12-0918_HUITT-ZOLLARS, INC._Personal Services Agreement PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this IM& e ay
of- ', 2012, by and between the City of San Juan Capistrano(hereinafter referred to as
the "City") and Huitt-Zollars, Inc. (hereinafter referred to as the "Consultant").
RECITALS:
WHEREAS, City desires to retain the services of Consultant to Prepare Plans,
Specification, and Cost Estimates (PS&E) for the El Camino Real at Don Juan Avenue
Retaining Wall Project (CIP No. 07111), and the Paseo Peregrino Cul-De-Sac Drainage
Mitigation Due to Soil Subsidence Project (CIP No. 12501); and
WHEREAS, Consultant is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Consultant mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by the Consultant shall consist of those tasks as
set forth in Exhibit "A," attached and incorporated herein by reference. To the extent that
there are any conflicts between the provisions described in Exhibit"A" and those provisions
contained within this Agreement, the provisions in this Agreement shall control.
Section 2. Term.
This Agreement shall commence on the effective date of this Agreement and
services required hereunder shall continue until notified that said services are no longer
required, subject to 15 days notice of termination.
Section 3. Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed Sixty Five
Thousand Two Hundred and Ninety Five Dollars ($65,295) as set forth in Exhibit "A,"
attached and incorporated herein by reference.
3.2 Method of Payment.
Subject to Section 3.1, Consultant shall submit monthly invoices based on
total services which have been satisfactorily completed for such monthly period as
determined by the City Engineer. The City will pay monthly progress payments based on
approved invoices in accordance with this Section.
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3.3 Records of Expenses.
Consultant shall keep complete and accurate records of all costs and
expenses incidental to services covered by this Agreement. These records will be made
available at reasonable times to the City. Invoices shall be addressed as provided for in
Section 16 below.
Section 4. independent Contractor.
It is agreed that Consultant shall act and be an independent contractor and not an
agent or employee of the City, and shall obtain no rights to any benefits which accrue to
City's employees.
Section 5. Limitations U12on Subcontracting and Assi nment.
The experience, knowledge, capability and reputation of Consultant, its principals
and employees were a substantial inducement for the City to enter into this Agreement.
Consultant shall not contract with any other entity to perform the services required without
written approval of the City. This Agreement may not be assigned, voluntarily or by
operation of law, without the prior written approval of the City. If Consultant is permitted to
subcontract any part of this Agreement by City, Consultant shall be responsible to the City
for the acts and omissions of its subcontractor as it is for persons directly employed.
Nothing contained in this Agreement shall create any contractual relationships between any
subcontractor and City. All persons engaged in the work will be considered employees of
Consultant. City will deal directly with and will make all payments to Consultant.
Section 6. Changes to Scope of Work.
For extra work not part of this Agreement, a written authorization from City is
required prior to Consultant undertaking any extra work. In the event of a change in the
Scope of Work provided for in the contract documents as requested by the City,the Parties
hereto shall execute an addendum to this Agreement setting forth with particularity all terms
of the new agreement, including but not limited to any additional Consultant's fees.
Section 7. Familiarity with Work and/or Construction Site.
By executing this Agreement, Consultant warrants that: (1) it has investigated the
work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of
all conditions there; and (3) it understands the facilities, difficulties and restrictions of the
work to be performed under this Agreement. Should Consultant discover any latent or
unknown conditions materially differing from those inherent in the work or as represented
by City, it shall immediately inform the City of this and shall not proceed with further work
under this Agreement until written instructions are received from the City.
Section 8. Time of Essence.
Time is of the essence in the performance of this Agreement.
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Section 9. Compliance with Law.
Consultant shall comply with all applicable laws, ordinances, codes and regulations
of federal, state and local government.
Section 10. Conflicts of Interest.
Consultant covenants that it presently has no interest and shall not acquire any
interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No person having such
interest shall be employed by or associated with Consultant.
Section 11. Copies of Work Product.
At the completion of the work, Consultant shall have delivered to City at least one(1)
copy of any final reports and/or notes or drawings containing Consultant's findings,
conclusions, and recommendations with any supporting documentation. All reports
submitted to the City shall be in reproducible format, or in the format otherwise approved by
the City in writing.
Section 12. Ownership of Documents.
All reports, information, data and exhibits prepared or assembled by Consultant in
connection with the performance of its services pursuant to this Agreement are confidential
to the extent permitted by law, and Consultant agrees that they shall not be made available
to any individual or organization without prior written consent of the City. All such reports,
information, data, and exhibits shall be the property of the City and shall be delivered to the
City upon demand without additional costs or expense to the City. The City acknowledges
such documents are instruments of Consultant's professional services.
Section 13. Indemnity.
To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold
harmless the City and its elective and appointive boards, officers, agents, and employees
from any and all claims, liabilities, expenses, or damages of any nature, including attorneys'
fees, for injury or death of any person, or damages of any nature, including interference
with use of property, arising out of, or in any way connected with the negligence,
recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents,
officers, employees, subcontractors, or independent contractors hired by Consultant in the
performance of the Agreement. The only exception to Consultant's responsibility to protect,
defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful
conduct of the City, or any of its elective or appointive boards, officers, agents, or
employees.
This hold harmless agreement shall apply to all liability regardless of whether any
insurance policies are applicable. The policy limits do not act as a limitation upon the
amount of indemnification to be provided by Consultant.
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Section 14. Insurance.
On or before beginning any of the services or work called for by any term of this
Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration
of the agreement, and provide proof thereof that is acceptable to the City, the insurance
specified below with insurers and under forms of insurance satisfactory in all respects to the
City. Consultant shall not allow any subcontractor to commence work on any subcontract
until all insurance required of the Consultant has also been obtained for the subcontractor.
Insurance required herein shall be provided by Insurers in good standing with the State of
California and having a minimum Best's Guide Rating of A- Class VII or better.
14.1 Comprehensive General Liability.
Throughout the term of this Agreement, Consultant shall maintain in full force
and effect Comprehensive General Liability coverage in an amount not less than one
million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks
associated with the work contemplated by this agreement. If a Commercial General
Liability Insurance form or other form with a general aggregate limit is used, either the
general aggregate limit shall apply separately to the work to be performed under this
agreement or the general aggregate limit shall be at least twice the required occurrence
limit.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Consultant shall maintain in full force
and effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in an amount not less than one million dollars per occurrence
($1,000,000.00).
14.3 Workers' Compensation.
If Consultant intends to employ employees to perform services under this
Agreement, Consultant shall obtain and maintain, during the term of this Agreement,
Workers' Compensation Employer's Liability Insurance in the statutory amount as required
by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Consultant shall submit the
insurance certificates, including the deductible or self-retention amount, and an additional
insured endorsement naming City, its officers, employees, agents, and volunteers as
additional insured as respects each of the following; Liability arising out of activities
performed by or on behalf of Consultant, including the insured's general supervision of
Consultant; products and completed operations of Consultant; premises owned, occupied
or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant.
The coverage shall contain no special limitations on the scope of protection afforded City,
its officers, employees, agents, or volunteers.
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14.5 Errors and Omissions Coverage
Throughout the term of this Agreement, Consultant shall maintain Errors and
Omissions Coverage (professional liability coverage) in an amount of not less than One
Million Dollars($1,000,000). Prior to beginning any work under this Agreement, Consultant
shall submit an insurance certificate to the City's General Counsel for certification that the
insurance requirements of this Agreement have been satisfied.
14.6 Notice of Cancellation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
the coverages reduced, until after thirty(30)days`written notice is given to City,except that
ten (10)days' notice shall be given if there is a cancellation due to failure to pay a premium.
14.7 Terms of Compensation.
Consultant shall not receive any compensation until all insurance provisions
have been satisfied.
14.8 Notice to Proceed.
Consultant shall not proceed with any work under this Agreement until the
City has issued a written "Notice to Proceed"verifying that Consultant has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City shall have the right to terminate this Agreement without cause by giving thirty
(30) days' advance written notice of termination to Consultant.
In addition, this Agreement may be terminated by any party for cause by providing
ten (10) days' notice to the other party of a material breach of contract. If the other party
does not cure the breach of contract,then the agreement may be terminated subsequent to
the ten (10) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses, or
to such other addresses as may be designated by written notice. These addresses shall be
used for delivery of service of process:
To City: City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Khoon Tan, P.E.
5
To Consultant: Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Attn: Ken Rukavina, P.E.
Section 17. Attorneys' Fees.
If any action at law or in equity is necessary to enforce or interpret the terms of this
Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and
necessary disbursements in addition to any other relief to which he may be entitled.
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding performance or
interpretation of this Agreement, the dispute shall be resolved by binding arbitration under
the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19. Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
[SIGNATURE PAGE FOLLOWS]
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement.
CITY OFSAN JUAN CAPIS ANO
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CONSULTANT
By:
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Huitt-Zollars, Inc.
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February 3, 2012
Revised Proposal: August 30, 2012
Mr. Khoon Tan, P.E.
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
RE. RFP for Professional Design Services for:
El Camino Real at Don Juan Avenue Retaining Wall (CIP 07111)and
Paseo Peregrino Cul-de-sac Drainage Mitigation due to Settlement(GIP 12501)
Dear Mr. Tan:
I-luitt-Zollars and our team are committed to assisting the City of San Juan Capistrano in resolving the
problems presented in your RFQ at both the EI Camino Real and Paseo Peregrino locations.
We have requested GMU Geotechnical and BonTerra Consulting to join us in yet another opportunity to
work together for the benefit of our clients. Huitt-Zollars has worked with these firms for literally decades on
challenging projects, and we look forward to presenting a solution that satisfies City staff as well as the
local residents.
We have visited the sites and have a clear picture of the concerns that brought about this solicitation. We
have also discussed various designs that address the problems, and we are looking forward to sharing
those thoughts with you.
We look forward to the selection process, and ask that you call us to discuss any aspect of our submittal
should you have any questions.
Thank you very much for this opportunity to work with you.
Sincerely,
HUITT-zoLLARS, INC.
Ken Rukavina, P.E.
Vice President/Office Manager
CA PE No.42866
MTHDIM- , Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
TABLE
Corporate Documentation 1
Qualifications&Experience 3
• Project Manager
• Organization Chart
• Project Team and Key Personnel
• Huitt-Zollars Experience
Project Understanding,Approach& Scope of Services 20
■ Project Understanding
• Project Approach
■ Scope of Services
■ Project Schedule
■ Fee Schedule
Sample Agreement and Insurance 29
References 30
February 3,2012; Revised Auqust 30,2012
Professional Design Services for
j El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Corporate Documentation y p
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Huitt-Zollars offers clients a professional and experienced support staff that specializes in civil engineering, public works,
structural engineering, mapping, GIS, planning,transportation, surveying, architecture, landscape architecture, environmental,
and construction management disciplines. The strength f luitt- rrllars lies in its people, and their ability t
provide expertise in all disciplines required for a project. Huitt-Zollars' management approach involves a proactive
style of problem solving in combination with practical management tools to monitor and follow up the completion of project
activities and related actions, The firm has proven success on projects that include multi-agency participation and
coordination, accelerated design schedules, and budget constraints.
Huitt-Zollars has a lengthy record of service for public agency clients, We have worked for over 30 cities including San Juan
Capistrano, Anaheim, Mission Viejo, Santa Ana, Palos Verdes Estates, Calabasas, Long Beach, and Los Angeles to name a
few. We have previous work experience with the Counties of Los Angeles, Ventura, Orange, Santa Barbara, and Riverside,
We have worked for regional transportation agencies including OCTA, SANBAG, RCTC,TCA, SORRA, and LA METRO,
We emphasize quality: Huitt-Zollars is an ISO-9001 compliant organization, a nationally recognized standard
for quality procedures and compliance. We employ ISO-9001 procedures within our firm and base our Quality Plan for each
contract on these requirements. We will prepare a specific plan for this project conforming to Caltrans' Quality Assurance
Procedures. It will include continuous audit procedures to ensure that the plan is being employed by Huitt-Zollars, with
deliverables prepared and checked in accordance with the approved QA/QC plan.
Philosophy: Huitt-Zoliars is an employee-owned firm, and as such, we all have a vested interest in the quality of our
work and in how our work is accepted or perceived.As stated in our mission statement:
"We are people committed to understanding and meeting the
needs of ear clients.with quality and integrity."
Guided by this philosophy, we utilize an established blend of checks and procedures to maintain client satisfaction in our day-
to-day practice. All projects begin with "hands-on" direction by principals of the firm. Huitt-Zoliars' officers are expected to
serve in a project management capacity, and as such, they are involved in the design of your project each and every step of
the way. A good design basis must be established as the first step in maintaining quality control. This responsibility is vested
with the principals of the firm and key project staff,who will work with you to define your requirements. We will listen intently to
understand the needs of your program. Once your specific needs are established, we will design your project around your
functional requirements, budget and schedule. Throughout the design process, we will continuously monitor the progress of
the project, measuring the cost and benefit of each element against the impacts to milestone budgets and schedules.The only
real indication of performance is client satisfaction. Our performance and success are measurable --over 80%of our annual
fees come from repeat clientele, proof that our philosophy is working.
February 3, 2012; Revised Auqust 30,2012Offi�ei
Professional Design Services for
EI Camino Real at Dori Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Subconsulfant,5
GMU Geotechnical, Inc. (GMU) was established in 1968 to provide high-quality, cost-
effective geotechnical engineering services to a select group of public and private sector
clients. The staff consists of highly qualified registered professionals and engineering : W
technicians with experience in all phases of geotechnical engineering and engineering geology,
GMU is committed to providing clients with high-quality, cost-effective services. This is
exemplified by both the number and variety of projects they have successfully completed and long-term relationships
developed with clients.
Projects have varied in size from single-family residences to high-rise structures, water treatment plants, reservoirs, dams,
transportation-related and pavement rehabilitation projects, bridges, and large hillside developments, GMU has worked with
residential and commercial developers, municipal public works agencies,water districts, land planners,design engineers, and
construction contractors on a wide variety of projects over the past 40 years. They provide geotechnical services during the
grading plan design process in an effort to achieve efficient grading concepts. They also provide quality control services and
responsive solutions during grading and project construction to avoid project delays, By efficiently providing a full range of
geotechnical services, GMU facilitates the completion of successful projects.
