to grant documentation provided by others. 300S. Harbor Bird. Mt. Vernon Storm Drain Projec
Suite 814 (CIP No. SD20-003
Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
QA/QC APPROACH
QUALITY ASSURANCE
Achieving design quality is the foundation for keeping costs under control during construction.
Nothing is more importont than design quality. It must be stressed during all stages of project delivery, including concept development, preliminary design, detoiled design, and bid and award.
Effective Construction Monogement (CM) begins during design becouse the costs of CM, including change orders and claims, are largely determined by design quality. Emphasizing design quality and design clarity is the surest way to minimize the amount of change orders and construction costs.
There is no better or more effective woy to control total project costs and return on investment thon producing well-documented, well designed plans and specifications (PS&E). Quality assurance is a prooctive measure taken to ensure the systems ond procedures ore in conformance with the City's requirements and expectations. Plons and specificotions must be of high quality, which means they must be clear and understandoble, complete, occurate, consistent, and constructible.
THREE-TIER REVIEW
Allows for error mitigotion on three seperote levels of detoil:
Drafting & Calculations Design Intent Compliance Document Completion Document Formatting Project Intent Compliance Ensure "Biddable" Plans
QUALITY CONTROL
Plan checks ore improtant so that the plans meet the 5 C's: consistent, clear, correct, constructible, ond complete. Our Project Engineers and Project Managers recognize that quality is the result of severol processes. It requires mony individuals performing many appropriote activities at the right time during the plan development process. Quallty Control does not solely consist of a review after a product is complete. It is an approach and a realization that quality is something that occurs throughout the design process. Quolity Control means performing all activities in conformance with valid requirements, no matter how lorge or small their overall contribution would be to the design process. Good CAD techniques, attention to detail, and checking that the plons are correct and useful to the contractor are also essential to quality.
OE's design teom follows the Firm's estoblished design policies, procedures, stondards and guidelines in the preparation and review of all design products for compllance and good engineering practice, as directed by the Project Quality Contral Plan.
SUBMITTED DOCUMENTS
Three Levels of Review Prior to Eoch Submittal:
EVIE
300S, Harbor Bivd. it. Vernon Storm Drain Proje
Suite 814 CIP No. SD20-00:
Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
PROJECT CONTROLS
OE utilizes a set of technology-based project controls to manage the costs, schedules, ond documents, thereby advancing project progress. These tools deliver 24/7 access of the project files to City team members in reol-time, such as project related updates and reports, and allows our team to keep the project on track. in oddition, these tools provide a dynamic repository of dato, used to seamlessly store, access, shore and disseminate project details. This provides greater transparency, collaboration, clarity, communication and cost-cutting measures.
COST CONTROL
One of our core corporate philosophies is honesty and transparency, and costs ond budgeting is no exception. We use Advanced Financial Software to prepare invoices and reports, which allows the City to request billing statements at any time in the billing cycle. We con also send a real-time report of hours and expenses, letting the City eoslly compare proposed resources to resources used
DOCUMENT CONTROL
OE operotes on a HIPAA Certified, enterprise grade, cloud filing system that will be used on oll documents and folders to ensure proper documentation and transporency. We map all of the City's standards, folder structure, templates ond document formats and store it on our cloud-based Can ENTERPRISE occount for implementation. This cloud-based account allows for secure, remote access and review of our entire flling system by City stoff from anywhere and on any device, to ensure that documentotion and filing is done in complionce with the project requirements, as well as provide occess to select files (like photos) to other colloborotors. Each City staff member ottached to the project will be oble to select o password which provides access to view, uplood, or downlood any of the project files (le. DCRs, correspondence, submittals, CCOs, progress payments, Lab ond Field Test Reports, Materiols Delivery Tickets ond Complionce Certificotion, Progress Reports, Progress Photos, Meeting Minutes, etc.) without hoving to chonge the City's existing IT framework. This system is olso compliant with Caltrons' LAPM filing requirements.
SCHEDULING
The OE team values time, for both our clients ond our team members. To keep projects efficient, on track, and to maintoin transparency, we utilize scheduling tools that include Microsoft Project and Microsoft Primavera, with course porticipation by our in-house staff. Every time we submit a proposal, we prepare a Critical Path Method (CPM) schedule which corresponds to our Resource Allocation Chart and Fee Proposal, CPM scheduling allows OE to digitally input, analyze, modify, and shore project scheduling, and to consider resources, tosks, relationships and durotions, which moximizes efficiency. When awarded a contract, our team updotes the schedule with the Notice to Proceed date. This is then imported into our proprietary "Onward Collob" solution, with full access provided to the City. From there, OE con seamlessly document and assign tasks and subtosks. This results in project details and progress being avallable in real-time for the City and our QA/QC team to track.
Project Managers are also able to assess the worklood of every team member, so that immedlate adjustments can be made to the project. For example, if additional resources are needed to meet a milestone, the City would have immediate access to all change detoils. This system also allows for back and forth dialogue regarding a specific task or subtosk. The full conversation addressing that item is centralized ond can be revlewed at any point.
Another view thot con be utilized is the Board View. This shows buckets of tasks, with each bucket representing a team member. Moving tasks by a drog and drop, this gives the City clority os to who is doing what and how much work is on their plote.
300S. Harbor Biva. Mt. Veron Storm Drain Project
Suite 814 (CIP No, SD20-003) 17
Anaheim, CA. 92805 The City of San Bernardino
SECTION 1: Scope of Services
PUBLIC OUTREACH
TELEPHONE HOTLINE
OE establishes project hotlines to provide businesses, residents, and City staff 24/7 access to project personnel. The City will be provided with a hotline for this project that con function as the contoct number for the duration of the project life cycle. All calls are tracked, so a call log can easily be generated and saved, with caller information, time of call, and voice-mail.
INFORMATIVE WEBPAGE
OE offers informative web pages, hosted on o separate sub-domoin linked directly to the City's website. This allows OE to directly produce and updote all public notices (PDFs), project information and updates, and dynamic maps without requiring City time and resources through the process. The website will also include enhanced public notices which we will prepare for the Contractor on behalf of the City. These notices are a great way for residents to be made aware of the project, to actually read the notices, and to follow any driving or parking restrictions.
INTERACTIVE WEB MAPS
OE has the tools and skills to build interactive and dynamic maps to keep the public informed. Any affected stakeholders con occess our maps online for updates on detours, phasing, temporary parking, street closures, ond general project limit information. OE would monage and update the site ond content in real-time in accordance with City requirements. This in-turn provides the City with convenient, eosy-to-access content for oversite and to disseminate valuable Information. contraction fram 1 am to 5pm. Cick e
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300 S, Harbor Bivd. Mt. Vernon Storm Drain Project
Suite B14 (CIP No. SD20-003) 18
Anaheim. CA. 92805 Tha Fits a Can Damnadia-
SECTION 2: Professional, Technical and Support Staff
SUPPORT STAFE
STAFF ORGANIZATIONAL CHART
39 Years
MAJDI ATAYA, PE of Experience
QA/OC MANAGER *40 available 1 Year
JUSTIN SMEETS, PE, PLS, QSD
1 Experienc
Bs: Civil Engineering • SULB, 1981
MPA: Full Coursework - CSULB, 1993 PROJECT MANAGER 65%avallable : Licensed Professional Engineer #39392 BS: Civil Engineering - CSUF, 2007 • former Deputy Director of Public Works PE: Licensed Professional Engineer #78314 & City Engineer - City of La Habra PLS: Professional Land Surveyor #9293 SD: Qualified Stormwater Pollution Prevention
Plan Developer #00852
6 Years 7 Years
RYAN DENNIS, PE f Expertence ALEXANDER LIU, EIT, ENV SP of Experlence 65 avalable 60*available
Civil Engineering - 2005 BS: Civil Engineering - CalPoly Pomona, 2014 MINOR: Environmental Engineering - 2005 AS: Mathematics - Mt. San Antonio College PE: Licensed Professional Engineer, (Canada) EIT: Engineer-in-Training 163008 :AutoCAD & Civil3D Certified • Trilingual (fluent) - English, Mandarin, & Cantonese
3 Years
DAYTON LOWE of Experience KIMILEE MURILLO, EIT 3 Years
of Experience
ENGINE 40 available
PRO KE 60 available
OCTA: Certified In Pavement Assessment,
BS: Civil Engineering-CalPoly Pomona, 2018
Rehabllitation & Recommendation EIT: Engineer-in-Tralning #164995 : AutoCAD & Civil3D Certified
• Technology, Management, Construction SOFTWARE: AutoCAD, MicroStation, & InRoads & Civil Engineering -Broward College
AMY FLORES year
of Experience
RILEY MOORE 3 Years
of Experience PROSEST FARHEER 90%avallable
PRO ECT ENGINE 90 avasable : Civil Engineering-CalPoly Pomona (fall 2020) Civil Engineering - CalPoly Pomona, 2020 MESA: Math, Engineering, Science Achlevement AS: Architectural Design - OCC, 2020 SOFTWARE: AutoCAD, ArcGis, AutoDesk, & MetLab SOFTWARE: AutoCAD, Clvil 3D, MicroStation, •Bilingual (fuent) - English & Spanish Revit, BlueBeam, & HDL
SUBCONSULTANTS
CL SURVEY & MAPPING NOORZAY SLOW SURFA
NearzeyGea GEOTECNICAL SERVICES. INCORPORATED
Topographic Survey & Mapping Geatechnical investigation, Soll/Materials Testing Potholing LAM LE, PLS| (909) 484-4200 MAIHAN NOORZAY: |(951) 264-9023 RICHARD KOURY, PE (310) 713.7711 1269 Pomona Road, MS, PE, GE [email protected] 14280 Euclid Ave.
Sulte 108 Principal Engineer 16817 Ralny Vale Avenue, Chino, CA 91710 Corona, CA 91710 Riverside, CA 92503 [email protected]
300 5. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003)
Anahelm. CA. 92805 The Citu of Can Rapnamlion
SECTION 2: Professional, Technical and Support Staff
MAJDI ATAYA, PE
QA/QC MANAGER
BACKGROUND
Majdi is the Principol-In-Charge of Ownard Engineering. Majdi Ataya, Professionol Engineer and Former Deputy Director ond City Engineer for the City of Lo Hobra's Public Works Department, QUALIFCATIONS is a seasoned engineer with over 39 years of solid and diversified experience in the public works sector. He is extremely familiar with the process of project management and design. He is o 39 highly effective communicator ond manager with an outstanding assimilation ability. Majdi is able to adopt and relate to all levels Years Of Experience of monogement, and retain high energy levels and enthusiasm for the project at hand. Mojdi understands the importance of excellent communication with public agencies and will be o dependable extension of your stoff.
BS: CIVIL ENGINEERING
California State University, Long Beach, 1981 EXPERIENCE MPA: FULL COURSEWORK
California State University, Long Beach, 1993 OSO CREEK STORM DRAIN INSTALLATION PROJECT The City of MISSION VIEJO
Mojdi served os the QA/QC Manager on this storm drain construction project in the City of Mission Viejo. The project spanned Oso PE #39392 Parkwoy, from Country Club Drive heading downstream, just past Registered Civil Engineer Montonoso at Oso Creek. The scope of work included sow-cutting former an 8-foot wide by 10-feet deep trench, shoring the trench with DEPUTY DIRECTOR/CITY ENGINEER plywood and hydraulic jacks, installing two 18-inch storm drains and TRAFFIC COMMISSION CHAIRMAN running 190 feet and connecting to a single 30-inch storm drain City of La Habra downstreom, and installing o connecting voult with manhole farmer occess. Furthermore, the project entoiled installing 200 feet of PRESIDENT & HONOREE HDPE, a woter quality byposs system, installing o 12-inch storm Engineer's Association of Orange County drain upstream that diverts low flow water into the water quality farmer byposs system. This causes the water to be purified by the bypass
PRESIDENT
Engineer's Flood Control Advisory Committee system before it is releosed through the 12-inch storm droin former connected to the 30-inch storm droin downstream. As o result, TAC CHAIRMAN pollutants ore eliminated before the woter enters Oso Creek. The Orange County Transportation Authority project required conducting nighttime inspections and heovy traffic control, and coordinating with adjocent property owners.
FIELDS OF EXPERTISE
DRAINAGE DIVERTERS PROJECT
The City of DIAMOND BAR
Majdi was the QA/QC Manoger on the Drainage Diverters Project ROADWAY WATER for the City of Diomond Bor. The scope of work included the review of the City's existing roadway pians with drainage diverters, and investigating and researching ot the Los Angeles County Deportment of Public Works if ony other roadway plons existed DRAINAGE ADA RAMP for the remaining drainage diverters. Furthermore, the scope included performing a city wide field review of all droinoge diverters to confirm modifications from the City's existing photo diverter data base, and preporing on engineering report evaluoting the
SEWER WATER MAIN
* 300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
(ia. Suite 814 (CIP No. SD20-003) 20
SECTION 2: Professional, Technical and Support Staff
JUSTIN SMEETS, PE, PLS, QSD
PROJECT MANAGER
BACKGROUND
Justin wields 17 years of experience involving civil engineering design, municipal engineering and facilities design, construction management and construction administration. Using AutoCAD Civil QUALIFICATIONS 3D, Justin hondles the management and development of engineering plans and specifications and mapping. Justin additionally handles lond development and groding design projects, conducted 17 earthwork colculations, and incorporates typical designs. He is proficient in federally funded projects as well, and familiar with Years Of Experience the Coltrans Local Assistonce Procedures Monual (LAPM). Justin has successfully token multiple projects from the initial federal funding application, to the Preliminory Environmental Study, to E-76 approval, and all the way through construction of audited federally funded construction projects. He has experiencé managing BS CIVIL ENGINEERING construction projects and handles planning and running kickoff CSUF, 2007 meetings with the contractor, reviewing project submittals, RFls, CCOs, and checking contractor invoices against fleld quantities.
Justin ensures to coordinate the daily construction details with the PE #78314
Registered Civil Engineer skills in modern design software, and his knowledge of industry PLS #9293
Professional Land Surveyor desion standards, has established him as one of the top staff at OE.
QSD/QSP #00852
Qualified SWPPP Developer EXPERIENCE
OCTA PAVEMENT REHABILITATION
(prior) Certification SPRING ST. AT BELLFLOWER / LAKEWOOD BLVD.
FIELDS OF EXPERTISE INTERSECTION IMPROVEMENT
The City of LONG BEACH
Justin was the Project Monoger for the City of Long Beach for two intersection widening projects along Spring Street. The first project is olong Spring Street at Bellflower Boulevard and the ROADWAY WATER other is along Spring Street ot Lokewood Boulevard. The gool of the project wos to implement congestion manogement and EB: reduction strategies ot these intersections to improve copacity and movement for future volumes. The project included design work for raised medians, traffic signal modifications, turn pocket DRAINAGE ADA RAMP extensions, utility relocotion ond utility odjustments. The existing conditions at the intersection of Spring Street and Bellflower Boulevard included a single left turn lone in eoch direction, three through lones in each direction, and dedicoted right turn pockets for oll intersection legs except for the west leg. The intent at this
WATER MAIN
SEWER intersection was to extend the left turn pockets for the north, east and south legs. The project also extended the southbound right turn pocket. The existing conditions at the intersection of Spring Street ond Lokewood Boulevard include Dual left turn pockets In oll directions, three through lanes in all directions and dual
WIDENING BIKE LANE
300 S. Harbor Bivd. Mt. Vernon Storm Drain Project
Sulte 814 (CIP No. SD20-003) 22
Anahelm, CA, 92805 The City of San Bernardino
SECTION 2: Professional, Technical and Support Staff
record documents, and conducting a field review and risk management analysis for the droinoge diverters.
The purpose of the report was to determine which of the drainoge diverters were documented and which were undocumented. For the documented drainage diverters we needed to determine if they were safe from being a tripping hazard, and to olso determine if there has been any change in the condition of the parkway since they were constructed, For the undocumented drainoge diverters we needed to determine and make sure that they were constructed to meet current standards, and whether they were warranted to remain. It wos established that the documented droinage diverters that were built per the standard detail provided the Citywith design immunity, and the intent of this Report was to evaluate and substantiate those undocumented drainage diverters by deeming them as warranted and moking sure that they were built to current standards to provide the City with the some design immunity. The report provided recommendations for drainage diverter removals, repairs and trip hazard mitigation strotegies.
PAVEMENT REHABILITATION & STORM DRAIN LINING PROJECT-AREAS A & B The City of LA MIRADA
Majdi was the QA/QC Monager for the City of La Mirado, utilizing local Meosure | Funds for these projects.
The project orea is exclusively residential with porks, school pedestrian wolkwoys, equestrion trails, and several cul-de-sacs. The project encompasses locolized street reconstruction and resurfacing, slurry seal, storm drain lining ond concrete repairs of curb, gutter ond sidewalks with ADA access ramps; adjustment of manholes and volve cans and new striping and traffic loops. In addition, the existing slotted cross gutters required replacement to current roadway standords. The project required preparing plans, specifications ond estimates for the City. It also entoiled completing field investigations and necessary topographic surveys to provide a cost-effective design solution that maximized construction dollors using thin-lift AC overlay, spot roadway reconstruction prior to overlay and slurry seal, and roadway reconstruction.
THE TRACKS AT BREA & STORM DRAIN INSTALLATION - SEGMENT 3 The City of BREA
Majdi performed GA/QC Manogement for the City of Breofor The Tracks ot Brea and Storm Drain Installation - Segment 3, a new bicycle and pedestrian trail from Brea Boulevard to Stote College Boulevard. The project included constructing a new 10-foot-wide aspholt bike trail ond o 5-foot-wide wolking trail, as well as a parking lot with decorative poving. The scope of work also entailed installing bioswales, drought-tolerant plants and trees, a bicycle-fixing station, and benches and trash cans. After soil excavation and remediation, the soil was fine graded and a storm drain system was installed, complete with a desilting riser to comply with the NPDES permit ond prevent sediment loss. As the project disturbed greoter than lacre, It triggered the need to comply with the Construction General Permit. The permit required a Stormwater Pollution Prevention Plan, o Notice of Intent to be filed with the Colifornio Stormwater Resources Control Boord, and sampling during qualifying roin events. The project was funded bythe Land and Water Conservation Fund, the Clean Transportation Fund vio the Mobile Source Air Pollution Reduction Review Committee (MSRC), Safe Routes to Schools Californio, the Housing-Reloted Parks Progrom, and City funds.
RESIDENTIAL STREETS REHABILITATION PROJECT
The City of WEST COVINA
Majdi provided QA/QC Management services for the City of West Covino on the Residential Streets Rehabilitation Project. The project requirements included rehobilitation of pavement, concrete removal and replocement of damaged curb, gutter and sidewalks, identifying and addressing storm water drainage concerns, retrofitting or reconstructing curb occess ramps with latest ADA standards, and updating signing and striping. The project limits consist of a total of approximately 14,700 lineor feet (approximately 2.78 miles) of roadway on the streets.
RESIDENTIAL STREETS REHABILITATION PROJECT...