GMU has a unique specialization in pavement rehabilitation projects. Our services have included investigation and design
services for new pavement projects, evaluation of pavement distress, and recommendations for pavement rehabilitation
projects. GMU is experienced in evaluating pavement using core sampling, deflection testing, and visual observations. We
also evaluate subgrade soils via sampling and in-house laboratory testing for R-value and other soil properties. During
pavement construction and rehabilitation, GMU offers Caltrans- and City-certified staff for field testing and inspection of new
and overlay asphalt pavement construction, plus a Caltrans-certified laboratory for pavement testing capabilities. We also
offer full laboratory and field sampling of slurry seal placement.
Founded in 1996, GonTerra Consulting is a certified woman-owned small business
(WBEfSBE) that provides and conducts a variety of environmental planning consulting
services, including California Environmental Quality Act (CEQA) and National Environmental
Policy Act (NEPA) documentation; biological resources surveys; habitat restoration planning; {s' T � tr G
regulatory services and permitting; cultural resources management; air quality, climate change, and noise analyses; and
Geographic Information Systems (GIS) analyses and mapping to public- and private-sector clients throughout Southern and
Central California. Each of the firm's 8 principals has over 20 years of hands-on experience in environmental planning, impact
assessment, natural resources management, biological surveys, and city and regional planning studies. The Company's team
of professionals includes Environmental Planners; Botanists; Certified Arborists; Ornithologists; Wildlife Biologists; Restoration
Ecologists; Regulatory Specialists; Archaeologists; Paleontologists; and Air Quality and Noise Specialists. This group of
professionals works together as a highly effective team to meet the requirements of our clients' projects and is recognized as
one of the most experienced teams of environmental professionals in the Southern and Central California consulting
community.
February 3,2012; Revised August 30,2012 age 2
` Professional Design Services for
FI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Qualifications & Experience
Project Manager
The Huitt-Zollars team has the personnel and experience to provide the City of San Juan Capistrano with quality services and
products that are on schedule and within budget. The Team will be organized around our Project Manager, Marc Haslinger,
P,E, Client relationships are an important park of a successful project. Scott Reed, P.E.will serve as client liaison and quality
assurance manager to ensure that the needs of the City of San Juan Capistrano are met.
Reed will serve as the primary point of contact between the Team and the City, and will work closely with Haslinger. Haslinger
will provide the day to day project management and engineering oversight for the projects.
The three most important facets of Project Management are; Communication with the client; Communication with project
stakeholders; Communication with the project team,
Communication with the ciient is manifested in a number of ways, Formal, regular communication is achieved through project
status reports, meeting agendas, and minutes. Status Reports include a discussion of work performed during the reporting
period (including a list of meetings held); work anticipated to be performed during the next period; open action items;
schedule; issues that could affect scope, schedule or budget; an invoice; and potentially other information that may be
pertinent to that reporting period. Meeting minutes will include a summary of the discussion at the meeting, a list of decisions
made,and a list of action items that resulted from the meeting.
Direction given by the City will also be confirmed with formal communication -- any direction that the City provides will be
followed up with written communication, stating our understanding of the direction we have. Communication with the City will
also occur in an informal manner. Our Project Manager will contact the City on a regular basis to provide an update of the
project activities. This will keep the City informed of any happenings between meetings. Additionally, the City and Project
Manager may exchange phone calls or e-mail about issues that arise between meetings. Phone calls and e-mails will be
responded to in a timely manner,typically within the same day.
Communication with the project team will also occur both formally and informally, A project management plan (or work plan)
will be prepared and distributed to team members to define the project scope schedule and budget, and the reporting and
communication protocol for the project, This document will be a living document that changes if the contract with the City
changes. Further, in addition to the Project flick-Off meeting with the City, an internal team kick-off meeting will be held to
review roles and expectations. Each member of the Team will understand how their role will fit into the overall objective of the
project, This meeting will be followed up with project team meetings on a regular basis.
Project team meetings provide the opportunity for interdisciplinary coordination and review. They are also a formal opportunity
for the PM to check in with project staff regarding specific issues and progress, Informal coordination with project staff will
occur on a frequent and as needed basis. E-mail, telephone calls and face-to-face interaction will occur frequently.
Additionally, emphasis will be placed on the periods preceding a submittal to allow for both interdisciplinary review and quality
review.
The following pages include a resume outlining the relevant project experience of our team.
February 3, 2012; Revised Auqst 30,2012Page 3
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Organizational Chart
The Organization Chart featured below illustrates the team to the project shall be removed or replaced without the prior
members and lines of accountability and commitment for this written concurrence. Our team is supported by a cadre of
project. Key Personnel will be available to the extent proposed engineers,designers and technicians.
for the duration of the project. No person designated as"key"
F
F
Mem
Marc Haslitger, PE
Quay#y,4ssurance
Scott Reed PE
CEtent><rarson_
F
Ken Rtlkavina Pl=, QSD
r.. Prc�yect Manager
Geosfructura!/Geotechnical Mike.Gil en, PLS Archeological
GMU Geotechnical Designer BonTerra Consulting
Jirn.Garvib, PLS
Greg Silver M`Sc PI= GE Pat MaxonRPA
Project+Surveyor
i
Native American Monitoring
AaIneno:Band of Mission
Indians; Acjachemen
Nation (David Selardes
Group)
Joyce Perry
February 3,2012;Revised Auqust 30,2012
:><age4
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Scott Reed,PE
Hu tt- oil rs-Client Liaison
Scott Reed has extensive experience in managing and designing public works, urban development, and transportation projects
throughout Orange County, California. His experience spans from initial planning and entitlement to design and construction
plan preparation, and to construction support and management, He has prepared numerous planning level studies and final
engineering technical reports; designed drainage, water quality and sewer systems, precise grading, mass grading, roadway
geometries, retaining walls, domestic, non-domestic, and reclaimed water systems; and performed other civil engineering
related functions. Reed, as both a Project Manager and Engineer-of-Record, has effectively driven many projects with multi-
agency/stakeholder interests to successful,timely completion.
RELEVANT PROJECT EXPERIENCE
Antonio Parkway Widening--Orange County,California
Reed served as Project Manager and Engineer-of-Record for two phases (Phase 1 & 3)of this OC Public Works Project, which
was contracted by developer Rancho Mission Viejo(RMV). This unique partnership between the County and RMV proved to be
very successful in delivering a fully funded (local, state, and federal) project consisting of approximately 900 feet of bridge
widening and 1.5 miles of roadway widening. Reed led the design team in preparing construction plans for 1,900 feet of
roadway widening (from four lanes to six lanes), 11,5 acres of grading, 2,500 feet of storm drains, 4,223 feet of domestic water
lines, 2,478 feet of recycled water lines,450 feet of sewer line, and numerous local relocation plans for existing utility crossings.
Reed also designed two unique low-flow diversion structures for managing storm water quality, Reed managed subconsultants
(contracted directly with RMV) for landscaping, geotechnical, and irrigation design; and he managed a direct consultant for
structural design of a 200-foot-long soldier pile retaining wall and a structural analysis for construction activities over Santa
Margarita Water District's (SMWD) 42-Inch Sewer Outfall Line. Deed also prepared Construction Staging Plans (critical due to
nearby San Juan Hills High School); prepared the Water Quality Management Plan, Drainage Report, and assisted in preparing
the construction specifications for the entire project. He coordinated multiple approvals from various agencies such as Caltrans,
City of San Juan Capistrano, and SMWD, and led the coordination for obtaining an encroachment permit from Caltrans for
intersection modifications and improvements at Ortega Highway. During construction of the project, Reed is serving as Project
Manager and Engineer-of-Record for design revisions.
Ortega Highway(SR-74)Widening-Orange County,California
During design of this Project, Reed served as Project Engineer and was responsible for managing the design team in delivering
final construction plans for storm drains, utilities, and erosion control. He provided design for bridge abutment and trail
undercrossing grading, creek-side revetment design for San Juan Creek, precise grading design for Neighborhood Electric
Vehicle( EV)crossings at street intersections and crossing the Ortega Bridge,and Reed also designed two large stilling basins
(66" and 60" RCP)for outlet to San Juan Creek. Reed assisted in preparing the Drainage Report and he completed the Storm
Water Data Report;which, included lengthy discussion for how the Project would comply with NPDES,404(Los Angeles District
U.S.Army Corps of Engineers),and the 401 (Water Quality Certification)permit regulations.
During the construction of this project, Reed served as Project Manager and Engineer-of-Record for Huitt-Zollars' construction
support contract. He also responded to RFI's and met with the County's construction team (a partnership between Rancho
Mission Viejo and the County), SMWD, and the Contractor many times to resolve construction issues. As a part of the Ortega
Project, several other Improvement Plan sets-prepared specifically for the Rancho Mission Viejo (RMV) development (future
development along both sides of the Ortega corridor) - were prepared by Huitt-Zollars and incorporated into the Ortega Bid
Package. Reed served as Project Manager and Engineer for these various plan sets and he was the key to working between
the Ortega Project and RMV to define specific improvements (from RMV's development plans) that could be added to the
Ortega Project in order to minimize throw-way work and future redesigns.
Oso Parkway&Antonio Parkway Intersection Improvements--Orange County,California
Reed serves as Engineer-of-Record and Deputy Project Manager for this project. The improvements consist of widening the
intersection to add a fourth east bound thru-lane, a fourth south bound thru-lane, and a third north bound left-turn lane.
Improvements will extend beyond the intersection as far as 1,400 feet. Reed leads all aspects of design and manages
February 3,2012;revised Auqust 30, 2012 age 5
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
subconSultants for landscaping, traffic studies and signal design, geotechnical reporting and pavement design, and irrigation
design. During the development of the Letter of Design Recommendations ( ODR), Reed worked with the County, SDG&E,
Sempra, Cox, and AT&T to develop a plan for improving the intersection in a way that avoided impacts to critical and costly
utility structures, minimized new right-of-way take, avoided retaining features, and reduced the overall costs by 23%
(approximately 500K) from the original cost estimate. In order to generate the best alternative, Reed developed 11 unique
alternatives early on, and then presented five alternatives at the County's Design Seminar. The Design Seminar was
successfully in identifying one alternative with seven Design Deviations to move forward with during PS&E. Currently, Reed has
the project on track to deliver 65%plans to OC Public Works.
Lemon Grove Access Road--San Juan Capistrano,California
Reed served as Project Manager and Engineer-of-Record for Phase 1 of this 18-acre park. He managed subconsultants for
landscape, irrigation, fire planning, and dry utility coordination with SDG&E, AT&T, and Cox. Reed provided oversight and
design for grading, drainage, roadway, domestic and reclaimed water service, sewer lift station, and erosion control, He also
managed the preparation of the project Stormwater Pollution Prevention Plan (SWPPP),construction specifications, and the fire
master plan.
Palos Verdes Drive West,Soldier Pile Wall-Palos Verdes Estates,California
Reed was the Phase Manager and Lead Designer for the repair of Palos Verdes Drive West. He worked with Geotechnical
consultant to set design of a 300-foot soldier pile caisson wall to protect the road from an active landslide. He was responsible
for research and review of existing utilities; and preparation of the site plan,civil plans, cost estimate, and specifications. He also
provided construction observation and administration services and managed geotechnical sub-consultant during construction.
He wrote daily logs of construction activities, met with contractor daily,and worked closely with City staff to help keep the project
on schedule.
Water Connection to SC-4 Flow Control Facility-San.Juan Capistrano,California
Reed served as Project Manager and Engineer-of-Record. He managed mechanical subconsultant and designed a new water
line connection to the existing SC-04 Flow Control Facility, The project included tapping into an existing 12-inch CML&C
mainline (within a State Highway) and providing new 225-foot lateral through the facility's floor to connect to the existing high
pressure system. Components of project included water main plan and profile, details for piping through the facility's floor,
miscellaneous pressure reducing equipment and other high pressure water appurtenances, specifications, new easements, and
estimate.
Laura's Nouse-San Clemente,CA
Reed served as Engineer-of Record for designing retaining walls, grading, drainage, erosion control, sewer, and water for a
7,000-square-foot, multi-family residence. Project was completed pro-bono and is a shelter for abused women and children.
EDUCATION
2006 Bachelor of Science, Civil Engineering, University of Louisiana at Lafayette
REGISTRATION
Professional Engineer/Civil:2009/California/No. 75992
February 3,2012; revised Auqust 30, 2012Page 6
HUTF Professional Design Services for
El Camino Reaf at Don Juan Retaining Wail and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Ken Rukavina, P
Huift- otl rs—Project Mangger
Ken Rukavina has more than 24 years of experience in municipal public works and transportation engineering. His public
experience includes six years in municipal government serving as civil engineer and construction manager; and 1$ years of
experience as a consulting engineer serving local agencies as Contract City Engineer, Project Engineer, and Construction
Manager. He is experienced in the management of multidiscipline projects and projects involving teams and joint ventures. He
has managed the design and construction of roads, street widening reconstruction and rehabilitation; sanitary sewer collection
and outfall mains; water transmission, distribution, storage, and pumping facilities; storm drains, flood control structures, and
storm water management; and bridges and retaining wall structures. Rukavina has also been responsible for administering and
developing engineering reports, such as hydrology studies and sewer and water master plans; preparation of City Council staff
reports, resolution,and ordinances; and preparing funding applications for state,federal, and local funds.
Rukavina served the City of Rosemead, California as City Engineer/Director of Public Works for more than ten years where he
was responsible for management and implementation of a capital improvement program in excess of$5 million annually, To his
credit, Rukavina has been project manager and/or overseen the design and construction of nearly $250 million in public
improvements in his capacities as Project Manager, Project Engineer, Construction Manager, Division Manager, and City
Engineer. Rukavina has implemented and/or has overseen numerous federally funded projects from funding application, to
request for authorization to advertise, to final invoicing. Finally, Rukavina brings unique perspective, vision, and value to large-
scale municipal projects due to his many years of city engineering experience, which provides him the understanding of the
issues local public officials face on a daily basis along with the insight to see all sides of complex coordination challenges,
specifically those faced by local agency staff.