The City of WEST COVINA
Mojdi served as the QA/QC Monoger for the City of West Covino. The project requirements included rehabilitation of pavement, concrete removal and replacement of damaged curb, gutter and sidewalks, identifying and addressing storm water drainoge concerns, retrofitting or reconstructing curb access ramps with latest ADA stondards, and updating signing and striping. The project limits consist of o total of approximately 14,700 linear feet (approximately 2.78 miles) of roadway on the streets. 300S. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003) 2
SECTION 2: Professional, Technical and Support Staff
JUSTIN SMEETS, PE, PLS, QSD
PROJECT MANAGER
BACKGROUND
Justin wields 17 years of experience involving civil engineering design, municipal engineering and facilities design, construction management and construction administration. Using AutoCAD Civil QUALIFICATIONS 3D, Justin handles the management and development of engineering plons and specifications and mopping. Justin additionally handles land development and grading design projects, conducted 17 earthwork calculations, and incorporates typical designs. He is proficient in federally funded projects os well, and fomiliar with Years Of Experience the Coltrans Local Assistance Procedures Manuol (LAPM). Justin has successfully taken multiple projects from the initiol federal funding applicotion, to the Preliminary Environmental Study, to E-76 approval, and all the way through construction of audited federally funded construction projects. He has experience managing BS CIVIL ENGINEERING construction projects and handles pinning and running kickoff CSUF, 2007 meetings with the controctor, reviewing project submittols, RFls, CCOs, and checking contractor invoices ogainst field quantities Justin ensures to coordinate the daily construction detolls with the contractor and inspector. He has completed multiple SWPPPs and erosion and sediment control plans per the latest Construction PE #78314
Registered Civil Engineer General Permit. Justin's penchant for continuously increasing his PLS #9293 skills in modern design software, and his knowledge of industry Professional Land Surveyor design standards, hos established him as one of the top stoffat OE. @SD/QSP #00852
Qualified SWPPP Developer EXPERIENCE
OCTA PAVEMENT REHABILITATION
(prior) Certification SPRING ST. AT BELLFLOWER / LAKEWOOD BLYD.
FIELDS OF EXPERTISE INTERSECTION IMPROVEMENT
The City of LONG BEACH
Justin was the Project Manager for the City of Long Beach for two intersection widening projects olong Spring Street. The first project is along Spring Street ot Bellflower Boulevard and the ROADWAY WATER other is olong Spring Street at Lakewood Boulevard. The goo! of the project was to implement congestion management and reduction strategies ot these intersections to improve capocity and movement for future volumes. The project Included design work for raised medians, traffic signol modificotions, turn pocket DRAINAGE ADA RAMP extensions, utility relocotion and utility adjustments. The existing conditions at the intersection of Spring Street and Bellflower Boulevard included a single left turn lone in each direction, three throughlanes ineoch direction, and dedicoted right turn pockets for all intersection legs except for the west leg. The intent at this
WATER MAIN
SEWER intersection was to extend the left turn pockets for the north, east and south legs. The project also extended the southbound right turn pocket. The existing conditions ot the intersection of Spring Street and Lakewood Boulevard include Dual left turn pockets in all directions, three through lanes in all directions and dual
WIDENING BIKE LANE
300S. Harbor Bivd. Mt. Vernon Storm Drain Project
Suite 814 [CIP No. SD20-003) 22
• Anaheim, CA. 92805 The City of San Bernardino
SECTION 2: Professional, Technical and Support Staff
ALEXANDER LIU, EIT, ENV SP PROJECT ENGINEER
As a Lead Engineer, Alexander continues to build his knowledge and experience in the Civil Engineering Industry as a valued team member at OE. He is well adept in all aspects of civil design including grading, street improvement, droinoge, site utilities (sanitary sewer, storm drain, domestic and fire water), erosion measure control, horizontal control, underground wet utilities design, storm water monagement, site demolition, Best Monogement Practice (BMP) design ond hydrology study involving various high-profile development projects. Beforejoining the OEteom, Alexonder served to the San Bernardino County office of WSP USA, where he was responsible for performing project design and production from conceptual and preliminory engineering to final design. Alexander also assisted the senior management team in technical risk assessments, design planning, budgeting and proposal preparation for multiple commerciol development and transportotion pursuits, and he served as the main contact for other design disciplines, clients and public ogencies to ensure quality in drawings and collaboration of tasks. Alexonder has proctice and proficiency with CIVil 3D, able to create surfaces, corridors, plans and profiles for project site, street, roodwoy and underground piping systems, from conceptual design to finol engineering.
EXPERIENCE
CITYWIDE ADA CURB RAMPS & PATH OF TRAVEL PEDESTRIAN ACCESSIBILITY IMPROVEMENTS The City ofLONG BEACH
Alexander is supplying Project Engineering services to the City of Long Beach Involving Citywide ADA Curb Ramps and Path of Trovel Pedestrian Accessibility Improvements. The objective of the project is to design and construct at least 20,000 new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility codes and standards. The project is to complete 1,000 of those ramps deemed most critical for accessibility. OE's team utilizes AutoCAD Civil 3D on 3D surfaces for the designs in complionce with the Long Beoch Standard Plan No. 122 in order to satisfy the maximum allowoble slopes dictated in the most current version of Caltrans Standard Plan A88A, and has had to consider other accessibility standards due to occasional unavailability of a suitoble ramp cose and type. The project work entails the preparation of detailed individual curb ramp construction plans with the inclusion of horizontal geometrics, design elevotions and dimensions, and utility appurtenance adjustments and relocations, along with concrete infrostructure such os curb, gutter, cross-gutters, and sidewalk. The necessary reconstruction is incorporated in order to accommodote the new curb ramps, meet accessibility requirements, and maintain drainage. Additional design elements have olso required consideration, which involve constructing 32"x54" size flat landings next to each pedestrian push-button ot signalized Intersections and installing guordrails where retaining curbs adjoin walkoble hard surfaces. Due to the longe volume of ramps reconstructed each year, small batches of design details and construction of the ramps are being provided to the City at regulor intervals through out a continuous process, with City submittals made on a monthly basis at a scoled frequency and quality.
EUCLID ROADWAY & SEWER RECONSTRUCTION PROJECT
The City of FULLERTON
Alexander provided Project Engineering services for the City of Fullerton on the Euclid Roadway and Sewer Reconstruction Project. The project consisted of reconstructing or resurfacing opproximately 3,700 lineor feet of orteriol streets between Fern Drive ond Williamson Avenue and replacing approximately 1,700 feet of sewer mains between Molvern Avenue ond Commonwealth Avenue. The sewer work included removing the existing 10-inch VCP and replocing It with new 12-inch VCP pipe between Commonwealth and Malvern and removing and replacing sewer north of Malvern to the end of the street project limits at Fern without upsizing. The worked also included removing the manholes at the center of the Euclid Street/Chapman Avenue intersection ond establishing a new connection point opproximately 50 feet to the east along Chapman Avenue as well os reconstructing the double barrel siphon and adjusting Invert elevotions to achieve a suitable slope. The design utilized o trenchless method to install the siphon beneath the OCPW Brea Creek Channel. Additional tasks included adjusting manhole elevations and reconnected service laterals, constructing new curb and gutter where gutter is absent, constructing ADA compliant curb ramps, and repairing curb, gutter, cross gutters, sidewalks and drivewoys where required. The City utilized SB1 funds for the rood rehabilitation and local funds for the sewer improvements. 300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
Sulte 814 (CIP No. SD20-003) 25
Anaheim, CA. 92805 The City of San Bernardino
SECTION 2: Professional, Technical and Support Staff
DAYTON LOWE PROJECT ENGINEER
As a Project Engineer for OE, Dayton lends his 19 years of design ond engineering experience in performing and coordinating detailed designs on arterial roadways, utllity coordination for mojor relocations on high profile projects and he assists in coordination efforts on multiple projects. He possesses on ability for the preparation of drawings, loyouts, sketches, maps, graphic representotions and colculations of engineering designs, Dayton's expansive engineering design knowledge extends to the design of roadway loyouts Involving intersections, roundobouts, turn-lones and travel lanes, gravity sanitary sewer and force main systems and pump stotions, water mains for residential, commercial and industrial projects, drainage calculations preporation for effective and efficient dralnage systems, and the design of grading plons for storm water drainage and ADA compliance. Dayton makes use of his extensive knowledge of AutoCAD, Autodesk Civil 3D; Eogle Pointe Civil package, and others to complete the design tasks at hand. Dayton is also extremely proficlent in document preparing and pockoge submittals to governmental agencies for obtaining permits required for construction.
EXPERIENCE
RESIDENTIAL STREETS REHABILITATION PROJECT
The City of WEST COVINA
Doyton was the Project Engineer for the City of West Covina on the Residential Streets Rehobilitation Project. The project requirements included rehobilitation of povement, concrete removal and replacement of damaged curb, gutter ond sidewalks, Identifying and oddressing storm woter drainoge concerns, retrofitting or reconstructing curb access ramps with latest ADA standards, and updating signing and striping. The project limits consist of a totol of approximately 14,700 !!neor feet (approximately 2.78 miles) of roadway on the streets.
MORNING CANYON ROAD RECONSTRUCTION & STORM DRAIN PROJECT The City of DIAMOND BAR
Dayton provided Project Engineering services on the Morning Canyon Rood Reconstruction and Storm Drain Project for the City of Diamond Bar. Morning Canyon Rood is o two-lane residential rood beginning at Diamond Bor Boulevord and ending with a cul-de-sac neorly 4,000 feet to the northwest. The design phase included preparing construction plans, specifications and estimates to repair Morning Canyon from Diamond Bar Boulevard to Stonepine Drive approx. 950 ft. due to excessive roadway damage caused by tree root Intrusion. The initial scope of work entoiled removing 16 large pine trees that were cousing extensive root intrusion into the roodway section; PCC work included 1,637 SF of sidewalk, 120 LF of curb and gutter, new ADA access ramps, striping/povement markings, and the reconstruction of a Los Angeles County Public Works (LACPW) maintained catch basin located ot the Southwest corner of Diomond Bar Boulevard ond Morning Canyon Rood. However, after o community meeting to inform the public about the project, the residents requested the staff explore on olternative opprooch in on effort to preserve the mature existing trees. After exploring some new options, the new scope of work entailed realigning the curb and moving it 8 feet closer to the roadway centerline, resulting in the elimination of the existing parking lane, and preserving the existing trees. Furthermore, the new design included relocating the sidewalk to the new back of curb olignment, resulting in a wider parkway area being backfilled with Closs A Top Soil and topped with 2 inches of mulch. Three (3) new LACPW catch basins were required to be constructed, one at the beginning of the curb re-alignment, across from Stonepine Drive, the other on the south side of Presado Drive and the third at the end of the curb return alignment before Diomond Bar Boulevard. The fourth catch basin located at Conyon Park Drive and Morning Canyon Road was abandoned to preserve a tree ocross from Canyon Park Drive. Furthermore, work included localized dig outs for specific areas affected by the tree roots with a uniform grind and osphoit overlay, and preparing striping and signage plans to encomposs parking and no parking areos.