RELEVANT PROJECT EXPERIENCE
Inglewood Avenue Corridor Widening — Lawndale, California: Rukavina served as the project manager for the preparation
of plans, specifications and estimates for the widening of Inglewood Avenue, an arterial highway of regional significance,
bisecting the City of Lawndale and serving the South Bay area of Los Angeles in general, with direct access to I-405, The
project was developed to improve the capacity of Inglewood Avenue In order to improve traffic flow by the addition of an
additional northbound through lane between Manhattan Beach Boulevard and 156th Street, and the construction of dedicated
right-turn lanes at Marine Avenue in the northbound,westbound and southbound directions along with modification of the signal
operation at this same intersection. Several significant issues needed to be addressed and overcome for the successful design
and construction of the project, which include: BNSF Railway Company at-grade crossing, existing building footprints and right-
of-way acquisition, utility relocations, signal optimization, expansive soils, coordination with multiple jurisdictions, and federal
funding (requiring Caltrans Local Assistance Processing, i.e.obtain E-76),
Pine Avenue Extension - City of Chino, California: Rukavina serves as the Project Manager for the extension for the
extension of Pine Avenue, The City of China, as lead agency, in coordination with the City of Chino Hills, will extend Pine
Avenue from State Route 71 to its intersection with EI Prado Road; and improve and widen the existing roadway between EI
Prado Road and Euclid Avenue. Construction of this project will fulfill the Circulation Element of the City of Chino General Plan,
wherein Pine Avenue is identified as a four-lane urban arterial. In order to construct Pine Avenue, construction of slopes and
embankments necessitates the placement of a significant amount of fill material in the Prada Dam Flood Control Basin,thereby
requiring that fill material placed within the basin must be offset by excavation from borrow sites located within the Prado Basin
impoundment area boundaries. Southern California Edison Company maintains high voltage transmission towers and lines
approximately 200 feet east of the SR-71/Pine Avenue interchange, requiring a "conductor sag calculation" to determine the
projected height of conductors under full load on the hottest possible day. The project includes a Traffic Study, Environmental
Documentation, Section 401 and 404 Permits, Geotechnical Studies, Preliminary and Final Engineering, as well as Plans
Specifications and Estimates for the roadway extension, Coordination will be provided with Caltrans local assistance as well as
Southern California Edison (SCE). The City of Chino is utilizing federal SAFTEA-LU funding for the construction of the Pine
Avenue extension; therefore, the preparation of an environmental document and design services are consistent Caltrans Local
Assistance guidelines and in conformance with both CEQA and NEPA requirements as well as FHWA processes.
Oso]Marguerite Parkways Intersection Widening—Mission Viejo,California: Rukavina, served as Deputy Project Manager,
for the completion of final construction documents for this City project to add one through lane in each direction on Oso
Parkway, right-turn-only lanes in each direction on Marguerite Parkway, and create double left-turn lanes in all four directions of
February 3,20I2;revised August 30,2012 age=7
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
the existing arterial highway intersection, Raised medians on all four legs of the intersection were completely reconfigured.
Design constraints included access to existing developments,an adjacent hillside slope buttress, major water pressure reducing
station,and other utility vaults and facilities.This project affected 4,600 linear feet of highway,three signalized intersections, and
included 1,700 linear feet of retaining walls. Topographic surveys were provided, and construction plans, specifications, and
estimates were prepared.
Palos Verdes Drive West - Soldier Pile Wall - Palos Verdes Estates, California: Rukavina served as Project Manager,
working in conjunction with GMU Geotechnical, Inc. in the repair of Palos Verdes Drive West and design of a 300 foot soldier
pile caisson wall to protect the road from an active landslide. He provided oversight for research and review of existing utilities,
preparing the site plan, civil plans, cost estimate, and specifications. He also served as construction manager during the
construction phase, overseeing construction observation and administration services, as well as managing the geotechnical
subconsultant who provided specialty inspection and test services. He monitored preparation of daily logs of construction
activities, met with the contractor to resolve issues, and worked closely with City staff to help keep the project on schedule.
Santa Monica Boulevard Streetscape and Rehabilitation-West Hollywood,California: Rukavina was the Project Manager
of this project which included widened sidewalks, bulb outs, new street trees, boulevard landscaping, landscaped medians,
traffic signal upgrades, intersection realignment, wiring for holiday tree lighting, bus stop improvements, patterned asphalt
crosswalks, storm drains, sewer upgrades, and roadway reconstruction. The existing cross section along one mile of roadway
allowed for the widening of sidewalks from 6'to up to 23', with the narrowing of an existing to a 14-foot wide landscaped median.
During the design concept phase, Rukavina was a participant in the community process, sometimes facilitating meetings with
community representatives. Coordination with utilities and Los Angeles County Department of Public Works was a critical
element as the project incorporated utility upgrades and storm drain design prepared by the County, The project was partially
funded by State funds subject to lapse so it was critical that the project schedule remain on track.
Garvey Avenue Bridge -- City of Rosemead, California: Rukavina was the Project Director responsible for replacing the
Garvey Avenue Bridge over Rio Hondo Channel, which involved extensive coordination with federal, state, and local agencies.
The existing substandard, seismically deficient bridge was replaced with a state-of-the-art bridge consisting of precast, pre-
stressed, bulb tee-girders, post-tensioned for continuity in order to meet design constraints. These constraints necessitated
increased hydraulic capacity for the channel and a highly condensed staged construction schedule to complete construction
during one dry season with no closures of Garvey Avenue,a busy corridor. The new$11 million bridge is 420 feet long and 100
feet wide, with only three piers in the channel. As the City desired a signature bridge to serve as a gateway to the community,
historic features of the old bridge were recreated and decorative lighting and monuments were incorporated into the design. The
bridge serves as an entrance statement into the City, Rukavina and his project team worked closely with Caltrans to obtain
federal funding and environmental clearance, and with the Army Corps of Engineers and Los Angeles County Department of
Public Works to obtain approval of the hydraulic analysis and civil/structural plans as a prerequisite for obtaining the necessary
encroachment permits from each agency.
Federal/State Funding Administration -- Various Agencies: Rukavina has provided oversight and assistance to numerous
cities at various stages of the federal/state-funded process as follows: FTIP Programming, Request to Initiate a Federally
Funded Project, Request for Authorization to Proceed with Construction,Award Submittal, Progress Invoice, and Final Report of
Expenditures. The various federal and state funding programs have included STPL, SR2S, HBP (HBRR), and HES. Although
each program may encompass different components and requirements, the general process remains the same -following the
Caltrans Local Assistance Procedures Manual(LAPM).
Engineering Plan Check Services - West Covina, CA: Rukavina was the Project Manager for this project which involved
performing development review services for the following types of plan reviews: parcel and tract maps; Hydrology Studies,
Standard Urban Storm Water Mitigation Mans, Storm Water Mitigation Plans, and Storm Water Pollution Prevention Pians;
Grading & Drainage and Erosion Control Plans;and Public Construction Plans required of development projects.
EDUCATION
1984 Bachelor of Science, Civil Engineering, California State University, Long Beach
REGISTRATION
Professional Civil Engineer: 19871 California I#42866
February 3,2012;revised August 30, 2012 Page 8
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Marc Haslinger, PE
uitt-. of ars-Quality Assurance
Having experience in both the public and private engineering sectors, Marc Haslinger brings a broad wealth of experience to his
jobs. He has managed and designed numerous municipal, residential, and commercial projects throughout Southern California
from initial planning and feasibility studies through final design,construction, and construction management, His experience has
included residential, commercial, and industrial developments; potable and reclaimed water transmission mains and flood
control facilities; roadway improvements; and construction management. Haslinger is well-versed in the tools of construction
management,contract administration, planning,design, and processing.
Complementing Haslinger's project management capabilities is a hands-on approach and technical knowledge of computer
programs in the area of coordinate geometry, hydraulics, hydrology, structures, spreadsheets, critical path networking,
management,and other tools necessary for a successful project.
RELEVANT PROJECT EXPERIENCE
RiverPark-Oxnard,California
Haslinger, as Project Manager, oversaw several design teams in the preparation of supporting engineering documents for the
specific plan and EIR for this 700-acre, mixed-use project in Oxnard, California. Issues addressed in the engineering studies
included grading, drainage, utilities, roadways, and the remediation of four sand and gravel mining pits. Project infrastructure
also included 5-112 miles of sewer,water, storm drain, and roadways.
California State university East Campus, Channel Islands-Camarillo,California
This 38-acre,242-unit housing project on the CSU Channel Islands campus provided housing for faculty and staff, Haslinger,as
Project Manager, provided engineering analysis for schematic design development, construction documents, mapping, and
construction support.
Victoria by the Bay-Hercules,California
As Project Manager, Haslinger oversaw multiple teams that were designing this 200-acre, 880-unit, residential master-planned
community on San Pablo Bay in Northern California. As the project site was a fully operational refinery as late as 1996,
reclamation of the site was paramount in order to meet federal, state, and local standards. Upon successful completion of the
remediation work, the project site was hailed as the largest brownfield site for residential use in the United States at that time.
The project included a tentative tract map, backbone infrastructure documents, utility coordination, mass grading, and rough
grading documents. Also included in the effort were several 3-D models of the "in-situ" impacted soils as well as "placed"
impacted soils.
Western Avenue Rehabilitation- Buena Park,California
As Project Engineer, Haslinger was responsible for the technical design of a one-mile street rehabilitation project in the City of
Buena Park. In this role, he prepared pavement rehabilitation and traffic detour plans.
Bake Parkway, 1-405 to Irvine Center Drive-Irvine,California
Haslinger served as Project Engineer for design of final improvements for this roadway design project.
East Leg, Eastern Transportation Corridor-Orange County,California
Haslinger served as Project Engineer for the conceptual alignment of a two-mile segment of toll road in Orange County,
Jeffrey Road, I-5 to Irvine Avenue-Orange County,California
As Project Engineer, Haslinger prepared final design for 2.8 miles of arterial roadway in Orange County,
171h Street Storm Drain-Huntington, Beach,California
February 3,2012; revised August 30, 2012 Page 9
M Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Haslinger, as Project Engineer, prepared plans, specifications, and estimates for this one-mile storm drain project with an outfall
directly into the Pacific Ocean. He processed plans with Caltrans District 12 for the construction of a segment of 72-inch
reinforced concrete pipe under Pacific Coast Highway,
University Heights,California State University, Fullerton-Fullerton,California
Haslinger served as Project Manager for preparation of rough grading studies,tentative mapping,and infrastructure and housing
layouts for this 6.7-acre,42-unit faculty/staff housing project for CSU Fullerton.The project provided affordable housing units for
faculty and staff.
Rancho Trabuco Elementary School-Orange County,California
As Project Manager, Haslinger oversaw the design of grading and drainage plans for this 11-acre school site in unincorporated
Orange County, He also processed plans through local agencies as well as Division of the State Architect(DSA),
Limoneira Companies EA1 Specific Plan and EIR-Santa Paula,California
Haslinger served as Project Manager for engineering analysis,at the schematic design level,to incorporate into the specific plan
for this 500-acre, 1,500-unit mixed-use development. In addition, he prepared engineering analyses for sewer, domestic water,
recycled water, storm drain, and grading to incorporate into the project's EIR study,
University of California, Santa Cruz--Santa Cruz,California
As Project Manager, Haslinger provided engineering analysis for schematic design development, construction documents, and
construction support for this 17-acre,84-unit facility and staff housing project on the University of Santa Cruz campus.
Heartland Village-Hemet,California
In his role as Project Manager, Haslinger oversaw several design teams in the preparation of supporting engineering documents
for this 700-acre, golf-course-oriented, gated community in Hemet, California. On-site issues addressed in the final engineering
efforts included grading, drainage, utilities, and roadways. Off-site issues addressed included major utility work on SR 74/79,
reconstruction of California Avenue, and design of a new flood control channel and detention basin.
Newport Ridge-Newport Coast,California
Haslinger managed preliminary and final design for all major infrastructure on this 300-acre subdivision in coastal Orange
County. In his role as Project Engineer, he was responsible for mass grading, street, sewer, water, landfill gas mitigation plans,
and final mapping.
Fort Carson-Colorado
As Project Manager, Haslinger managed technical team members of the development entity vying for the nation's first
public/private venture in military housing. Upon completion of the proposal, the development entity was awarded the project,
which consisted of building 800 sets of new quarters and renovating an additional 1,800 sets of quarters,
EDUCATION
1989 Bachelor of Science, Civil Engineering, California State University, Long Beach
REGISTRATION
Professional Engineer/Civil. 1989/California/Io.49158
February 3,2012; revised Auqust 30,2012 age 10
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Mike Gillen, PLS
u tt Zoll rS--Desigiier
Michael Gillen has participated in a wide range of endeavors from commercial, Industrial, and residential development projects
to educational and medical facilities. His extensive engineering experience includes management of both large and mid-size
projects. He has a strong background in grading plans and infrastructure design including sewer, water, and storm drains; and
has performed utility coordination, In addition, he has provided agency coordination, client and team consultant coordination,
and budget and scheduling services for his projects.
RELEVANT PROJECT EXPERIENCE
Loker Student Union Renovation and Expansion-Dominguez Hills,California
Gillen served as Project Manager for this renovation and expansion project, Work included a site work demolition and precise
grading plan; and sewer, water, and storm drain improvements. Separated into two phases, the project included the renovation
and expansion of the student union building at California State University, Dominguez Hills, Phase One encompassed
construction of a new two-story{plus basement), 61,937-square-foot facility, addition of 1,000 square feet to the existing loading
dock, and renovation of the existing 3,100-square-foot service/loading dock area, Phase Two included the renovation of the
existing 60,358-square-foot, two-story plus basement building, including an overhang area at one-half value of 8,392 square
feet,
UCI Medical Center Renovation Project-Orange,California
As Project Manager for this two-acre renovation project, Gillen prepared civil contract documents for the demolition of six
buildings to make way for installation of the new medical administration buildings.
UCI Medical Center Off-Site Larking Lot-Orange, California
As Project Manager, Gillen prepared contract documents for this 3.5-acre, off-site parking facility adjacent to the medical facility
and the 1-5 Freeway, Gillen coordinated with Caltrans throughout the plan approval process.
Fountain Valley Regional Hospital,Tenet Health System, Inc.-Fountain Valley,California
Gillen served as Project Manager for a proposed six-story medical tower and parking lot expansion. The project included
preparation of contract documents for the proposed building, a new one-acre parking lot, and reconstruction of 6.5 acres of
existing parking.
University Heights,California State University, Fullerton-Fullerton,California
Gillen served as Project Manager and prepared precise grading plans and utility infrastructure plans for affordable housing units
for the faculty of California State University, Fullerton,
Ranch View Terrace, UC Santa Cruz-Santa Cruz,California
Gillen served as Project Manager and prepared precise grading plans, street improvement plans, and utility infrastructure plans
for housing units for faculty of UC Santa Cruz.
Birtcher Business Park-Mira Loma, California
Gillen served as Project Manager and prepared precise grading plans, street improvement plans, and utility infrastructure plans
for an 98-building industriallcommerciai site.
GTE Middle School-Signal Hill, California
Gillen served as Project Manager and prepared rough grading plans, precise grading plans and utility infrastructure plans for the
project.
Katella High School-Anaheim,California
Gillen served as Project Manager and prepared precise grading and utility infrastructure plans for pavement and site renovation
for this existing high school site.