IDAHO AVE., MONTANA AVE., & WASHINGTON AVE. PAVEMENT REHABILITATION The City of SANTA MONICA
Dayton was a Project Engineer on this project that involved evaluations of existing residential roadways in preparation of roadway rehabilitation flnal design. The scope of work included performing on-site inspections of existing curb and gutter, existing sidewolks and the existing povement conditions to determine the recommended povement rehabilitation alternatives. In addition, the work entoiled preporing the povement rehobilitation plans, striping plans, construction detalls, specifications, and estimate. 300 S. Harbor Bivd. Mr. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003) 26
Anaheim, CA. 92805 The City of San Bemardino
SECTION 2: Professional, Technical and Support Staff
KIMILEE MURILLO, EIT PROJECT ENGINEER
Kimilee is a recent graduate of Colifornia State Polytechnic University, Pomono, having earned her BS degree in Civil Engineering. She has developed her engineering design skills In CAD, MicroStotion and InRoads during her time working for ADVANTEC Consulting Engineering. Her design work involved plans for traffic signals & traffic control, signing & striping, street lighting and interchanges as applied to pavement and street rehabilitation, as well as City standard QA/QC plan check review and coordination. In that time, Kimilee developed o familiarity with the Caltrans Highway Design Manual and WATCH Manual, Lotest Editions, utility coordination, team colloboration and training, fleld reviews, and regulation complionce. Kimilee has been EIT certified in Civil Engineering and is on her way to becoming a certified registered civil engineer.
EXPERIENCE
EUCLID ROADWAY & SEWER RECONSTRUCTION PROJECT
The City of FULLERTON
Kimilee provided Design Engineering services to the City of Fullerton on the Euclid Roadway and Sewer Reconstruction from Williamson to Fern Project. The project consisted of reconstructing or resurfacing opproximately 3,700 linear feet of orterial streets between Fern Drive ond Willlomson Avenue and replacing approximately 1,700 feet of sewer moins between Molvern Avenue and Commonwealth Avenue, The project also included reconstructing 9 ADA ramps to bring them up to the most current ADA stondards. The sewer work included removing the existing 10-inch VCP and replacing it with new 12-inch VCP pipe between Commonwealth and Malvern and removing and replacing sewer north of Malvern to the end of the street project limits ot Fern without upsizing. The worked olso included removing the manholes at the center of the Euclid Street/Chapman Avenue intersection and establishing a new connection point approximately 50 feet to the east along Chapman Avenue as well as reconstructing the double barrel siphon and adjusting invert elevations to achieve a suitoble slope. The design utilized a trenchless method to install the siphon beneoth the OCPW Brea Creek Channel. Additional tasks included adjusting manhole elevations and reconnected service laterals, constructing new curb and gutter where gutter is absent, constructing ADA compliant curb ramps, and repairing curb, gutter, cross gutters, sidewolks and drivewoys where required.
The City utilized SB1 funds for the road rehobilitation and local funds for the sewer improvements.
DEL AMO BOULEVARD PROJECT
The City of CERRITOS
Kimilee provided Project Engineering services on the Del Amo Boulevard Project, Del Amo Boulevard is a major arterial oriented east/west and is used as a thoroughfare to adjocent cities. The project limits consist ofa total of approximately 2,900 lineor feet (opproximately 0.55 miles) of Del Amo Boulevard between Pioneer Boulevard and Norwalk Boulevard. The project is limited to the north half of the street as the south holf is under the City of Lakewood's jurisdiction. The project requirements included rehabilitation of pavement, concrete removal and replocement of damoged curb, gutter and sidewalks, identifying and addressing storm water drainage concerns, retrofitting or reconstructing curb access ramps and driveways with the latest ADA standards, and updating signing, striping and traffic loops. Overgrown trees were present throughout the project limits and were significontly impacting roodway, sidewalk, and gutter conditions.
Close collaboration with the selected londscape architect was necessary to ensure oll issues regarding tree root infiltration were addressed to accommodate the civil and landscape designs and to ensure that the City received a cohesive pockage of civil, landscape, and irrigation plans. The plans included Low Impact Development (LID) improvements to divert urban run-off from the storm drain system.
SAND CANYON & PORTOLA PARKWAY IMPROVEMENTS
The City of IRVINE
Kimilee is serving as a Project Engineer for the Clty of Irvine. The project consists of rehabilitating approximately 4,500 Linear feet of Portola Parkway and 9,300 linear feet of Sand Conyon Avenue, os well as rehabilitating the intersectlons of Sand Conyon Avenue & Laguna Conyon, Sand Canyon Avenue & Trabuco Road, and Sand Canyon Avenue & Irvine Boulevard. Additional design elements include reconstructing curb ramps to meet ADA requirements where deficient.
300S. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003) 27
Anaheim, CA. 92805 The City of San Rernarinn
SECTION 2: Professional, Technical and Support Staff
RILEY MOORE PROJECT ENGINEER
Riley is a recent graduate of Californio State Palytechnic University, Pomono in the field of Civil Engineering. She is on octive Project Engineer with o penchant for design where she makes great use of her extended proficiency in utilizing the most up-to-date engineering design software, which includes AutoCAD, Civil 3D, Microstation, Revit, Bluebeam and HDL.
Her main fields of development and expertise include Architectural Design, Transportation Engineering, Structural Analysis and Fluid Mechonics. Recently, for nearly the past 3 years, Riley served the City of Clarement where she developed her skills and knowledge Involving the review and processing of plan checks for residential improvements, striping plans for City streets, permitting for public works, utility. grading, and oversized transportation, construction documentation, topogrophic mapping, line drowing, land development solutions and improvements, ond basic project take-offs. In her active role she maintains a posițive influence among her peers, with o robust interest in advancing her knowledge and skills within the industry.
EXPERIENCE
BELLFLOWER BOULEVARD COMPLETE STREETS PROJECT
The City of BELLFLOWER
For the City of Bellflower, Riley provided Project Engineering services for the HSIP - Bellflower Boulevard Complete Streets Project, The project consists of enhancing approximately 2,200 linear feet (0.42 miles) of Bellflower Boulevard from Artesia Boulevard to the South City Limit, approximately 330 feet south of Rose Street. Bellflower Boulevard is an orterial street with two lanes of traffic and curbside parking in both directions, a dual left turn lane, and troffic signals ot high volume intersections. The project was partially funded by Cycle 9 of the Highway Safety Improvement Program (HSIP). The project has on estimated cost of $1,162,100. The street enhancements included odding Class Ill Bike Lanes, reducing the lone widths, odding raised medians with landscaping and irrigation, upgrading and adding high visibility crosswalks, ropid floshing beacons, and pedestrian countdown heads at the intersections, bulb-outs, and road resurfacing.
CITYWIDE ADA CURB RAMPS & PATH OF TRAVEL PEDESTRIAN ACCESSIBILITY IMPROVEMENT
PROJECT
The City of LONG BEACH
Riley served os Project Engineer to the City of Long Beach involving Citywide ADA Curb Ramps and Path of Travel Pedestrion Accessibility Improvements. The objective of the project is to design and construct at least 20,000 new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility codes and standards. The project is to complete 1,000 of those ramps deemed most critical for occessibility. OE's team utilizes AutoCAD Civil 3D on 3D surfaces for the designs in complionce with the Long Beach Standard Plan No. 122 in order to satisfy the moximum allowable slopes dictated in the most current version of Caltrans Stondord Plan A88A, and has had to consider other occessibility standords due to occasional unavailability of a suitable ramp cose and type. The project work entails the preporation of detailed Individual curb ramp construction plans with the inclusion of horizontol geometries. design elevotions and dimensions, and utility appurtenonce adjustments ond relocations, along with concrete infrastructure such as curb, gutter, cross-gutters, ond sidewalk. The necessary reconstruction is incorporated in order to accommodate the new curb ramps, meet accessibility requirements, and maintain droinage. Additional design elements hove also required consideration, which involve constructing 32°×54° sizeflotlondings next to each pedestrian push-button at signolized intersections and installing guordrails where retaining curbs adjoin walkoble hard surfoces. Due to the large volume of ramps reconstructed each year, small batches of design detoils and construction of the romps are being provided to the City at regular intervals through out o continuous process, with City submittals made on o monthly basis at a scoled frequency and quality.
300S. Harbor Blvd. Mt. Vernon Storm Drain Project
Sulte B14 (CIP No. SD20-003) 28
Anahelm, CA. 9280S The City of San Bernardino
SECTION 2: Professional, Technical and Support Staff
AMY FLORES PROJECT ENGINEER
Amy is a Civil Engineer with strong communication skills ond attention to detail, providing her skillset at Onward Engineering. A recent Bachelors In Science graduate from California Polytechnical University, Pomona (2020), Amy has achieved acodemic excellence while in her studies, hoving made the Dean's list, gaining occeptonce into the Scholars Honors Progrom, and has eorned her Math Engineering Science Achlevement (MESA). Amy further advanced her knowledge and skills in obtaining work experience as a febrication lead, Co-Op quality engineer, and student professional worker in providing collaboration, training, QA/QC, leodership, testing, meeting requirements, and development for the Cities of Los Angeles, South Gate, Universal City, and Long Beach. In the City of Norwalk, she participoted in rover design for the NASA Space Grant: Arduino Project, presenting her findings at the regional conference, and she is currently working on obtaining her Fundamentals of Engineering certification.
EXPERIENCE
EUCLID ROADWAY & SEWER RECONSTRUCTION PROJECT
The City of FULLERTON
Amy provided Design Engineering services to the City of Fullerton on the Euclid Roodway and Sewer Reconstruction from Willlamson to Fern Project. The project consisted of reconstructing or resurfacing approximately 3,700 linear feet of arterlal streets between Fern Drive and Williamson Avenue and replacing approximately 1,700 feet of sewer moins between Molvern Avenue and Commonwealth Avenue, The project olso included reconstructing 9 ADA romps to bring them up to the most current ADA standards. The sewer work included removing the existing 10-inch VCP and replocing it with new 12-inch VCP pipe between Commonwealth and Malvern and removing and replacing sewer north of Malvern to the end of the street project limits ot Fern without upsizing. The worked also included removing the manholes at the center of the Euclid Street/Chapman Avenue intersection and establishing a new connection point approximately 50 feet to the eost along Chapmon Avenue as well as reconstructing the double barrel siphon and adjusting invert elevations to achieve a suitable slope. The design utilized a trenchless method to install the siphon beneoth the OCPW Brea Creek Chonnel. Additional tasks included adjusting manhole elevations and reconnected service loterals, constructing new curb and gutter where gutter is absent, constructing ADA compliant curb ramps, and repairing curb, gutter, cross gutters, sidewalks and driveways where required.
The City utilized S81 funds for the rood rehabilitotion and local funds for the sewer improvements.
LOS NIETOS ROAD REHABILITATION PROJECT
The City of SANTA FE SPRINGS
Amy is providing Project Engineering services to the City of Santa Fe Springs on the Los Nietos Road Rehabilitotion Project. The project consists of rehobilitoting approximately 2.3 miles of roadwoy on Los Nietos Road between Pioneer Blvd. and Painter Ave. The segment of Los Nietos was noted to be in poor condition. Widespreod olligator cracking, block cracking, and potholing were observed throughout the project limits. The rehabilitation entailed available grind and overlay on the street segments and milling the full width of the street in areas where the deteriorotion was extensive. Our team olso identified areas of isolated deteriorotion where digouts and milling the edges of the street may be necessary. Additional tasks include reconstructing curb, gutter, cross-gutters, and sidewalks in disrepair, as well os constructing ADA compliant drivewoys and curb ramps. Railroad right-of-woys Intersect Los Nietos Rood within the limits of the project. All design and construction octivities within these right-of-woy wos coordinated with the PUC and corried out in accordance with the applicable PUC Codes.
MEYER ROAD REHABILITATION PROJECT
The City of SANTA FE SPRINGS
Amy is serving as o Project Engineer to the City of Sonto Fe Springs on the Meyer Road Rehabilltation Project.
The project consists of rehabilitoting approximately 1,100 lineor feet of roodway on Meyer Rood between Shoemaker Avenue and the east City Limits. This segment of Meyer Road was noted to be in poor condition.
Widespread alligator cracking, block cracking, and potholing were observed. The rehabilitation entailed a variable grind and overlay on the street segment as well as identifying areas of isolated deterioration where digouts may be necessary. Additional tasks include reconstructing curb, gutter, cross-gutters, and sidewalks in disrepair, as well as constructing ADA compliant driveways ond curb ramps. 300S. Harbor Bivd. Mt. Vernon Storm Drain Prolect
Suite 814 (CIP No. SD20-003)
Anahelm, CA. 92805 The City of San Bernardino
* Construction Support Services..
1 п/U/л 11/1/2 CONSTRUCTION SUPPORT
22 Unity Research & Motification FINAL NOTICE
19 CRy Revierr of 90% PSEE
1,1011/21 20012/21 18 Submit 90% PSIE to City
20/8/21 20 5/13/21 17 90% PSBE |
16 City Rovich of 60% PSBE
15 Sutmit 60% PSBE to City
14 Villty Research & Notification 2ª NOTICE
8/19/21 13 60% PSE
12 Unlity Potholing
119/21 5 7/13/2 11 Hydrologic/drautic Study
12/0/2 1713/2 PHASE #3: FINAL DESIGN
• Cry Review of 30% Plans And Estimate
• Sumi: 30% piars & Estimate to Cay
в 3096 Plans and Estrate
644/21 5/31/21 7 Base Sheets.
3/12/20 311173 PHASE H2: PRELIMINARY DESIGN
•5/28/21 5/10/21 Topographic Survey:
6/4/21 5/10/21 R
501/21 5/10/21
S/21/21 5/10/21
S0/21
5/3/24 5/3/21
JURY "23
:
TIMELINE
SECTION 3: Timeline
SECTION 4: List of Similar Projects
LISTOE SIMILAR PROJECTS
The By el
DIAMOND DRAINAGE DIVERTERS PROJECT
start completed Kimberly Molina Young, Assistant City Engineer (now in the City of Fontana) | (909) 350-7632 2017 2017 [email protected] | 16489 Orange Way, Fontana, CA 92335 OE provided Design Engineering services on the Drainage Diverters Project for the City of Diamond Bar.
The scope of work included the review of the City's existing roodway plans with drainage diverters, and investigating and researching ot the Los Angeles County Department of Public Works if any other roadway plans existed for the remaining droinage diverters. Furthermore, the scope included performing o city wide field review of all drainoge diverters to confirm modifications from the City's existing photo diverter data base, and preparing on engineering report evaluoting the record documents, and conducting a field review and risk management onalysis for the drainage diverters. The purpose of the reportwos to determine which of the drainage diverters were documented and which were undocumented. For the documented drainoge diverters we needed to determine if they were safe from being a tripping hazard, and to also determine if there has been any change in the condition of the parkwoy since they were constructed. For the undocumented drainoge diverters we needed to determine and make sure that they were constructed to meet current standards, and whether they were worranted to remain. It was establlshed that the documented dralnage diverters that were built per the stondard detoll provided the City with design immunity, and the intent of this Report wos to evaluate and substantiate those undocumented drainoge diverters by deeming them as warranted and moking sure that they were built to current standards to provide the City with the same design immunity. The report provided recommendations for droinage diverter removals, repoirs and trip hazard mitigation strotegies.
MORNING CANYON ROAD RECONSTRUCTION PROJECT
start completed Kimberly Molina Young, Assistant City Engineer (now in the City of Fontana) | (909) 350-7632 2016 2019 [email protected] | 16489 Orange Way, Fontana, CA 92335 OE provided Design Engineering services to the City of Diamond Bor on the Morning Canyon Road Reconstruction Project. Morning Canyon Road is a two-lane residential road beginning ot Diamond Bar Boulevard and ending with a cul-de-soc neorly 4,000 feet to the northwest. The design phase included preparing construction plans, specifications ond estimates to repair Morning Canyon from Diamond Bar Boulevard to Stonepine Drive approx. 950 ft. due to excessive roadwoy damage caused by tree root intrusion. The initial scope of work entailed removing 16 lorge pine trees that were cousing extensive root intrusion into the roodway section; PCC work included 1,637 SF of sidewalk, 120 LF of curb ond gutter, new ADA occess ramps, striping/pavement markings, and the reconstruction of o Los Angeles County Public Works (LACPW) maintoined cotch basin located at the Southwest corner of Diamond Bar Boulevard and Morning Conyon Road. However, after a community meeting to inform the public about the project, the residents requested the staff explore an olternative approach in an effort to preserve the mature existing trees. After exploring some new options, the new scope of work entailed reoligning the curb and moving It 8 feet closer to the roadwoy centerline, resulting in the elimination of the existing parking lane, and preserving the existing trees. Furthermore, the new design included relocoting the sidewalk to the new back of curb alignment, resulting in o wider parkway area being backfilled with Closs A Top Soil and topped with 2 inches of mulch. Three (3) new LACPW catch basins were required to be constructed, one at the beginning of the curb re-alignment, across from Stonepine Drive, the other on the south side of Presado Drive and the third at the end of the curb return alignment before Diamond Bar Boulevard. The fourth catch basin located at Canyon Park Drive and Morning Canyon Road was abandoned to preserve a tree across from Canyon Pork Drive. Furthermore, work included locolized dig outs for specifle areos affected by the tree roots with a uniform grind and asphalt overlay, and preparing striping and signage plans to encomposs parking and no parking areas, along with permit preparation for the LACFCD. 300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003) 31
Anahelm, CA. 92805 The City of San Bernardina
SECTION 4: List of Similar Projects
PAVEMENT REHABILITATION & STORM DRAIN LINING PROJECT-AREAS A & B start completed Gary Sanul, Public Works Manager | (562) 902-2373 | [email protected] 2015 2016 15515 Phoebe Avenue, La Mirada, CA 90638
OE provided Design Engineering services to the City of La Miroda for the City's first residential rehabilitotion project utilizing local Measure i funds, a local measure for La Mirado's infrastructure maintenance, The project orea was exclusively residential, with parks, schools, pedestrian wolkways, and equestrian trails.
The scope encompassed localized street reconstructions, street resurfocing, slurry seal, storm droin lining of the existing corrugated metal storm drain, and concrete repairs of curb, gutter, and sidewalks with ADA access romps, adjustment of manholes and valve cans, and new striping and traffic loop detector replacement. The existing slotted cross gutters required replocement to current roodway standards, as well. OE completed the field investigations and topogrophic surveys to provide a cost-effective design solution that maximized construction dollars using thin-lift AC overlay, spot roadway reconstruction prior to overlay and slurry seol, and limited roadway reconstruction. OE videotaped all the existing corrugated metal storm drains in the project area to confirm that the metol pipe contained debris ond the flow line was rusted and needed repairing. OE determined that in-situ form in-place lining was the most cost-effective method to rehobilitate the storm drain pipes. the cry of
AKE FOREST ADA ACCESS RAMP & STORM WATER IMPROVEMENTS PROJECT - PHASE 7 Start.. completed Douglas Erdman, PE, Principal Civil Engineer | (949) 282-5233 | [email protected] 2016 2017 25550 Commercentre Dr, Suite 100, Lake Forest, CA 92630 OE provided Design Engineering services to the City of Lake Forest on phose 7 of the ADA Access Ramp and Storm Droin Improvements Project. The project wos funded utilizing a Community Development Block Grant (CDBG). The project called for constructing 37 access ramps that comply with current Americans with Disobilities Act (ADA) and the State of Californio Building Code (Title 24) stondards and requirements The project required surveying and documenting the current conditions of the existing ramps and hordscape improvements within the right-of-way, preparing construction documents, and providing engineering support for this Phose 7 ADA project. OE prepored the construction specifications with full details of each ramp including elevations, slopes and limits of construction, including storm water compliance documentation and project requirements, and the required CDBG construction documents.