February 3,2012;revised August 30,2012 a=11
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Home Ranch Subdivision—Costa Mesa,California
As Project Engineer, Gillen prepared engineering drawings and provided construction staking services for this Standard Pacific
Corporation development, located within the City of Costa Mesa at the southeast corner of Sunflower and Susan Streets. The
tract is a combination of 60 single-family homes and 83 multi-family homes on a 16.2-acre site.This residential tract is unique in
respect to water quality since the project had to be processed with the State Water Resource Control Board, Santa Ana Region.
The project was designed to accommodate vegetated swales as a water quality feature.
EDUCATION
Undergraduate Studies: Valley College, San Bernardino, California
REGISTRATION
Professional Land Surveyor: CA/#6347
February 3,2012;revised August 30,2012 age 12
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrine Cul-de-Sac Drainage Mitigation Due to Settlement
Jim Garvin, PLS
Huitt-2°ollars-Survey Manager
As Director of Survey and Mapping in Huitt-Zollars' Irvine office, ,fames Garvin has served a diverse group of public and private
clients, bringing extensive survey experience to a wide variety of projects over the years. His experience spans a multitude of
disciplines, ranging from the preparation, processing, and management of right-of-way mapping to tract maps, parcel maps,
condominium plans, records of survey, legal descriptions, Caltrans survey control maps, and ALTA survey maps, In his
managerial role, he has maintained responsibility for all phases of the project, including negotiations, client interface and
satisfaction, scheduling, project coordination, production, and quality control.
RELATED PROJECT EXPERIENCE
State Route 22(Garden Grove Freeway), Orange County Transportation Authority-California. Garvin served as Senior
Project Surveyor for this on-call project, which consisted of boundary surveys, boundary analysis, determination of existing
freeway right-of-way lines and adjacent property lines, preparation of appraisal maps and right-of-way mapping, legal
descriptions for right-of-way acquisition, and preparation of Records of Survey for the portion of the Garden Grove Freeway
from Lewis Street to Main Street(approximately two miles).
City of Santa Ana On-Call Engineering Services Contract-Santa Ana, California. Garvin served as Project Manager for
survey services performed as part of this on-call engineering contract with the City of Santa Ana, Survey services included the
following:
■ Alton/Maple Bike Trail-Garvin provided construction staking services for grading, retaining walls, paving, and pedestrian
bridge construction for approximately 4,000 linear feet of new bike trail within existing railroad right-of-way from Flower
Street to Orange Street.
■ Eastside Neighborhood Street Rehabilitation - Garvin provided construction staking services including removal limits,
curb and gutter, street paving, and monument perpetuation corner records (pre- and post-construction) for the entire
eastside neighborhood project,
• Grand Avenue Right-of-Way Engineering - Garvin was responsible for calculations for existing and proposed right-of-
way lines, title report review, and preparation of legal descriptions and exhibits for those parcels requiring right-of-way
acquisition and temporary construction easements along Grand Avenue between McFadden Avenue and Chestnut Avenue.
• First Street Rehabilitation -Garvin provided construction staking services for curb and gutter, street paving, sewer line
construction, and monument perpetuation corner records (pre- and post-construction) for this two-mile section of First
Street from Bristol Street to Grand Avenue,
On-Call Surveying Services for Caltrans District 12-Orange County, California, Garvin served as Project Surveyor for this
contract that provided on-call surveying services, including right-of-way and local street alignment surveys, topographic surveys,
control mapping,and survey control maps,
San Joaquin Hills Transportation Corridor/Transportation Corridor Agency - Orange County, California. As Project
Surveyor, Garvin was responsible for mapping services and centerline control for SR 73 (San Joaquin Hills Transportation
Corridor). Work performed included right-of-way and boundary surveying, right-of-way mapping, boundary resolution and
determination, legal description and exhibit preparation and maintenance, centerline monumentation, and control network
augmentation and propagation.
Pacific Coast Highway- Grange County, California. Garvin served as Project Surveyor; preparing right-of-way maps and
legal descriptions for fee acquisition as well as all appurtenant easements for utilities, ingress and egress, and construction
easements for Pacific Coast Highway between the Newport Coast area and Laguna Beach, Right-of-way maps and legal
descriptions were prepared to Caltrans standards and were based on as-built conditions and the latest record of survey by the
County of Orange.
February 3,2012; revised August 30, 2012 ��a�geB
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
On-Call Surveying and Mapping Services, County of Orange, EMA -- Orange County, California. As Project Surveyor for
this on-call contract with the Orange County Surveyor's Office, Garvin coordinated surveying and mapping services. Tasks
completed included establishment of high-water take-lines at predetermined elevations along the banks of the Santa Ana River;
field boundary and topographic surveys for location of property line monumentation and lines of occupation for a two-mile
section of the Riverside Freeway in Anaheim;final monumentation of Orange County Flood Control boundaries and high-water,
take-line limits; detailed topographic survey of encroachment areas within Handy Creek in Orange; and preparation of a record
of survey showing the establishment of the centerline alignment for the entire 2-mile length of Santiago Canyon Road. Projects
also included a monumentation recovery survey utilizing GPS and conventional surveying for a segment of Irvine Avenue,
setting of final monumentation for a two-mile section of Beach Boulevard in the City of Buena Park, and preparation of a record
of survey for a portion of Laguna Canyon Road and adjoining parcels from El Toro Road north to the city limits of the City of
Irvine.
Avery Parkway/1-5 Freeway Topographic Survey — Laguna Niguel, California. As Project Surveyor, Garvin provided
1-inch=40-foot-scale aerial topographic mapping for this street/ramp improvement project(approximately 1,240 linear feet along
Avery Parkway). Work included aerial control, centerline recovery survey, cross-sections and design topographic survey, and
establishment of existing right-of-way lines. Garvin served as Project Manager for this effort
EDUCATION
Undergraduate Studies,Fullerton College
REGISTRATION
Professional Land surveyor, CA/#6343
February 3,202;revised August 30,2012 age 14
Professional Design Services for
El Camino Real at Don Juan Retaining Wail and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
GREGORY P.SILVER, PE,GE
CMii Ceotechnicai
Greg Silver has more than 20 years of progressively responsible engineering and management experience in a wide variety of
geotechnical engineering projects. He has worked successfully for and with industrial, residential and commercial developers,
master community planners, and governmental agencies. He has extensive experience in landslide evaluation and remediation
design, geotechnical instrumentation, residential and commercial development, public works projects, municipality consultation,
mechanically stabilized earth walls and forensic projects. In addition, he has served as an expert witness in regards to numerous
geotechnical issues over the last 14 years. Over the period of 1988 to 1997, Silver was City Geotechnical Engineer for
numerous cities throughout Southern California, Currently, Silver serves as Vice President, Principal Engineer and manages the
Geotechnical Engineering Group at GMU Geotechnical, Inc., where he is responsible for geotechnical engineering design and
forensic projects. Silver currently serves on the Board of Directors for the California Geotechnical Engineers Association
(CGEA).Selected projects representative of Silver's experience follow.
RELEVANT PROJECT EXPERIENCE
The Irvine Company Development Areas 2C4 and 5-County of Orange, California
Mr, Silver was responsible for the design and construction oversight of numerous walls through the Newport Coast development
area for The Irvine Company.Wall heights range up to 25 feet in height.
Ladera Development-County of Orange, California
Design and construction oversight of 50 foot high "Loffel" type MSE wall at the entrance to the Ladera Development in South
Orange County.The wall was the highest wall permitted in the County of Grange to date, Due to the walls height it involved an
extensive design and review process. In addition, the wail was instrumented with slope inclinometers and an array of specially
designed survey points integrated into the block facing. An abstract for a paper describing the wall design and instrumentation
results has been accepted to the ASCE GEO-DENVER 2000 Conference.
Distressed"Keystone"Wall Evaluation-Placentia, California
Greg performed the forensic evaluation of distressed "Keystone"wall for Shea Homes.
Crystal Cove Access Road-Orange County, California
Design of up to 40-foot-high MSE wall to support a major access road to a detention basin and recreation area. Special design
considerations included: high seismic area, use of select backfill in both reinforced and retained zones, and erosion protection at
the toe of the wall.
Spectrum 5 Commercial Development Area-Irvine, California
Design and construction oversight for more than 1,700 lineal feet of a"Loffel"type MSE wall.
City of Irvine/Irvine Industrial Company- Irvine Center Drive Lake Forest Drive, and Sand Canyon Boulevard Street
Widening-Irvine, California
Principal Geotechnical Engineering Oversight of design and construction.
City of San Clemente/Talega Associates-Avenida Vista Hermosa, Avenida La Pata, Avenida Fresas,Avenida Saluda,
and Avenida Talega-San Clemente, California
Principal Geotechnical Engineering Oversight of design and construction,
La Pata A venue Extension-County of Orange/City of San Juan Capistrano/City of San Clemente, California
Principal Geotechnical Engineering Oversight and Project Management for Planning, EIR and Design.
Las Flores Bridge-Malibu, California
Project Engineer/Manager-Evaluation of bridge design and alternatives for the City of Malibu,
Crown Valley Parkway Bridge-County of Orange, California
Project Engineer/Manager Lead geotechnical engineer for 238-meter-long bridge 27-meter-high bridge, Detailed geotechnical
analysis for pile foundation design, abutment design,and geotechnical input to bedrock scour design,
Washington Boulevard Bridge-Los Angeles County, California
Project Engineer-Geotechnical investigation and design for seismic retrofit of existing bridge.
February 3,2012;revised August 30,2012 age 15
`r Professional Design Services for
EI Camino Zeal at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Oso Parkway Pedestrian Bridge-County of Orange, California
Project Engineer-Geotechnical design for 65-foot span pedestrian bridge.
"A"Street Bridge at Barranca Parkway--Irvine, California
Project Engineer/Manager-Geotechnical investigation and design for new bridge over San Diego Creels.
"Los Angeles Avenue Bridge"-Moorpark, California
Project Engineer/Manager- Geotechnical assessment of proposed bridge expansion and retrofit, Development of preliminary
design recommendations.
Tustin Avenue Bridge Widening-Anaheim, California
Principal Geotechnical Engineering Oversight for widening project of existing bridge.
Antonio Parkway Bridge Widening-County of Orange/Ladera, California
Principal Geotechnical Engineering Oversight for widening project of existing bridge.
EDUCATION
Master of Science, Civil Engineering--California State University, Long Beach
Bachelor of Art, Geological Sciences-University of California at Santa Barbara
REGISTRATION
Professional Engineer/Geotechnical: California
Professional Engineer/Civil: California; Nevada
February 3,2012;revised August 30, 2012 age 16
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Pat Maxon, RPA
BonTerra.Registered Professiolral Arctraeologist
Patrick Maxon will be the Archaeologist for the project. Mr. Maxon meets the Secretary of the Interior's professional standards
for Archaeology(36 Code of Federal Regulations[CFRj 61); is a Registered Professional Archaeologist(RPA); and is a certified
Archaeologist in the County of Orange. He also meets the report preparation requirements of San Jan Capistrano City Council
Policy Number 601, which details the City's administrative procedures for considering cultural resources during development
projects. Mr. Maxon has 18 years of professional cultural resources management experience in Southern California and
considerable project experience in the City of San Juan Capistrano. BonTerra Consulting maintains a number of qualified
monitors on staff with varied experience throughout the Southern California region. Mr. Maxon will oversee the monitor working
on this project for the City of San Juan Capistrano,
Mr. Maxon is aware of the City's requirements for this project. BonTerra Consulting has retained the services of the Juaneo
Band of Mission Indians, Acjachemen Nation (David Belardes group) to conduct Native American monitoring together with the
BonTerra Consulting archaeologist. Both BonTerra Consulting and Mr. Maxon have worked together for many years with the
Juaneno.The Juaneno representative would monitor only when accompanied by a BonTerra Consulting Archaeological Monitor,
Mr, Maxon has extensive experience working in San Juan Capistrano and as such is knowledgeable of the project area, and
that most of San Juan Capistrano requires a sensitivity to the presence of buried cultural resources. Prehistoric sites may be
buried in the subsurface and the possible presence of buried historic resources is elevated in the vicinity of historic structures.
RELEVANT PROJECT EXPERIENCE
Metrolink Grade Crossings Improvement Project Cultural Resources Monitoring, San Juan Capistrano. The Metrolink
Grade Crossings Improvement Project consists of the monitoring of trenching and other excavations for upgrades to four
Metrolink and City street intersections, which are undertaken by three separate contractors under three separate contracts. The
contractors include Herzog Contracting Corporation, Mass Electric Construction, and Reyes Construction, Project construction
includes the Metrolink Line intersections with Oso Road, La Zana Sheet, Dei Obispo Street, and Verdugo Street and must be
monitored under the City of San Juan Capistrano City Council Policy No, 601. Monitoring of site work commenced in early
March 2011. To date, monitors have recovered several instances of animal bone and minimal amounts of modern refuse. One
collection of bones recovered at La ganja Street was suspected of being human; however, the Orange County Coroner
determined that the bones were not of human origin. Excavation work is ongoing at three of the four locations (Verdugo Road
will begin later)and will continue into 2012.
Chevron Service Station Hydrocarbon Remediation System Project, San Juan Capistrano, Mr, Maxon was the Project
Manager for the monitoring program for the Chevron Gas Station trenching project located at the southwestern corner of Del
Obispo Street and Camino Capistrano in the City of San Juan Capistrano. The project consists of the installation of a
hydrocarbon remediation system that requires underground piping to various on-site wells and entailed trenching down to 48
inches below grade. No significant cultural resources were recovered.
Mission San Juan Capistrano Gift Shop Archaeological and Native American Monitoring, San Juan Capistrano. Mr.
Maxon performed Archaeological and Native American Monitoring at the Mission San Juan Capistrano gift shop, Geotechnical
trenching was conducted to determine what was damaging the gift shop walls.
Mission San Juan Capistrano Peregrine Chapel Archaeological Monitoring, San Juan Capistrano, Mr. Maxon served as
the Project Manager for the archaeological monitoring of Peregrine Chapel. He oversaw archaeological monitoring; coordinated
with the Native American Most Likely Descendent;and assisted in report preparation.
Valle Road Improvements Cultural and Paleontological Services, Surveys and Monitoring, San Juan Capistrano. Mr.
Maxon was responsible for cultural and paleontological literature reviews; Native American consultation; cultural and
paleontological surveys of 18 acres; and 12 weeks of full-time monitoring during grading.