ERRITOS DEL AMO BOULEVARD PROJECT
start completed Fredy A. Bonilla, PE, Associate Civil Engineer| (760) 955-5158 | [email protected] 2018 2019 (now in the City of Victorville) 14177 McArt Road, Victorville, CA. 92392 OE provided Design Engineering services on the Dei Amo Boulevard Project for the City of Cerritos. Del Amo Boulevard is a major arterial oriented eost/west and is used as a thoroughfare to adjacent cities.
The project limits consist of total of approximately 2,900 linear feet (opproximately 0.55 miles) of Dei Amo Boulevard between Pioneer Boulevard and Norwalk Boulevard. The project is limited to the north holf of the street as the south half is under the City of Lakewood's jurisdiction. The project requirements included rehabilitation of pavement, concrete removal and replocement of domaged curb, gutter and sidewalks, identifying and addressing storm water drainage concerns, retrofitting or reconstructing curb access ramps ond driveways with the lotest ADA standords, and updoting signing, striping and traffic loops. Overgrown trees were present throughout the project limits and were significontly impocting roodwoy, sidewalk, and gutter conditions. Close colloborotion with the selected landscape architect wos necessory to ensure all issues regarding tree root infiltration were oddressed to accommodote the civil and landscape designs and to ensure that the City received a cohesive package of civil, iandscope, and irrigotion plans. The plans included Low Impact Development (LID) Improvements to divert urbon run-off from the storm drain system.
300 S. Harbor Bivd. Mt. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003)
Anaheim, CA. 92805 The City of San Bernardino
SECTION 4: List of Similar Projects
EUCLID ROADWAY & SEWER RECONSTRUCTION PROJECT
completed David Grantham, PE. Public Works Engineer | (714) 738-6853 2020 2020 [email protected] | 303 West Commonwealth Avenue, Fullerton, CA. 92832 OE provided Design Engineering services to the City of Fullerton on the Euclid Roadway and Sewer Reconstruction from Willlamson to Fern Project. The project consisted of reconstructing or resurfacing approximately 3,700 lineor feet of arteriol streets between Fern Drive ond Williamson Avenue and replacing approximotely 1,700 feet of sewer mains between Malvern Avenue and Commonwealth Avenue. The project also included reconstructing 9 ADA ramps to bring them up to the most current ADA standords.
The sewer work included removing the existing 10-inch VCP and replacing it with new 12-inch VCP pipe between Commonwealth and Malvern ond removing and replacing sewer north of Malvern to the end of the street project limits ot Fern without upsizing. The worked also included removing the manholes at the center of the Euclid Street/Chapman Avenue Intersection and estoblishing a new connection point approximately 50 feet to the east along Chapman Avenue as well os reconstructing the double borrel siphon and adjusting invert elevations to achieve a suitoble slope. The design utilized o trenchless method to install the siphon beneoth the OCPW Brea Creek Channel. Additional tasks included adjusting manhole elevations and reconnected service laterals, constructing new curb and gutter where gutter is absent, constructing ADA compliant curb ramps, and repairing curb, gutter, cross gutters, sidewalks and drivewoys where required. The City utilized SBl funds for the road rehabilitation and local funds for the sewer improvements.
FHWA ROAD IMPROVEMENTS & SLOPE STABILIZATION
start completed Amad Qattan, City Engineer | (951) 232-1790 2009 2010 1245 N. Hacienda Road, La Habra Heights, CA 90631 OE provided Design Engineering services for slope stabilization along three stretches of roodway. Funded through the FHWA Relief Program ond designed os three separate projects, the projects took on o greoter complexity when they were combined as one for bidding ond construction. The slope supporting these sections of Hocienda Road and Fullerton Road was failing and needed to be stabilized. The project also required. environmentol documentation (PES) and wos governed by the E-76 permitting process. The segment of Hocienda Road Upper wos 1,200 LF. OE designed o comprehensive solution to stabilize the slope for the long-term. The scope included: new storm drain system, including over 500 LF of 36-inch and 18-inch RCP, 5,900 LF of swale chonneling, shatcrete-lined swoles, drainage inlets, installing nearly 13,000' of soil nails and 5,100' of soil nail wall face, 1,885 LF of micro-pile installation, and 26,500 SF of hydro-seeding for new vegetation in order to gain environmental approval. The segment of Haciendo Road Lower was 310 LF. The final scope included: Installing 78 LF ballistic soil nails, 115 Percussion-driven Earth Anchors (PDEA), 3,400 SF of turf reinforcement, and constructing 75 LF of AC dike, The lounched soil nails were specifically designed for existing soil bearing capocity and existing utility clearance.
Finolly, the work on Fullerton Rood included 280 LF. The scope entailed: installing drainage inlets, gutter depressions, grating ond 12 LF separote 24-inch CMP risers to improve water flow, cold plonning and cap of existing AC, and installing new traffic striping. Right-of-way restrictions required the junction structure to be custom designed to ovoid the need for ony encroochment permits.
BELLFLOWER BLVD. COMPLETE STREETS PROJECT - HSIP FUNDED _ start completed Philip Wang, PE, Associate Engineer | (562) 804-1424x2254 | [email protected] 2020 current 16600 Civic Center Drive, Bellflower, CA. 90706 OE provided the City of Bellflower with Design Engineering services for the HSIP - Bellflower Boulevard Complete Streets Project. The project consists of enhancing approximately 2,200 linear feet (0.42 miles) of Bellflower Boulevard from Artesia Boulevard to the South City Limit, opproximotely 330 feet south of Rose Street. Beliflower Boulevard is on orterial street with two lones of traffic and curbside parking in both directions, a dual left turn lone, and traffic signals at high volume intersections. The project 300 S. Harbor Bivd. Mt. Vernon Storm Drain Project
Suite 814 {CIP No. SD20-003) 3
Anaheim, CA. 928D5 The City of San Bernardino
SECTION 4: List of Similar Projects
wos partially funded by Cycle 9 of the Highway Safety Improvement Program (HSIP). The project has an estimated cost of 51,162,100. The street enhancements included adding Closs Ill Bike Lones, reducing the lane widths, adding raised medians with landscaping and irrigation, upgrading and odding high visibility crosswalks, rapid floshing beacons, ond pedestrian countdown heods ot the intersections, bulb-outs, and road resurfacing.
The cry o
WEST COVI CAMERON AVENUE SEWER MAIN REHABILITATION PROJECT start completed Monica Heredla, PE, Deputy Director/City Engineer (now in Pico Rivera) | (562) 801-4965 2018 2018 [email protected] | 6615 Passons Boulevard, Pico Rivera, CA 90660 OE provided Design Engineering for the City of West Covina on the Comeron Avenue Sewer Moin Rehobilitation Project. This project upgraded the sewer main on Comeron Avenue between Citrus Street and 750 feet eost of Inmon Road. The Improvements, classified High Priority by the City's Sewer System Management Plon, entailed upsizing the 10-inch sewer main to a 15-inch vitrified clay pipe using the pipe bursting method. Six monholes ond approximotely 27 laterols were part of the project, and alignment of the sewer wos about 10 feet south of the centerline. The sewer main was connected to a 10-inch Los Angeles County line about 200 feet west of Citrus Avenue. OE contacted the County to recommend expediting its upgrade so all work could be done at once.
TIER WALNUT STREET & SEWER MAIN INFRASTRUCTURE IMPROVEMENTS start completed Carl Hassel, PE, Capital Projects Administrator | (562)567-9302 | [email protected] 2018 2019 13230 Penn Street, Whittier, CA 90602
OE provided full Design Engineering services for the City of Whittier for the Walnut Street Water and Sewer Main Improvement Project. The proposed project limits included 3,000 feet of Wolnut Street from Pickering Avenue to Pointer Avenue, consisting of commercial buildings os well as single-family and multi-fomily residentiol developments. OE removed on existing 6-inch cast iron water main and o 6-inch VCP sewer main and replaced them with 12-inch and 10-inch mains, respectively. All loterols and intersecting mains were to be, reconnected and sewer manholes reconstructed. The existing ploin cement concrete (PCC) roadway was to be replaced from curb to curb following the replacement of the water and sewer mains.
Areos of sidewalks in disrepair were to be repoired, and romps were to be retrofitted or reconstructed os needed to meet ADA requirements.
BERRY STREET & IMPERIAL HIGHWAY SEWER MAIN REPLACEMENT
start completed Raymond Contreras, Project Manager | (714) 990-7763 | [email protected] 2012 2014 1 Civic and Cultural Center, Brea, CA 92821
OE provided Design Engineering services to the City of Brea for this sewer main replocement project. The project spanned 3,000 LF from Lambert Road to Imperial Highway (within Coltrans right-of-way), and on Imperial Highway from Berry Street to the Orange County flood control channel. This project required coordinating with Union Pacifle Railroad and filing for a Coltrons encroachment permit, due to the segment within Coltrans right-of-way. The design of this project was split into two phases to accelerote the portion on Lambert Road where a roodway overlay was separately plonned. The ultimote design included the instollation of 100 feet of 10-inch VCP, 2,570 feet of 12-inch VCP, 300 feet of 15-inch VCP, and a total of 15 new manholes. Special sewer bypass designs were required at the reilroad crossings to maintain railroad access ot all times. OE also coordinated utility relocations for Chevron, AT&T, and water department and storm drain lines in conflict with the proposed line. To avoid future maintenance and occess issues, OE olso proposed a new olignment for the sewer main that would avoid encroochment in Coltrons right-of-way.
300 S. Harbor Blvd. Mit. Vernon Storm Drain Project
Suite 814 (CIP No. SD20-003) 34
Anaheim, CA. 92805 The Citv of San Rernardline
SECTION 4: List of Similar Projects
SHOEMAKER AVE. REHABILITATION & DRAINAGE IMPROVEMENT
start completed Bill Zimmerman, City Engineer | (562) 594-8589 | [email protected] 2015 2016t 12700 Norwalk Boulevard, Room 12, Norwalk, CA 9065 OE provided Design Engineering services for the City of Norwalk for this pavement rehabilitation and drainage improvement project. The project limits on Shoemaker Avenue started on Rosecrans Avenue and ended at the Firestone Frontage Rood. This 0.25-mile collector street segment was heavily distressed and showed block cracking, alligator cracking, and potholes. The scope of work included preparing plons, specifications, ond estimates for this 2,000-LF roadway. The project involved grind and overloy, full-depth reconstruction, AC cop, sidewalk construction, cross-gutter construction, and droinage improvements.
Furthermore, the roodway ond adjocent porkwoy had a major drainage Issue; OE provided the most cost-effective solution for the City to relieve woter ponding and increase resident safety. Because of Coltrons' impact on the I-5 widening, OE was able to persuade Coltrons to design and implement the drainage improvements.
RESIDENTIAL STREET REHABILITATION & WATER MAIN REPLACEMENT STANT completed Christopherjohansen, City Engineer 1(562) 905-9721 2016 2018 201 E. La Habra Boulvard, La Habra, CA 90631
OE provided Design Engineering services to the City of La Hobra for on 8-centerline-mile orea. The scope of work included field surveying the existing roadway surfaces, curb & gutter, and gathering locations for all surface utilities to be adjusted or protected, as well as determining the pavement treotments on each stretch of roadway. The project involved recanstructing1,440 LF of curb and gutter, 10 curb ramps, 7,645 SF of 6-inch pavement reconstruction, 900 tons of asphalt reconstruction, and 1,100 tons of slurry seal. In addition to the roadway resurfacing, the project also involved replocing 1,200 LF of water main along with valve and service replocements at various locations. OE prepared the PS&E within the City's budget ond schedule.
FY 17-20-125 UNIQUE ADA ACCESS RAMPS DESIGNS
start completed Romeo David, PE, Associate Civll Engineer | (909)477-2740 x4070 2017 2020 [email protected] | |10500 Civic Center Drive, Rancho Cucamonga, CA 91729 OE provided Design Engineering and Construction Inspection services to the City of Rancho Cucamongo for o consecutive 3 year period on the FY 17-20 ADA Access Ramps Projects. These projects included approximotely 292 total ADA ramps which required custom designs for each ramp. The FY 17/18 project included approximately 125 ADA ramps, with 43 odditionol ramps added by the City. The FY 18/19 project included approximately 112 ADA ramps, with 15 additional romps odded by the City. The FY 19/20 project includes approximately 55 ADA ramps. The ramp work on these projects were completed an on expedited schedule and with short turnoround times.
CITYWIDE STREET REHABILITATION PROJECT
star.. completed
2017 2017
For the City of San Bernardino, OE provided full Design Engineering services, with project requirements that included pavement rehabilitation, concrete removal, replacement of damaged curb, gutter and sidewalks, retrofitting or reconstructing curb access ramps with latest ADA standards, and updating signing and striping. The project limits consist of a total of approximately 20,300 linear feet (3.85 miles) of roadwoy on residential streets,
300 5. Harbor Bivd. It. Vernon Storm Drain Proje
Suite 814 CIP No. SD20-00 35
Anaheim, CA. 92805 The City of San Bernardino
SECTION 6: List of Sub-Consultants
LIST OE SUB-CONSULTANTS
CL Topographic Surveying
SURVEVINO IL MAPPENO Lam Le #n (905) 494 4200 1269 Pomona Rd. Sütte 108 sessional Lond Surveye : (909) 484 4279 Corana, CA 9 1710 CL SURVEYING & MAPPING is o Certified DBE, MBE ond SBE Land Surveying Firm. Their team of qualified and experienced surveyors provide clients the most cost efficient, professional and personalized services in the industry. For over 10 years, OE hos subcontracted almost solely with CL Surveying to provide ony topographic survey, legol descriptions ond plots, and construction staking on our design projects, including the ones listed below. Their Principals ore all experienced, licensed lond surveyors; they are signatory to the labor agreement with the Operating Engineers Local 12 allowing access to o large pool of experienced surveyors to staff any size project. Working with clients in the Public and Private sector, they prepare Records of Survey, Parcel Mops and Parcel Map Exemption Applications (Lot Line Adjustments), Tract Maps, & Legol Descriptions and ALTA Surveys.
LAM LE, PLS
DIRECTOR OF MAPPING
QUALIFICATIOL
BS: Aerospace Engineering - California State Polytechnic University, Pomona Lam hos over 18 years af experience os a Project Manager, Project Surveyor and CADD operator. Histechnical experience includes CAD drafting using CAICE, MicroStotion InRoads, AutoCAD using SoftDesk, creating DTMs for earthwork quantities, road profiling, creating coordinate geometry figures for boundary analysis, computer-aided design ond drafting. Lam's duties include project management and coordination along with field support on multiple projects. He hos provided multiple legol deseriptions for easements, lot line adjustments ond property descriptions and has done extensive title analysis for property establishment
EXPERIENCE
INTERSECTION IMPROVEMENTS
ANAHEIM, CA
As Survey Project Monoger, Lam was responsible for construction surveying services required for the improvements of the State College Boulevard Corridor ot Ball Road. Description of work included right- of-way engineering, preparation of legal descriptions and plat mops and coordination of field survey.
Improvements to this intersection included reconstructed raised medion islands, landscope improvements, off-site reconstruction, and modified traffic signal. Scope of services includes preparation of conceptual design and precise alignments, topogrophic mapping, environmental assessment, traffic signol design, street lighting, londscape and irrigation design, povement investigations final design, and construction documents.
RESERVOIR PLANT 19A IMPROYEMENTSHEACOCK BRIDGE REPLACEMENT PROJECT
MORENO VALLEY, CA
As the Project Manoger, Lam wos responsible for Construction Surveying Services for the replacement of the existing Heacock Bridge. The City of Moreno Volley is replacing the two-lane Heacock Street Bridge, which crosses over the Perris Valley Storm Drain (PVSD) Lateral "A." The Project oreo is generally located south of State Route 60 ond is adjacent to the east side of March Air Reserve Bose (MARB), in the southeost portion of the City of Moreno Valley, in Riverside County, Colifornia. The Project is part of an ongoing regional effort to improve circulation around MARB and March Joint Powers Authority facilities. 300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
Sulte 814 (CIP No. SD20-003)
Anaheim, CA. 92805 The City of San Bernarding
SECTION 6: List of Sub-Consultants
(
NoorzayGeo MAIHAN NOORZAY, MS, PE, GE, @SD, OSP
PRINCIPAL ENGINEER
QUALIFICATIONS
BS: Civil Engineering • UC Irvine, 2007 | MS: Clvil Engineering - Cal Poly Pomona, 2014 | PE: Registered Civil Engineer - #C77901 | GE: Geotechnical Engineer - #3085 | QSD/QSP: Qualified SWPPP #23878 | Radiation Safety & Nuclear Gauge BIO
Maihon has over 15 years of experience on projects that included roadways, bridge and porking structures, freeway widenings, and landfills. His tasks on these projects involved project plans and specifications review to verify consistency with the soils report, review of daily field reports and laborotory test results to verify the accuracy of the project plans and specifications, and technical and budget oversight during construction. Hisfield experience includes field observations, montoring, ond testing of groding operations thatincluded fill and backfill placement, subgrade preparations for foundations and pavements including overexcovation requirement verification, in-situ BAT permeameter testing, rommed aggregate pier installation quality assurance, forensic distress inspections, Cost-In-Drilled-Hole (CIDH) borehole logging and quality assurance, and oversight of investigation drilling operations. Maihon has olso completed hundreds of soils reports for various conventional structures including implementation of subsurface exploration progroms, assignment of laboratory testing, engineering analysis, and final report preparation. He hos laborotary management experience performing characterization and construction soils tests os needed.
EXPERIENCE
GREEN TREE BOULEVARD TO YATES ROAD EXTENSION PROJECT
The City of VICTORVILLE
Maihon prepared the Materials Report in Victorville, California. The project extended from 500 feet west of Green Tree Boulevord from Its Intersection with Hesperia Road and continued east over the BNSF railroad tracks to merge with Ridgecrest Rood and Yates Rood. At the western limit, the alignment olso included o portion of Hesperia Road from approximately 400 feet north of its intersection with Green Tree Boulevard to Cood Raad to the south, At the eastern limit, the project alignment split and continued onto Yotes Road, heading north to its intersection with Park Road and extending south on Ridgecrest Road to approximately 1,000 feet south of Chinquopin Drive. The project scope of services included reviewing available reports prepared by project personnel, a field investigation and associoted loboratory testing, engineering anolysis and preparation of the Materials Report suitoble for submission to Coltrans.
LENWOOD ROAD GRADE SEPARATION PROJECT
The City of BARSTOW
Malhan was the QA Manoger on this $32 million dollar Grade Separation Project for the City of Barstow.
The project wos intended to facilitate the flow of both vehicular and freight roil traffic though the City of Barstow. This project developed a grade separated crossing along Lenwood Road over the existing BNSF tracks. The improvements include the widening of Lenwood Road from two lanes to four lanes between Moin Street and Josper Road. The grade separation allowed for improved emergency response time and reduced congestion and in turn improved the air quality of the surrounding orea. Maihan provided Quality Assurance management involving testing services for construction materials at the direction of the Project Managers of Simon Wong Engineering. The scope of work included compaction, concrete and materials testing of many aspects of the project such as mechanically stabilized earth wolls, structural fill and embankment, and sewer improvements.
BRIDGE AT RANCHERO ROAD OVER THE I-15 FREEWAY
The City of HESPERIA
Moihan served as the Quality Assurance Manager on this project in Hesperia, CA. The project Quality Assurance Materials Testing and Inspection services was performed in accordance with the Caltrans construction monual as well os the project special provisions.. Moihon's doily responsibilities on the project included reviewing daily reports, presenting lab and field test data, and offering technical guidance.