February 3,2012;revised August 30,2012 age 17
HLMT-ZAM
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Huitt-Zollars Experience
Design Survey and Civil Engineering Services for the Bluff Cove Landslide Remediation-Palos Verdes Estates:
Huitt-Zollars performed design survey and prepared the civil design and roadway reconstruction plans for the Bluff Cove
Landslide remediation project. The project consists of the construction of a soldier pile wall adjacent to Palos Verdes Drive
West north of Via Monte Mar to mitigate the effects of the Bluff Cove Landslide on the roadway,which has been eroded away by
the slide. Preparation of specifications and engineer's estimates, and utility coordination services, were also provided. Huitt-
Zollars performed this work as a subconsutant to GMU Geotechnical, which provided the structural and geotechnical design of
soldier pile wall and landslide remediation.
Oso/Marguerite Intersection Widening-Mission Viejo,California:
uitf-Zollars prepared and directed detailed studies for final geometrics and prepared final construction documents for this City
project to add one through-lane in each direction on Oso Parkway, right-turn-only lanes in each direction on Marguerite
Parkway, and create double left-turn lanes in all four directions of the existing arterial highway intersection. Raised medians on
all four legs of the intersection were completely reconfigured. Design constraints included access to existing developments, an
adjacent hillside slope buttress, major water pressure reducing station, and other utility vaults and facilities.This project affected
4,600 linear feet of highway, three signalized intersections, and included 1,700 linear feet of retaining walls. Topographic
surveys were provided and construction plans, specifications, and estimates were prepared, uitt-Zollars also coordinated the
work of sub consultants for environmental documentation,traffic engineering, landscape architecture, and cost estimating.
Blufftop Beach Restrooms-Huntington Beach,California
This project provided permanent sanitary, well lit universally accessible restrooms along one of Southern California's most used
beached. There were four restroorns placed every quarter mile along the beach. Due to the need to comply with the Americans
with Disabilities Act, and the restrooms being situated close to the bluff, ramps were required for access resulting in retaining
walls, some of which were over 5 feet in height, These state of the art facilities are powered by Photo Voltaic panels which
provide electrical power and lighting to the structures.
Antonio Parkway Widening-Orange County,California
Huitt-Zollars prepared construction documents for two phases (Phase 1 & 3) of this OC Public Works Project, which was
contracted by developer Rancho Mission Viejo(RMV), This unique partnership between the County and RMV proved to be very
successful in delivering a fully funded (local, state, and federal) project consisting of approximately 900 feet of bridge widening
and 1.5 miles of roadway widening. The construction plans included 1,900 feet of roadway widening (from four lanes to six
lanes), 11.5 acres of grading, 2,500 feet of storm drains, 4,223 feet of domestic water lines, 2,478 feet of recycled water lines,
450 feet of sewer line, and numerous local relocation plans for existing utility crossings. The project also included two unique
low-flow diversion structures for managing storm water quality. Huitt-Zollars managed sub consultants (contracted directly with
RMV) for landscaping, geotechnical, and irrigation design; and he managed a direct consultant for structural design of a 200-
foot-long soldier pile retaining wall and a structural analysis for construction activities over Santa Margarita Water District's
(SMWD)42-Inch Sewer Outfall Line,
Subconseltant Team Members ExAerience
Geo-structural Design(GMU Geotechnical)-Various Locations
• County of Orange-Antonio Parkway at Ortega; Masonry Retaining Wall Design; Client: Rancho Mission Viejo
• City of Newport Beach-Galaxy Drive; Soil Nail Wall; Client: City of Newport Beach
• Coto de Caza/Orange County-Via Violetta Lane; Masonry and MSE Wall Design; Client: Mr. Pete Capriotti
• County of Orange/Irvine Coast-Crystal Cove Master Planned Community; MSE Wall Design; Client: The Irvine
Company
• Rancho Palos Verdes-Palos Verdes drive North; Solider Pile and Tie-back Wall; Client: City of Rancho Palos Verdes
• Fullerton; Masonry Retaining Wall; Client: DTE Rebar and Post Tension
• Coto de Caza/Orange County-Trigo Trail, Masonry and MSE Wall Design;Client: Mr. Mc Fadden
February 3,2012;revised Auqust 30,2012 < age 18
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Pavement Rehabilitation(GMU Geotechnical)—Various Locations
Select pavement rehabilitation projects GMU has worked on include:
• Pacific Coast Highway, Golden Lantern, Stonehill Drive, Del Obispo Street, & Camino Capistrano: Client: City of Dana
Point
• Irvine Center Drive, Lake Forest Drive, Bake Parkway, Portola Parkway, and Sand Canyon Avenue: Client: City of
Irvine
■ Golden Lantern, Camino Del Avion, Niguel Road, Cabot Road, Paseo de las Colinas, and Camino Capistrano: Client:
City of Laguna Niguel
• Santa Margarita Parkway and Antonio Parkway: Client: City of Rancho Santa Margarita
of Antonio Parkway Widening, Ladera Ranch: Client: Rancho Mission Viejo/County of Orange
Southern Subregion Natural Community Conservation Program Ad Hoc Committee Alternative 1 and 2 Baseline
Science Advisors'Principles Review,San Juan Capistrano(BonTerra Consulting)
BonTerra Consulting prepared a review of the NCCP Alternative 1 and 2- Baseline Science Advisors'Principles, prepared by
the Southern Subregion Natural Community Conservation Pian (NCCP) Ad Hoc Committee. The Principles were reviewed in
comparison to the Principles of Reserve Design Species Conservation and Adaptive Management for the Proposed Southern
Orange County NCCP(NCCP Principles)(May 1997, The Southern Orange County NCCP Science Advisors)and the potential
conflicts with the biological viability of open space areas within the City of San Juan Capistrano.The City used this information in
its participation in the Southern Subregion NCCP program during the formulation of the program in areas that interface with the
City's corporate boundaries.
Vereda Bikeway Gap Closure Project San Juan Capistrano(BonTerra Consulting)
BonTerra Consulting served as the environmental consultant to the City of San Juan Capistrano for the Vereda Bikeway Gap
Closure Project. The project, located within the City of San Juan Capistrano and adjacent to San Juan Creek, proposed to
construct a new undercrossing of the Los Angeles—San Diego(LOSSAN) Rail Corridor and to create a grade separation for the
Vereda Bikeway, which will ultimately connect the eastern city limits of San Juan Capistrano with Doheny State Beach. Project
actions include, but are not limited to, a new paved bikeway, a new railroad bridge, retaining walls, modification of the existing
drainage system, and utility relocation within the project limits. Key environmental issues of concern include the presence of
contaminated soils and concerns regarding the project's proximity to San Juan Creek.Technical studies prepared in conjunction
with this project include a Cultural Resources Reconnaissance; a Phase I Initial Site Assessment and associated Subsurface
Investigation; a Water Quality Evaluation; a Floodpiain Evaluation; and a Delineation of Jurisdictional Waters and associated
consultation with the California Department of Fish and Game(CDFG) and the USACE.
February 3,2012;revised August 30, 2012 =19
H" A Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Project Understanding, Approach & Scope of Services
In this section of the proposal,we will first provide a narrative of our understanding of the project, primarily through addressing
the myriad of issues associated with such a project,followed by our approach and scope of services.
Project Understanding
The City of San Juan Capistrano proposes capital improvements at two locations: a retaining wail on EI Camino Real at Don
Juan Avenue and street/drainage improvements in the Paseo Peregrino Cul-de-sac.
The retaining wall along the west side EI Camino Real is needed to mitigate slope erosion and protect the integrity of the
roadway. The work in the Paseo Peregrino Cul-de-sac will provide for localized drainage repairs and replace damaged curb
and gutter.
Project Approach
Our proposed project manager/project engineer for this project performed field reconnaissance of both streets. There are
several key issues noted that will be addressed during the design of the project. These are:
EI Camino Real at Don Juan Avenue: Paseo Peregrino Cul-de-sac
What type of wall is best? Deterioration primarily in and around outer radius of
Existence of Pepper Trees cul-de-sac bulb
Need to improve drainage
Minimize disturbed area
Need to protect utilities
Some of these issues we have identified are elaborated upon below.
What type of wail is best?
The RFP stated that a soldier pile wall was suggested along El Camino Real, Based on our field
reconnaissance, this type of wall is not necessary as it is more appropriate for mitigating slope failures
due to land movement or for retaining slopes much higher than at this site. The issue here is one of erosion and sloughing;
thus, our approach will be to develop a solution that utilizes a conventional wall system, such as a CMU or cast-in-place wall
with cantilever footings. This will be a much less costly effort than constructing a soldier pile wall. An initial stage of the
design process will be to develop wall type selection concepts, assess impacts to adjacent school district property, and
provide options for an integral or veneered architectural treatment.
Existence of pepper trees. Pepper trees line the west side of EI Camino Real, Trees are always a
,. resource that should be protected,especially when they are historic in nature.
I Retaining wall design concepts need to incorporate context-sensitive solutions to address incorporating
the City's natural resources into proposed retaining solutions. Unfortunately, pepper trees do not have a
indefinite life span nor reach the age of the grand oaks we often hear about. However,depending on the age and condition of
the pepper trees, one solution may be to begin a pepper tree replacement program whereby the trees that are most stressed
and in conflict with a new wall are removed now and new replacement pepper trees planted as part of the project. Then,over
the next several years, trees can be removed and replaced as warranted. A program such as this will maintain the existing
character of the neighborhood. Partnering with the City's arborist and the school district,whom we understands maintains the
trees,will be an important step in developing such a plan if this is the most appropriate approach.
February 3, 2012; revised Auqust 30,2012 Page 20
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FI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Associated with natural resources are cultural resources. Our proposal includes providing cultural resource monitoring during
exploratory excavations.
Need to improve drainage. The RFP mentions that recent heavy rains have eroded the slope. Overall
this appears to be the case. However, it was also noted that there are areas of severe erosion as if runoff
overtopped the curb,such as in the area immediately across from the centerline of Don Juan Avenue.
Our approach will be do review the drainage pattern at the El Camino Real/Don Juan intersection and
� consider constructing a higher barrier along the west side of EI Camino Real adjacent to Don Juan
Avenue,such as a standard 8-inch curb. Additionally,design of the retaining wall will incorporate appropriate drainage swales
behind the wall to convey runoff.
Minimize disturbed areas. The Model Water Quality Management Plan (WQMP) for South County
^ essentially states that a public agency project of 5,000 square feet or more shall incorporate United
States Environmental Protection Agency (USEPA) guidance, "Managing Wet Weather with Green Infrastructure: Green
Streets" in a manner consistent with the maximum extent practicable(MEP)standard.
Horizontal disturbance will mainly be from construction of footings for the retaining wall. Our design will
' attempt to minimize the extent of disturbance in an attempt to remain below the 5,000 square foot limit for
disturbed area. Minimizing the disturbed area for any associated drainage improvements will be considered as well,
Need to protect utilities. It is anticipated the utility coordination will be minimal for this project. However,
during our field reconnaissance, it was noted that power poles and appurtenant guy wires exist along the
west side of EI Camino Real along the subject slope.
The primary focus of our utility effort will be to notify SDG&E (Patti Good) of the project and proposed
improvements, This will allow them to begin to develop appropriate mitigation measure to accommodate
construction (such as temporary support) and to identify necessary utility work windows that the contractor must provide in
order for SDG&E to perform their work during the construction period. In addition to this work, our plans will incorporate and
identify existing utilities based on available record information provided by the affected agencies as well as our field survey.
Deterioration primarily in and around outer radius of cul-de-sac bulb. What caused the damage in the
Paseo Peregrino Cul-de-sac?
Based on our preliminary field reconnaissance of the Paseo Peregrino cul-de-sac, it is felt that there does
not appear to be any significant geotechnical issues that would lead to the damage noted to the
pavement and curb and gutter around the outer radius of the cul-de-sac bulb. One theory is that the damage has slowly
occurred over the years by heavily loaded trash trucks, as the damage appears to be from local roadway fatigue. Our scope
of work will include a site visit by a registered geologist and geotechnical engineer in order to perform a non-destructive, visual
assessment of the area to confirm this theory. Should this be the case, removal and replacement of damaged curb, gutter and
sidewalk and pavement overlay as outlined in the RFP will be a reasonable solution. To add additional support to
accommodate roadway loads, aggregate base and steel reinforcing can be specified as part of the construction of curb and
gutter, a thickened asphalt concrete section can be constructed adjacent to the curb. These would be cost effective solutions
to provide for a higher level of long-term performance of the roadway improvements,
February 3,2012;revised Auqust 30,2012 Page 21
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Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Scope of Services
EL CAMINO REAL AT DON JUAN AVENUE RETAINING WALL(CIP07111)
Phase 1: Preliminary Engineering
Task 1.1 —Obtain City Plans
Working with City staff, Huift-Zollars (HZ) will research record City plans for roadway, storm drain, sewer, water and
whatever else may be available within and around the project limits.
Task 1.2—Coordination with Dry Utility Prodders and Potholing
A. HZ will send letters to utility providers, including electric, telephone, cable TV, and gas company etc. to obtain
their record drawings for the project area. This information, together with the survey data and field walks will be
utilized to plot these utilities.
B. HZ will provide utility company notification letters to these same utility providers at the preliminary stage of
design for the purpose of seeking input for potential future facilities, conflict resolution and the need for
relocations if necessary, We will provide this information at the preliminary phase, and again at the final design
phase.All correspondence outgoing and incoming will be provided to the City.
C. HZ will coordinate potholing as may be necessary through a sub-contract with a company that specializes in the
soft-dig methodology of utility location. For the purposes of this proposal, we have provided a budget amount
for this effort.
Task 1.3-Topographic Survey
Research record data including Assessor's Parcel Mapping, recorded subdivision mapping, Record of Surveys, and
centerline tie information as available from the County of Orange and the City for calculation of the street alignment
and existing RIW information.
Recover the existing monumentation along the centerline of EI Camino Real and Don Juan Avenue for use as a
Basis of Bearings and horizontal control. The Orange County Department of Public Works Vertical Control Network
will be utilized for vertical control, and we will utilize either the NGVD29 or the NAVD88 datum as directed by the City.
This work will include cross sections at 25-foot intervals along EI Camino Real(approximately 500 L.F.)extending the
sections from the east right of way and into the parking lot of the CUSD property. Sufficient shots will be taken at
grade breaks,tops and toes of slopes,walls etc.to prepare a Digital Terrain Model of the existing surface. Work also
includes location of all utilities (above ground), drainage structures and paths, trees, signs, street lights, and other
appurtenant improvements in the project area,
Task 1.A--Site Assessment and Concepts
Utilizing survey data, HZ will prepare a t" = 20' base plan that will include topography, existing utility information,
trees and existing improvements. From this base information, the HZ team will provide concepts for consideration by
the City. The concepts will only be"engineered"to point of providing a reasonable opinion of footprint impact. These
concepts will include schematic versions of a standard plan (Caltrans) wall, and c) an engineered wall that may be
constructed with CMU or be cast-in-place.Additionally,options can be provided to address an architectural treatment
that is either veneered or integral to construction, With each of these concepts, a Preliminary Engineers Opinion of
Probable Cost will be prepared and provided to the City with the conceptual layouts. From this information, the HZ
team will be relying on direction from the City as to which alternative that they desire. The HZ team will not proceed
with final design of the wall until directed to by the City based on the City's preferred alternative.
February 3,2012; revised Auqust 30,2012 Page 22
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Task 1.5--Miscellaneous Issues
A. The HZ team has prepared this proposal based on providing engineering design for a soldier pile retaining wall
as noted in the IFP, As stated above, we will also provide alternatives within the Preliminary Design Phase.
Alternative wall aesthetics will also be considered, Once the preferred alternative has been selected by the City,
our geotechnical team member, GMU Geotechnicai will perform their exploration and prepare a report.
B. It is understood the existing pepper frees are in integral component of the wall design.We have not included an
arborist on our team as it was stated in a conversation with the City that they would provide that service. Should
the trees be healthy and the determination made that they should be saved, the wall design will respect the
trees.
C. in conjunction with the wall design, street improvement plans have been noted as necessary to address
eliminate the potential for the erosion that took place with the existing improvements.
D. Drainage will be an important consideration in order to keep the roadway water from entering the CUSD
property. This may be able to be achieved with gutters at the driveways and will be considered through the
design process.
E. Guardrails will be considered and presented to the City if requested after the conceptual design is chosen by
the City.
F. Utility relocations will be addressed as a part of this project should they be necessary, but since this is
something that can't be determined until after design is complete,we have not provided a fee associated with it.
However, disposition of surface features such as fire hydrants, manholes,valves,etc. will be noted on the plans
developed in Task 3,1
G. Geo-structural services will be provided by GMU Geotechnical. HZ and GMU have worked together for decades
and have a very good working relationship, They will be responsible for the structural calculations for the wall
should a standard plan wall not be used.
H. We will prepare a Preliminary Concept Pian based on the alternative selected by the City for the City's use in
developing the environmental determination. Other than this plan, the environmental determination will be
accomplished by the City.
1. Archaeological and Native American monitoring will be provided by BonTerra Consulting, who will provide
trained and qualified personnel to monitor all required project-related ground-disturbing activities during the
design phase to satisfy the cultural resources monitoring requirements of San Juan Capistrano City Council
Policy Number 601. As with GMU, HZ and BonTerra have a longstanding working relationship on many
projects in south Orange County,
Task 1.6-Preliminary Engineers Opinion of Probable Costs
Based upon the City's selection of their preferred alternative, the HZ team will refine the EOPC conceptually
presented for each alternative as noted above under Task 1.4.
Task 1.7-Meetings
Based upon the number of meetings requested in the RFP (4), it is assumed that these meeting will be 3 hours each
for a total of 12 hours. In addition, we have included 8 hours for internal team meetings for a total of 20 hours for the
project manager.
We are also including 2 meetings for attending the Development Advisory Board meeting and the City Council
meetings at 4 hours each for an additional 8 hours.
February 3, 2012;revised August 30, 2012 Page 23
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El Camino Real at Don.Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Phase 2: Environmental Determination
With the exception of preparing a plan for the City's use in this process, (see item 5H above), The HZ team has not
included this item in our scope of work.
Phase 3: Final Engineering
Task 3.1 -Street Improvement Plans 1 Retaining Wall Plans
Our team will prepare construction documents including street improvement plans and retaining wall pians in
accordance with the City's requirements for the preparation of these types of plans. This design effort will only begin
after the City has selected the preferred alternative.
Task 3.2-Structural Calculations and Analysis
In support of the structural calculations and analysis for retaining wall concepts and design, the following geo-
structural work will be performed:
• Geotechnical Investigation consisting of backhoe trenches at the toe of slope.
0 1 full day of backhoe
o Goals of the backhoe trenches are:
■ Geotechnical characterization of wall
Identify hearing material for wall
E Collect samples for geotechnical testing
o Assumes:
E Full access from parking lot below,
No permits required
No obstructions(i.e.utilities)at toe
a Backhoe trenches will be logged by engineer/geologist
a Archeological and Native American monitoring will be conducted during on-site geotechnical
investigations.
• Laboratory testing
o Perform the following tests: moisture and density,Atterberg limit and grain size,compaction,
con solid ationlhydro-collapse,direct shear tests, and corrosion tests.
• Geotechnical analysis
o Develop soil pressure model for structural design
o Global slope stability(Le, below wall structure)
o Assumption:A standard geotechnical report will not be prepared;a summary of findings will be included
with structural calculations, Design will be a geo-structural design.
• Structural analysis
o Analyze various cantilevered wall scenarios(i.e,varying wall heights, sloping conditions, etc.)
o Structural design of conventional cantilevered masonry or cast-in-place wall
■ Develop plans and specs for wall.
Task 3.3-Project Specifications
HZ with the input from the other team members will prepare the Schedule of Work Items,the Special Provisions and
the Detail Specifications & Method of Payment sections of the Project Specifications based on the City's boilerplate
and Greebook support.
le
February 3,2012; revised Auqust 30,2012 Page 24
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Paseo Peregrino Cul-de-Sac Drainage]Mitigation Due to Settlement
Task 3.4-Final Engineers Opinion of Probable Costs
Based upon the Final Construction Documents,the HZ team will prepare the EOPC,
Task 3.5-Deliverables
The deliverables for this project will include:
A. 24"X36" reproducible mylars.
B. CD containing ACRD.dwg files of plans in accordance with the City's digital submission standards
C. CD containing pdf files of plan set for printing at 11`X17".
D. CID containing Specifications
E. CD containing structural calculations
Task 3.6-Reimbursables
We have included a budget amount for reimbursable expenses such as reproduction, mileage, etc.
Task 4.0-Items Specifically Excluded From This Proposal
A. The services of an Arborist(to be provided by City).
B. Utility Relocation costs(as this cannot be determined at this time),
C. Hydrology and hydraulic analysis
D. Construction Support Services including Bid Support.
E. Permitting.
PASEO PEREGRINO CUL-IDE-SAC DRAINAGE MITIGATION DUE TO SETTLEMENT(CIP12501)
Phase 1: Preliminary Engineering
Task 1.1 -Obtain City Plans
Working with City staff, Huitt-Zollars (HZ)will research record City plans for roadway, storm drain, sewer, water and
whatever else may be available within and around the project limits.
Task 1.2-Coordination with Dry Utility Providers
A. HZ will send letters to utility providers, including electric, telephone, cable TV, and gas company etc. to obtain
their record drawings for the project area. This information,together with the survey data and field walks will be
utilized to plot these utilities.
B. If necessary, HZ will provide utility company notification letters to these same utility providers at the preliminary
stage of design for the purpose of seeking Input for potential future facilities,conflict resolution and the need for
any relocations. We will provide this information at the preliminary phase, and again at the final design phase,
All correspondence outgoing and incoming will be provided to the City,
Task 13-Topographic Survey
Research record data including Assessor's Parcel Mapping, recorded subdivision mapping, Record of Surveys, and
centerline tie information as available from the County of Orange and the City for calculation of the street alignment
and existing RIW information.
February 3, 2012;revised August 30, 2012 Page 25
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Professional Design Services for
Ef Camino Real at Dors Juan Retaining Wall and
Paseo Peregrines Cul-de-Sac Drainage Mitigation Due to Settlement
Recover the existing monumentation along the centerline of Paseo Peregrino for use as a Basis of Bearings and
horizontal control. The Orange County Department of Public Works Vertical Control Network will be utilized for
vertical control,and we will utilize either the NGVD29 or the NAVD88 datum as directed by the City.
This work will include sufficient survey to design improvements necessary within the cul-de-sac area, Work also
includes location of all utilities (above ground), drainage structures and paths, trees, signs, street lights, and other
appurtenant improvements in the project area.
Task 1A-Site Assessment and Concepts
Utilizing survey data, HZ will prepare a " =20' base plan that will include topography, existing utility information and
existing improvements. From this base information, HZ will prepare a conceptual pian showing the solution to the
problem. We will not proceed with final design until directed to by the City based on the City's approval of the
proposed solution.
GMU Geotechnical will perform on-site field reconnaissance with a geotechnical engineer who has
hills idellandslid elpavement experience and expertise to perform a non-destructive, visual assessment of the area, in
order that they can provide their perspective and advise on proposed rehabilitation strategies for the cul-de-sac.
Task 1.6-Preliminary Engineers Opinion of Probable Costs
Based upon the City's approval of the solution presented, HZ will prepare a Preliminary EOPC,
Task 1.7-Meetings
It is assumed that the meetings for the EI Camino Real at Don Juan Avenue project included above will also serve
the purpose for discussions necessary for this project,so no meeting time has been included herein,
Phase 2: Final Engineering
Task 2.1 -Street Improvement Plans
Our team will prepare construction documents including street improvement plans in accordance with the City's
requirements for the preparation of these types of plans. Street improvements may include curb, gutter and sidewalk
replacement or repair, pavement rehabilitation, and replacement or repair of catch basin and storm drain connector
pipe to match existing. Separate storm drain plan and profile sheets are not proposed.
GMU will develop pavement rehab strategy for overlay of cul-de-sac and thickened AC section adjacent to curb and
gutter for truck loading utilizing assumed R-value and Ti, and present results in a brief memo.
Task 2.2-Project Specifications
HZ will prepare the Schedule of Work Items, the Special Provisions and the Detail Specifications & Method of
Payment sections of the Project Specifications based on the City's boilerplate and Greenbook support,
Task 2.3--Final Engineers Opinion of Probable Costs
Based upon the Final Construction Documents, HZ will prepare the EOPC.
February 3,2012;revised August 30,2012 Page 26
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Task 2.4-Deliverables
The deliverables for this project will include:
A. 24"X36"reproducible mylars,
B. CD containing ACAD ,dwg files of plans in accordance with the City's digital submission standards
C. CD containing pdf files of plan set for printing at 11'X17".
D. CD containing Specifications
Task 2.6-Reimbursables
We have included a budget amount for reimbursable expenses such as reproduction, mileage,etc,
Task 3.0-Items Specifically Excluded From This Proposal
A. Potholing.
B. Utility Relocation design costs
C. Environmental Determination
D. Construction Support Services including Bid Support.
E. Permitting.
Project Schedule
Weeks from NTP
Task game
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Project Management
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Data Collection/Field Survey I
60% PS&E
�s
.10
95% PS&E i
Agency Review
Fi ISE .
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Fee Schedule
The proposed fees to provide the scope of work outlined herein this proposal are as follows:
• EI Camino Real at Don Juan Avenue Retaining Wail $48,425
• Paseo Peregrino Cul-de-sac Drainage Mitigation: $16,870
These fees are predicated on award of both projects to Huitt-Zollars, Inc. concurrently.
Detailed fee breakdowns can be found on the following page.
February 3,2012; revised Auqust 30,2012 �Page�27
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Professional Design Services for
Fl Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Sample Agreement & Insurance
Revisions to Sample Agreement
Huitt-Zollars has reviewed the Sample Agreement and shall meet the requirements upon selection.
February 3, 2012;revised August 30, 2012 ZPa :e2 9
Professional Design Services for
El Camino Real at Don Juan Retaining Wail and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Clue to Settlement
References
HUITT-ZOLLARS
Jeff Thompson,dice President Kenny Nguyen, Senior Civil Engineer
RMV,entitlement Company(Rancho Mission Viejo) City of Santa Ana
Phone: 949.240.3363 Phone: 714.647.5632
Har Per. , er n e iyo ", b;'. dor f U'bhc W'or s
X Planned Cor munitres CIC Public JrWorks City of Lawndale
Cvty of Orange, CA Phone 310.973 3266.
Phone:'714.667.9655 .
February 3,2012; revised Auqust 30,2012 Page 30
32400 PASEO ADEL.ANT® J MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675
(949)493-1979 S4PAFlLEIJATD
(949)493-9053 FA% ® �` AE6AfAAA7EA LAURAFREESE
ESiA6l1SNEA 4 1961
LARRY KRAMER
www.sat?juancapistrano.org 1776 DEREK REEVE
,lOHPd TAYLOR
TRANSMITTAL
TO:
Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
DATE: September 24, 2012
FROM: Christy Jakl, Deputy City Clerk (949) 443-6310
RE: Personal Services Agreement — Prepare Plans, Specifications and Cost Estimates for El
Camino Real/Don Juan Retaining Wall Project (CIP 07111) & Paseo Peregrino Cul-De Sac
Drainage Mitigation Due to Soil Subsidence Project (CIP 12501)
Thank you for maintaining documentation confirming compliance with the terms of the
agreement related to insurance.
Please keep in mind this documentation must remain current with our office during the term of
the agreements. If you have questions related to insurance requirements, please call me at
(949) 443-6310.
If you have questions concerning the agreement, please contact Khoon Tan, Associate
Engineer at (949) 443-6353.
Enclosed is an original agreement for your records.
Cc: Khoon Tan, Associate Engineer
San Juan Capistrano,- Preserving the Past to .Enhance the Future
PrOted on 900%recycled paper
911812012
gs ,
D7
City of San Juan C pistrano
Agenda ort
v
TO: Karen P. Brust, City Ma
FROM: James G. ryv:
V]
ss; Interim Public Works Director
Prepared K oon Tan, P.E., Associate Engineer fez"
DATE: Septemb r 18, 012
SUBJECT: Considerat)Qr ,,of Approval of a Personal Services Agreement to Prepare
Plans, Specifications, and Cost Estimates for the EI Camino Real at Don
Juan Avenue Retaining Wall Project, and the Paseo Peregrino Cul-De-
Sac Drainage Mitigation Due to Soil Subsidence Project (CIP No. 07111
and CIP No. 12501) (Huitt-Zollars, Inc.)
RECOMMENDATION:
By motion,
1. Approve a Personal Services Agreement with Huitt-Zollars, Inc. for $65,295 to
prepare Plans, Specifications, and Cost Estimates for the El Camino Real at Don
Juan Avenue Retaining Wall Project, and the Paseo Peregrino Cul-De-Sac
Drainage Mitigation Due to Soil Subsidence Project; and,
2. Approve a budget transfer of $5,000 from Capital Improvement Program No.
07111 to Capital Improvement Program No. 12501; and,
3. Authorize the City Manager to approve change orders up to 10% of the contract
amount.