Maihan also odministered ond oversow the hot mix osphalt QC/QA program including the coordination and verification of the contractors QC laborotory testing, preparing the invoices using the SANBAG templates and categorized and filed all test data. Maihan also performed the review and acceptance of hot-mix osphalt (HMA) mix designs, material submittals including JPCP and PCC mix design submittals. 300 S. Harbor Blvd. Mt. Vernon Storm Drain Project
Suite B14 (CIP No. SD20-003)
Anaheim, CA. 92805 The City of San Bernardino
SECTION 6: List of Sub-Consultants
Potholing
BELOW
Chris Loera 14280 Euclid Avenue
Chief Operating Officer (310) 713-7711 Chino, CA. 91710 C-BELOW Subsurface Imaging offers professional locating and mapping services throughout Southern California. Their highly experienced technicions utilize the most advonced equipment in the Industry to gother information for any project. Accurate information is vital in planning ond con prevent costly delays from domages coused by cutting, coring, drilling or digging in areas congested by unseen hazards in concrete, masonry and underground.
CHRIS LOERA
CHIEF OPERATING OFFICER / PROJECT MANAGER
QUALIFICATIONS
CONSTRUCTION INSPECTION - East Los Angeles Skills Center REGISTERED LEVEL III - Ground Penetrating Radar Technician REGISTERED LEVEL III - Utility Locator
ABOUT
Chris Loero plans, organizes, directs and controls the activitles of the Operations Department ot C Below.
He is responsible for the performance of all department functions including Research ond Development, Material Monagement, Order Services and Engineering and Surveying. He is knowledgeoble and experienced with Auto CAD, Civil 3D, SolldWorks 3D, Micro Station, InRoads Suite, ond Service CEO industry software, along with many others. He has worked directly on many POLB and POLA projects, ond with over 15 years of experience in the industry, Chris is proposed as a well qualified locating quality assurance specialist.
EXPERIENCE
RANCHO LOS AMIGOS NATIONAL REHABILITATION CENTER
DOWNEY, CA
Chris performed oversite of all utility investigation and operotions of the entire campus os Vice President of operations. The project services requirements included utility locoting with use of GPR and Electromagnetic locating. Chris also performed site surveying, CAD work, and Potholing on the project.
PORT OF LONG BEACH (ON-CALL)COLE AVENUE STORM DRAIN UTILITY INVESITGATION
RIVERSIDE, CA
Chris supervised all operations to assure they were conducted and completed os directed by the City of. Riverside, Project work services included Utility locoting via GPR, Electromognetic locating, ram rod locating, potholing via vacuum excovation, surveying and AutoCAD work, ond CCTV Pipe Inspection.
DURFEE AVENUE POTHOLING PROJECT
PICO RIVERA, CA
Chris supervised all operations in order to achieve the highest quality control and accuracy on Durfee Avenue for the City of Pico Rivera. Services included vacuum excavations of fifty (50) locations as directed by the City.
NORTH SANTA MONICA BOULEVARD RECONSTRUCTION PROJECT
BEVERLY HILLS, CA
The Sonto Monica Boulevard Reconstruction Project was opproved by the City Council to involve design reconstruction to the roodway and upgrading the century-old drainoge system. C Below was contracted to clear and mark out existing utilities for multiple utility upgrade alignments in the rood. The crews worked on the street, performing their own Traffic Control during rush hour traffic and weekends to complete the investigation and to occommodate the Citles' traffic congestion. Over 120 pothole locotions were performed, including the potholing of ramp footings that were excovoted during the reconstruction. C Below's CCTV crews olso used the robotic camero to video approximotely 1,260 linear ft. of storm drain lines in multiple locations. C Below's final reporting was sent to our client in the form of a CCTV video report, and detailed pothole report. This was o large and complex project that was completed quickly in 1 month. 300 S. Harbor Blvd. Mk. Vernon Storm Drain Project
Suite 814 (OP No. 5D20-003) 38
Anahelm, CA. 92805 The City of San Bernardino
SECTION 7, SECTION 8, SECTION 9
7B STATEMENT OF LOCAL PREEERENCES
:
OE does not have on office locoted in the City of Son Bernardino but is actively looking to open an office in San Bernardino (or the surrounding areo) based on an increased worklood in Son Bernardino County. /ITEMS, ACTIONS OR INFORMATION THE
CONTRACTOR EXPECTS TO BE PROVIDED BY THE CITY
EXISTING RECORDS (IF ANY) INCLUDING:
• The County, City, utility, and other pertinent records ond documents; • Existing road, signal, storm drain, gos, sewer, and water main improvement plans; • Topographic dota mops, record drowings, utility plons, survey centerline and private property monument data, and any other important informotion.
THESE RECORDS WILL BE RETURNED TO THE CITY.
• Red-line comments for each PS&E submittal
• City letterhead for utility notices ond permit opplications. • City of Son Bernardino boiler plate specifications.
COMMENTS/SUGGESTION TO IMPROVE THE FINISHED
PROJECTICOMPLY WITH REP REQUIREMENTS,
N/A
300 S. Harbor Bivd. Mit. Vernon Storm Drain Projec
* Sulte 814 (CIP No. SD20-003 39
• Anahelm, CA 92805 The City of San Bernardino
ONWARD
ENGINEERING
City of Son Bernordino Morch 31, 2021
Public Works Department-Engineering Division
ATTN: Elva Arellanes, Engineering Assistont #
201 North *E" Street, 2nd Floor
San Bernordino, CA 92418
SUBJECT: CLARIFICATION FOR PROPOSAL (RFP) TO MT. VERNON STORM DRAIN (CIP NO. SD20-003) Onward Engineering (OE) is confirming that our proposal submitted on Morch 18, 2021 includes preparation of street rehabilitation plans and specifications. Additionolly, if the City does not have adequate funding to do the street rehabilitation with the storm droin work, OE will submit seporate PS&E for the Street Rehabilitation work ot no additional cost.
If you have any questions or would like any additional information, please feel free to contact me at any time, at: (714) 533-3050 or by email at: [email protected]. We look forword to a successful relationship with the City of Son Bernordino and we thank you for the opportunity to serve you and your City.
Thank you,
Majdi Atar
Majdi Atoyo, PE
President, Onward Engineering
EXHIBIT B
FEE AND PHASING/FUNDING SCHEDULES
FEE SCHEDULE.
PHASING/FUNDING SCHEDULE.
Progress payments towards Total Compensation shall never exceed the following percentages of Total Compensation as of the phase indicated:
Initial Planning Phase: percent (%_
Schematic Plan Phase: percent (%.
Design Development Phase: percent (%_
Final Working Drawings & Specifications Phase: percent (%_ Construction Contract Documents Phase: percent (%.
Bid Phase: percent (%_
Construction Phase: percent (%_
As-Built Drawings Phase: percent (%_
Warranty Period Phase: percent (%_
Exhibit B-1
EXHIBIT C
COMPENSATION RATES AND REIMBURSABLE EXPENSES
HOURLY COMPENSATION RATES.
QA/QC Manager $150.00 per hour
Project Manager $135.00 per hour
Project Engineer $115.00 per hour
REIMBURSABLE EXPENSES.
Reimbursable items such as the cost of blueprinting, graphic reproduction, and plotting will be billed at our direct cost plus 15%. Auto travel will be charged at $0.585 per mile.
Where we are able to utilize direct billing to Owner established accounts the "plus 15%" ADDITIONAL SERVICES.
Additional Services shall be computed at the actual hourly rates listed above.
ADDITIONAL CONSULTANTS.
If City requires Designer to hire consultants to perform any Additional Services, Designer shall be compensated therefore at the Designer's actual hourly rates plus 0%. Owner shall have the authority to review and approve the rates of any such consultants.
Exhibit C-1
ONWARD
ENGINEERING
FEE PROPOSAL RYAN DENNIS
DAYTON LOWE
ALEXANDER LIU
Professional Engineering and Design Services MAJDI ATAYA SUB
JUSTIN SMEETS KIMILEE MURILLO
for the Mt. Vernon Storm Drain Project QA/QC MANAGER PROJECT MANAGER RILEY MOORE CONSULTANTS
AMY FLORES
(CIP No. SD20-003) in the City of San Bernardinoto PROJECT ENGINEERS $150 $135 LUMP SUM
HOURLY HOURLY $115
PHASE #1: SITE RESEARCH HOURLY
TOTAL
1 Kick-off Meeting
$1,140.00
N Research and Review Available Data 16
16 $4,000.00
Utility Research and Notification
32 $4,760.00
Site Evaluation 00 16 $2,920:00
Geotechnical Investigation - (5 Boreholes at 15 feet) N $10,235.00 $10,505.00 6 Topographic Survey $12,420.00 $12,920.00
Site Research Total 40 66 $22,655.00 $36,245.00
PHASE #2: PRELIMINARY DESIGN
7 Base Sheets 40 $5,140.00
30% Plans and Estimate 80 $10,040.00
Preliminary Design Total 120 $15,180.00
Hydrologic/Hydraulic Study 40 $6,000.00
10 Utility Potholing - (7 Potholes at 15 feet) $15,617.00 $16,157.00 11 60% PS&E 16 60 220 $35,800.00
12 90% PS&E 40 160 $25,000.00
13 100% PS&E 40 $5,440.00
PHASE BID ASSISTANCE & CONSTRUCTION SUPPORT
14 Bid Assistance/Construction Support 16 23 $5,105.00
Bid Assistance & Construction Support Totall 16 $5,105.00 GRAND TOTALS $5,700.00 $28,620.00 $72,335.00 $38,272.00 $144,927.00
OPTIONAL
15A Additional Utility Potholing - 5 ft. Depth (Per Pothole) $1,840.00 $1,840.00
15B Additional Utility Potholing - 15 ft. Depth (Per Pothole) $2,231.00 $2,231.00
16 Legal Descriptions and Plats (Each Location)
$3,450.00 $3,450.00
The hourly rates above are our fee schedule. Any additional work will be negotiated utilizing those hourly rates.