EXECUTIVE SUMMARY:
Staff has solicited proposals to prepare Plans, Specifications, and Cost Estimates for
the El Camino Real at Don Juan Avenue Retaining Wall Project (CIP No. 07111), and
the Paseo Peregrino Cul-De-Sac Drainage Mitigation Due to Soil Subsidence Project
(CIP No. 12501) and is recommending City Council approve a Personal Services
Agreement with Huitt-Zollars, Inc. for both projects in the total amount of $65,295
($48,425 for CIP No. 07111 and $16,870 for CIP No. 12501).
City Council Agenda Report
September 18, 2012
Page 2 of 3
DISCUSSION/ANALYSIS:
The EI Camino Real at Don Juan Avenue Retaining Wall Project will provide for the
construction of a retaining wall along the steep landscape slope area adjoining EI
Camino Real at Don Juan Avenue to retain the street and maintain the integrity of the
roadway. The proposed retaining wall will replace temporary 1 makeshift structures that
were put in place in prior years to reduce the potential of slope failures that could lead to
roadway failure.
The Paseo Peregrino Cul-De-Sac Drainage Mitigation Due to Soil Subsidence Project
proposes to raise the surrounding pavement grade at the cul-de-sac area that has
settled, which impedes drainage from entering the gutter and draining into the existing
catch basin. The project will also replace existing concrete curb and gutter, sidewalk,
and drainage facilities that were damaged by uneven soil subsidence in the area.
Seven (7) Requests for Proposals (RFP) were sent out for the combined projects on
January 10, 2012, to Ghalbi & Associates, CNC Engineering, Adams-Streeter Civil
Engineers, Inc., Huitt-Zollars, Inc., RBF Consulting, APA Engineering, Inc., and Kreuzer
Consulting Group. Proposals were received from each of these firms on February 3,
2012, and were evaluated by staff according to consultant experience, qualifications,
and ability to perform the necessary work. Hunt-Zollars, Inc. scored the highest
according to the above criterions established for firm selection. On March 20, 2012, the
City Council approved the deferral of funding for three projects inclusive of CIP 07111,
CIP 10104, and CIP 11104 as part of the mid-year budget adjustments. The award of
the contract for the combined projects to Huift-Zollars, Inc. was subsequently postponed
due to deferred funding of CIP 07111. Funding for CIP 07111 has been included in the
Fiscal Year 2012-2013 Capital Improvement Program (CIP) budget to facilitate project
design. Consulting firm's cost proposals to perform design of the combined projects
were received as follows:
Firm Name CIP 07111 CIP 12501 Total Cost
Ghalbi & Associates $32,697 $21,437 $54,134
CNC Engineering $45,986 $14,620 $60,606
Adams-Streeter $46,695 $17,965 $64,660
Huift-Zollars, Inc. $48,425 $16,870 $65,295
RBF Consulting $52,195 $15,160 $67,355
APA Engineering, Inc. $68,620
Kreuzer Consulting Group $68,070 $12,005 $80,075
** Separate cost for CIP 07111 and CIP 12501 not provided.
FISCAL IMPACT:
The Capital Improvement Program (CIP) budget for Fiscal Year 2012-2013 includes
$81,000 for CIP 07111. Budget for the Fiscal Year 2011-2012 included $24,000 for CIP
12501, with a remaining balance of about $17,930.59 as of June 30, 2012. Staff is
City Council Agenda Report
September 18, 2012
Page 3 of 3
recommending a budget transfer of $5,000 from CIP 07111 to CIP 12501 to
appropriately allocate design and staff time costs for this project. The resulting budgets
of about $76,000 for CIP 07111 and about $22,930.59 for CIP 12509 are sufficient to
cover the total cost of $65,295 ($48,425 for CIP 07111 and $16,870 for CIP 12501) to
prepare plans, specifications, and cost estimates for both projects by Huitt-Zollars, Inc.
ENVIRONMENTAL IMPACT:
Not applicable.
PRIOR CITY COUNCIL REVIEW:
Not applicable.
COMMISSION/COMMITTEE/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
NOTIFICATION:
Ghalbi & Associates
GNC Engineering
Adams-Streeter Civil Engineers, Inc.
Huitt-Zollars, Inc.
RBF Consulting
APA Engineering
Kreuzer Consulting
ATTACHMENT(S):
Attachment 1 — Location Map
Attachment 2 — Personal Services Agreement (Huitt-Zollars, Inc.)
Attachment 3 — Project Site Photographs
A r' THE CITY OF
s AN JUAN CAPI TR NO
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Project Location
CIP 07111
ez
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Project Location
CIP 1250'
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ATTACHMENT 1
LOCATION MAP
0 3000 6000 9000 Feet
ATTACHMENT I
PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this day
of , 2012, by and between the City of San Juan Capistrano(hereinafter referred to as
the "City") and Huitt-Zollars, Inc. (hereinafter referred to as the "Consultant").
RECITALS:
WHEREAS, City desires to retain the services of Consultant to Prepare Plans,
Specifications, and Cost Estimates (PS&E) for the El Camino Real at Don Juan Avenue
Retaining Wall Project (CIP No. 07111), and the Paseo Peregrino Cul-De-Sac Drainage
Mitigation Due to Soil Subsidence Project (CIP No. 12501), and
WHEREAS, Consultant is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Consultant mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by the Consultant shall consist of those tasks as
set forth in Exhibit'A" attached and incorporated herein by reference. To the extent that
there are any conflicts between the provisions described in Exhibit"A"and those provisions
contained within this Agreement, the provisions in this Agreement shall control.
Section 2. Term.
This Agreement shall commence on the effective date of this Agreement and
services required hereunder shall continue until notified that said services are no longer
required, subject to 15 days notice of termination.
Section 3. Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed Sixty Five
Thousand Two Hundred and Ninety Five Dollars ($65,295) as set forth in Exhibit
attached and incorporated herein by reference.
3.2 Method of Payment.
Subject to Section 3.1, Consultant shall submit monthly invoices based on
total services which have been satisfactorily completed for such monthly period as
determined by the City Engineer. The City will pay monthly progress payments based on
approved invoices in accordance with this Section.
1
ATTACHMENT 2
3.3 Records of Expenses.
Consultant shall keep complete and accurate records of all costs and
expenses incidental to services covered by this Agreement. These records will be made
available at reasonable times to the City. Invoices shall be addressed as provided for in
Section 16 below.
Section 4. Independent Contractor.
It is agreed that Consultant shall act and be an independent contractor and not an
agent or employee of the City, and shall obtain no rights to any benefits which accrue to
City's employees.
Section 5. Limitations Upon Subcontracting and Assignment.
The experience, knowledge, capability and reputation of Consultant, its principals
and employees were a substantial inducement for the City to enter into this Agreement.
Consultant shall not contract with any other entity to perform the services required without
written approval of the City. This Agreement may not be assigned, voluntarily or by
operation of law,without the prior written approval of the City. If Consultant is permitted to
subcontract any part of this Agreement by City, Consultant shall be responsible to the City
for the acts and omissions of its subcontractor as it is for persons directly employed.
Nothing contained in this Agreement shall create any contractual relationships between any
subcontractor and City. All persons engaged in the work will be considered employees of
Consultant. City will deal directly with and will make all payments to Consultant.
Section 6. Chan es to Scope of Work.
For extra work not part of this Agreement, a written authorization from City is
required prior to Consultant undertaking any extra work. In the event of a change in the
Scope of Work provided for in the contract documents as requested by the City, the Parties
hereto shall execute an addendum to this Agreement setting forth with particularity all terms
of the new agreement, including but not limited to any additional Consultant's fees.
Section 7. Familiarity with Work and/or Construction Site.
By executing this Agreement, Consultant warrants that: (1) it has investigated the
work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of
all conditions there; and (3) it understands the facilities, difficulties and restrictions of the
work to be performed under this Agreement. Should Consultant discover any latent or
unknown conditions materially differing from those inherent in the work or as represented
by City, it shall immediately inform the City of this and shall not proceed with further work
under this Agreement until written instructions are received from the City.
Section 8. Time of Essence.
Time is of the essence in the performance of this Agreement.
2
Section 9. Compliance with Law.
Consultant shall comply with all applicable laws, ordinances, codes and regulations
of federal, state and local government.
Section 10. Conflicts of Interest.
Consultant covenants that it presently has no interest and shall not acquire any
interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No person having such
interest shall be employed by or associated with Consultant.
Section 11. Copies of Work Product.
At the completion of the work, Consultant shall have delivered to City at least one (1)
copy of any final reports and/or notes or drawings containing Consultant's findings,
conclusions, and recommendations with any supporting documentation. All reports
submitted to the City shall be in reproducible format, or in the format otherwise approved by
the City in writing.
Section 12. Ownership of Documents.
All reports, information, data and exhibits prepared or assembled by Consultant in
connection with the performance of its services pursuant to this Agreement are confidential
to the extent permitted by law, and Consultant agrees that they shall not be made available
to any individual or organization without prior written consent of the City. All such reports,
information, data, and exhibits shall be the property of the City and shall be delivered to the
City upon demand without additional costs or expense to the City. The City acknowledges
such documents are instruments of Consultant's professional services.
Section 13. Indemnity.
To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold
harmless the City and its elective and appointive boards, officers, agents, and employees
from any and all claims, liabilities, expenses, or damages of any nature, including attorneys'
fees, for injury or death of any person, or damages of any nature, including interference
with use of property, arising out of, or in any way connected with the negligence,
recklessness andlor intentional wrongful conduct of Consultant, Consultant's agents,
officers, employees, subcontractors, or independent contractors hired by Consultant in the
performance of the Agreement. The only exception to Consultant's responsibility to protect,
defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful
conduct of the City, or any of its elective or appointive boards, officers, agents, or
employees.
This hold harmless agreement shall apply to all liability regardless of whether any
insurance policies are applicable. The policy limits do not act as a limitation upon the
amount of indemnification to be provided by Consultant.
3
Section 14. Insurance.
On or before beginning any of the services or work called for by any term of this
Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration
of the agreement, and provide proof thereof that is acceptable to the City, the insurance
specified below with insurers and under forms of insurance satisfactory in all respects to the
City. Consultant shall not allow any subcontractor to commence work on any subcontract
until all insurance required of the Consultant has also been obtained for the subcontractor.
Insurance required herein shall be provided by Insurers in good standing with the State of
California and having a minimum Best's Guide Rating of A- Class VII or better.
14.1 Comprehensive General Liability.
Throughout the term of this Agreement, Consultant shall maintain in full force
and effect Comprehensive General Liability coverage in an amount not less than one
million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks
associated with the work contemplated by this agreement. If a Commercial General
Liability Insurance form or other form with a general aggregate limit is used, either the
general aggregate limit shall apply separately to the work to be performed under this
agreement or the general aggregate limit shall be at least twice the required occurrence
limit.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Consultant shall maintain in full force
and effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in an amount not less than one million dollars per occurrence
($1,000,000.00).
14.3 Workers' Compensation.
If Consultant intends to employ employees to perform services under this
Agreement, Consultant shall obtain and maintain, during the term of this Agreement,
Workers' Compensation Employer's Liability Insurance in the statutory amount as required
by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Consultant shall submit the
insurance certificates, including the deductible or self-retention amount, and an additional
insured endorsement naming City, its officers, employees, agents, and volunteers as
additional insured as respects each of the following: Liability arising out of activities
performed by or on behalf of Consultant, including the insured's general supervision of
Consultant; products and completed operations of Consultant; premises owned, occupied
or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant.
The coverage shall contain no special limitations on the scope of protection afforded City,
its officers, employees, agents, or volunteers,
4
14.5 Errors and Omissions Coverage
Throughout the term of this Agreement, Consultant shall maintain Errors and
Omissions Coverage (professional liability coverage) in an amount of not less than One
Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant
shall submit an Insurance certificate to the City's General Counsel for certification that the
insurance requirements of this Agreement have been satisfied.
14.5 Notice of Cancellation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
the coverages reduced, until after thirty(30)days'written notice is given to City, except that
ten (10)days`notice shall be given if there is a cancellation due to failure to pay a premium.
14.7 Terms of Compensation.
Consultant shall not receive any compensation until all insurance provisions
have been satisfied.
14.8 Notice to Proceed.
Consultant shall not proceed with any work under this Agreement until the
City has issued a written"Notice to Proceed"verifying that Consultant has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City shall have the right to terminate this Agreement without cause by giving thirty
(30) days` advance written notice of termination to Consultant.
In addition, this Agreement may be terminated by any party for cause by providing
ten (10) days' notice to the other party of a material breach of contract. If the other party
does not cure the breach of contract, then the agreement may be terminated subsequent to
the ten (10) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses, or
to such other addresses as may be designated by written notice. These addresses shall be
used for delivery of service of process:
To City: City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Khoon Tan, P.E.
5
To Consultant: Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Attn: Ken Rukavina, P.E.
Section 17. Attorneys' Fees.
If any action at law or in equity is necessary to enforce or interpret the terms of this
Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and
necessary disbursements in addition to any other relief to which he may be entitled.
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding performance or
interpretation of this Agreement, the dispute shall be resolved by binding arbitration under
the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19, Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
[SIGNATURE PAGE FOLLOWS]
6
ISI WIT HERE—OF, the parties hereto have executed this Agreement.
GIT`!OF SAN JUAN CAPISTRANO
BY'.'
Larry Kramer, Mayor
CONSULTANT
Kern Rukavina, P.E.
H itt-Zollars, Inc.
ATTEST:
Maria Morris, City Clerk
APPROVED AS TO ORM:
Haas Marr L igten, City Attorney
EXHIBIT "A"
}
HUITT-2QLLAR INC •2603 Main Street Suite 400-Irvine,CA 92.$14-4250 949.988.5815 phone 949.986..5820 fax•huitt-Zoltan cam
February 3,2012
Revised Proposal: August 30, 2012
Mr. Khoon Tan, P.E.
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
RE: RPP for Professional Design Services for:
EI Camino Real at Don Juan Avenue Retaining Wall (CIP 07111)and
Paseo Peregrino Cul-de-sac Drainage Mitigation due to Settlement(CIP 12501)
Dear Mr, Tan:
Huitt-Zollars and our team are committed to assisting the City of San Juan Capistrano in resolving the
problems presented in your RFQ at both the El Camino Real and Paseo Peregrino locations.
We have requested GMU Geotechnical and BonTerra Consulting to join us in yet another opportunity to
work together for the benefit of our clients. Huitt-Zollars has worked with these firms for literally decades on
challenging projects, and we look forward to presenting a solution that satisfies City staff as well as the
local residents.
We have visited the sites and have a clear picture of the concerns that brought about this solicitation. We
have also discussed various designs that address the problems, and we are looking forward to sharing
those thoughts with you.
We look forward to the selection process, and ask that you call us to discuss any aspect of our submittal
should you have any questions.
Thank you very much for this opportunity to work with you.
Sincerely,
UI T-ZOLLARS, INC.
f
Ken Rukavina, P.E.
Vice President/Office Manager
CA PE No.42866
EXHIBIT A
Professional Design Services for
I'M'F"'�'" " " EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
TABLE OF CONTENTS
Corporate Documentation 1
Qualifications&Experience 3
• Project Manager
• Organization Chart
• Project Team and Key Personnel
• Huitt-Zollars Experience
Project Understanding,Approach&Scope of Services 20
• Project understanding
• Project Approach
■ Scope of Services
• Project Schedule
• Fee Schedule
Sample Agreement and Insurance 29
References 30
February 3,2012; Revised Auqust 30,2012
Professional Design Services for
El Camino Real at Don Juan Retaining W0 and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Corporate Documentation
1
3
i�
....E -
Huitt-Zollars offers clients a professional and experienced support staff that specializes in civil engineering, public works,
structural engineering,mapping, GIS, planning, transportation, surveying, architecture, landscape architecture, environmental,
and construction management disciplines. The strength of Huitt-Z lfars lies in its people, and their ability to
provide expertise in all disciplines required for a project. Huitt-Zollars' management approach involves a proactive
style of problem solving in combination with practical management tools to monitor and follow up the completion of project
activities and related actions. The firm has proven success on projects that include multi-agency participation and
coordination,accelerated design schedules,and budget constraints.
Huitt-Zollars has a lengthy record of service for public agency clients, We have worked for over 30 cities including San Juan
Capistrano, Anaheim, Mission Viejo, Santa Ana, Palos Verdes Estates, Calabasas, Long Beach, and Los Angeles to name a
few. We have previous work experience with the Counties of Los Angeles, Ventura, Orange, Santa Barbara, and Riverside.
We have worked for regional transportation agencies including OCTA, SANBAG, RCTC,TGA, SCRRA, and LA METRO.
We emphasize quality: Huitt-Zollars is an ISO-9001 compliant organization, a nationally recognized standard
for quality procedures and compliance. We employ ISO-9001 procedures within our firm and base our Quality Flan for each
contract on these requirements. We will prepare a specific plan for this project conforming to Caltrans' Quality Assurance
Procedures. It will include continuous audit procedures to ensure that the plan is being employed by Huitt-Zollars, with
deliverables prepared and checked in accordance with the approved QA/QC plan.
Philosophy: Huitt-Zollars is an employee-owned firm, and as such, we all have a vested interest in the quality of our
work and in how our work is accepted or perceived.As stated in our mission statement:
"We are people committed to understanding and sweeting the
needs of Baur clients wvith quality and i to rlt ."
Guided by this philosophy, we utilize an established blend of checks and procedures to maintain client satisfaction in our day-
to-day practice. All projects begin with "hands-on" direction by principals of the firm. Huitt-Zollars' officers are expected to
serve in a project management capacity, and as such, they are involved in the design of your project each and every step of
the way. A good design basis must be established as the first step in maintaining quality control, This responsibility is vested
with the principals of the firm and key project staff,who will work with you to define your requirements. We will listen intently to
understand the needs of your program, Once your specific needs are established, we will design your project around your
functional requirements, budget and schedule. Throughout the design process, we will continuously monitor the progress of
the project, measuring the cost and benefit of each element against the impacts to milestone budgets and schedules,The only
real indication of performance is client satisfaction, Our performance and success are measurable--over 80% of our annual
fees come from repeat clientele, proof that our philosophy.is working.
February 3,2012;Revised August 30,2012age 1
Professional Design Services for
I "°-7 hZID) EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
GMU Geotechnical, Inc. (GMU) was established in 1968 to provide high-quality, cost-
effective geotechnical engineering services to a select group of public and private sector
clients. The staff consists of highly qualified registered professionals and engineering
technicians with experience in all phases of geotechnical engineering and engineering geology,
.m� ..:
GMU is committed to providing clients with high-quality, cost-effective services. This is
exemplified by both the number and variety of projects they have successfully completed and long-term relationships
developed with clients.
Projects have varied in size from single-family residences to high-rise structures, water treatment plants, reservoirs, dams,
transportation-related and pavement rehabilitation projects, bridges, and large hillside developments. GMU has worked with
residential and commercial developers, municipal public works agencies, water districts, land planners, design engineers, and
construction contractors on a wide variety of projects over the past 40 years. They provide geotechnical services during the
grading plan design process in an effort to achieve efficient grading concepts. They also provide quality control services and
responsive solutions during grading and project construction to avoid project delays, By efficiently providing a full range of
geotechnical services, GMU facilitates the completion of successful projects.
GMU has a unique specialization in pavement rehabilitation projects. Our services have included Investigation and design
services for new pavement projects, evaluation of pavement distress, and recommendations for pavement rehabilitation
projects. GMU is experienced in evaluating pavement using core sampling, deflection testing, and visual observations. We
also evaluate subgrade soils via sampling and in-house laboratory testing for R-value and other soil properties. During
pavement construction and rehabilitation, GMU offers Caltrans- and City-certified staff for field testing and inspection of new
and overlay asphalt pavement construction, plus a Caltrans-certified laboratory for pavement testing capabilities. We also
offer full laboratory and field sampling of slurry seal placement.
Founded in 1996, BonTerra Consulting is a certified woman-owned small business
(WBEISBE) that provides and conducts a variety of environmental planning consulting
services, including California Environmental Quality Act (CEQA) and National Environmental
Policy Act (NEPA) documentation; biological resources surveys; habitat restoration planning;
regulatory services and permitting; cultural resources management, air quality, climate change, and noise analyses; and
Geographic Information Systems (GIS) analyses and mapping to public- and private-sector clients throughout Southern and
Central California. Each of the firm's 8 principals has over 20 years of hands-on experience in environmental planning, impact
assessment, natural resources management, biological surveys, and city and regional planning studies, The Company's team
of professionals includes Environmental Planners; Botanists; Certified Arborists;Ornithologists;Wildlife Biologists; Restoration
Ecologists; Regulatory Speciailsts; Archaeologists; Paleontologists; and Air Quality and Noise Specialists. This group of
professionals works together as a highly effective team to meet the requirements of our clients' projects and is recognized as
one of the most experienced teams of environmental professionals in the Southern and Central California consulting
community.
Eebruary 3,202; Revised August 30,202Page 2
Professional Design Services for
T � 11Y EI Camino Real at Don Juan Retaining Wall and
H
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Qualifications & Experience
Project Manager
The Hunt-Zolars team has the personnel and experience to provide the City of San Juan Capistrano with quality services and
products that are on schedule and within budget. The Team will be organized around our Project Manager, Marc Haslinger;
P.E, Client relationships are an Important part of a successful project. Scott Reed, P.I . will serve as client liaison and quality
assurance manager to ensure that the needs of the City of San Juan Capistrano are met.
Reed will serve as the primary point of contact between the Team and the City,and will work closely with Haslinger, Haslinger
will provide the day to day project management and engineering oversight for the projects.
The three most important facets of Project Management are: Communication with the client; Communication with project
stakeholders; Communication with the project team.
Communication with the client is manifested in a number of ways. Formal, regular communication is achieved through project
status reports, meeting agendas, and minutes. Status Reports include a discussion of work performed during the reporting
period (including a list of meetings held); work anticipated to be performed during the next period; open action items;
schedule; issues that could affect scope, schedule or budget; an invoice; and potentially other information that may be
pertinent to that reporting period. Meeting minutes will include a summary of the discussion at the meeting, a list of decisions
made,and a list of action items that resulted from the meeting.
Direction given by the City will also be confirmed with formal communication — any direction that the City provides will be
followed up with written communication, stating our understanding of the direction we have. Communication with the City will
also occur in an informal manner. Our Project Manager will contact the City on a regular basis to provide an update of the
project activities. This will keep the City informed of any happenings between meetings. Additionally, the City and Project
Manager may exchange phone calls or e-mail about issues that arise between meetings. Phone calls and e-mails will be
responded to in a timely manner,typically within the same day.
Communication with the project team will also occur both formally and informally. A project management plan (or work plan)
will be prepared and distributed to team members to define the project scope schedule and budget, and the reporting and
communication protocol for the project. This document will be a living document that changes if the contract with the City
changes. Further, in addition to the Project Kick-Off meeting with the City, an internal team kick-off meeting will be held to
review roles and expectations. Each member of the Team will understand how their role will fit into the overall objective of the
project. This meeting will be followed up with project team meetings on a regular basis.
Project team meetings provide the opportunity for interdisciplinary coordination and review. They are also a formal opportunity
for the PM to check in with project staff regarding specific issues and progress. Informal coordination with project staff will
occur on a frequent and as needed basis. E-mail, telephone calls and face-to-face interaction will occur frequently.
Additionally, emphasis will be placed on the periods preceding a submittal to allow for both interdisciplinary review and quality
review.
The following pages include a resume outlining the relevant project experience of our team.
February 3,2012; Revised Auqust 30,2012 age 3
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Organizational Chart
The Organization Chart featured below illustrates the team to the project shall be removed or replaced without the prior
members and lines of accountability and commitment for this written concurrence. Our team is supported by a cadre of
project. Key Personnel will be available to the extent proposed engineers,designers and technicians.
for the duration of the project. No person designated as"key"
rr,
Marc Hasl nger, PE
Qualify Assurance
Scott Reed: Pt =-(
Client Liaison
Keri Rukavina, PE, QSD'
Project Manager I
Geostructur a
al/Geotechnical Mike Gillen PLS. � Archeological €
GME!Geotechnical Designer Bon Terra Consulting
j
Greg Silver, MSc PJim Garvin; PLS
',E, GE Pat Maxon, :RPA
Project Surveyor
Native American Monitoring
Juaneno Band of Mission
Indians, Acjachemen
Nation(David Belardes
Group)
Joyce Perry.
February 3,2012;Revised August 30,2012page
� ����' Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Scott Reed, PE
l - tsars--Client Liaison
Scott Reed has extensive experience in managing and designing public works, urban development, and transportation projects
throughout Orange County, California. His experience spans from initial planning and entitlement to design and construction
plan preparation, and to construction support and management, He has prepared numerous planning level studies and final
engineering technical reports; designed drainage, water quality and sewer systems, precise grading, mass grading, roadway
geoetrics, retaining walls, domestic, non-domestic, and reclaimed water systems; and performed other civil engineering
related functions. Reed, as both a Project Manager and Engineer-of-Record, has effectively driven many projects with multi-
agency/stakeholder interests to successful,timely completion,
RELEVANT PROJECT EXPERIENCE
Antonio Parkway Widening—Orange County,California
Reed served as Project Manager and Engineer-of-Record for two phases(Phase 1 &3)of this OC Public Works Project, which
was contracted by developer Rancho Mission Viejo(RMV). This unique partnership between the County and RMV proved to be
very successful in delivering a fully funded (local, state, and federal) project consisting of approximately 900 feet of bridge
widening and 1.5 miles of roadway widening, Reed led the design team in preparing construction plans for 1,900 feet of
roadway widening (from four lanes to six lanes), 11,5 acres of grading, 2,500 feet of storm drains, 4,223 feet of domestic water
lines, 2,478 feet of recycled water lines,450 feet of sewer line, and numerous local relocation plans for existing utility crossings.
Reed also designed two unique low-flow diversion structures for managing storm water quality. Reed managed subconsultants
(contracted directly with RMV) for landscaping, geotechnical, and irrigation design; and he managed a direct consultant for
structural design of a 200-font-long soldier pile retaining wall and a structural analysis for construction activities over Santa
Margarita Water District's (SMWD)42-Inch Sewer Outfall Line, Reed also prepared Construction Staging Plans (critical due to
nearby San Juan Hills High School); prepared the Water Quality Management Plan, Drainage Report, and assisted in preparing
the construction specifications for the entire project. He coordinated multiple approvals from various agencies such as Caltrans,
City of San Juan Capistrano, and SMWD, and led the coordination for obtaining an encroachment permit from Caltrans for
intersection modifications and improvements at Ortega Highway. During construction of the project, Reed is serving as Project
Manager and Engineer-of-Record for design revisions.
Ortega Highway(SR-74)Widening—Orange County,California
During design of this Project, Reed served as Project Engineer and was responsible for managing the design team in delivering
final construction plans for storm drains, utilities, and erosion control. He provided design for bridge abutment and trail
undercrossing grading, creek-side revetment design for San Juan Creek, precise grading design for Neighborhood Electric
Vehicle(NEV)crossings at street intersections and crossing the Ortega Bridge, and Reed also designed two large stilling basins
(66" and 60" RCP)for outlet to San Juan Creek. Reed assisted in preparing the Drainage Report and he completed the Storm
Water Data Report;which, included lengthy discussion for how the Project would comply with NPDES,404(Los Angeles District
U.S, Army Corps of Engineers), and the 401 (Water Quality Certification)permit regulations,
During the construction of this project, Reed served as Project Manager and Engineer-of-Record for Huitt-Zollars' construction
support contract, He also responded to RFi's and met with the County's construction team (a partnership between Rancho
Mission Viejo and the County), SMWD, and the Contractor many times to resolve construction issues. As a part of the Ortega
Project, several other Improvement Plan sets— prepared specifically for the Rancho Mission Viejo (RMV) development (future
development along both sides of the Ortega corridor) — were prepared by Huitt-Zollars and incorporated into the Ortega Bid
Package, Reed served as Project Manager and Engineer for these various plan sets and he was the key to working between
the Ortega Project and RMV to define specific improvements (from RMV's development plans) that could be added to the
Ortega Project in order to minimize throw-way work and future redesigns.
Oso Parkway&Antonio Parkway Intersection Improvements—Orange County,California
Reed serves as Engineer-of-Record and Deputy Project Manager for this project. The improvements consist of widening the
intersection to add a fourth east bound thru-lane, a fourth south bound thrudane, and a third north bound left-turn lane.
Improvements will extend beyond the intersection as far as 1,400 feet. Reed leads all aspects of design and manages
February 3,2012;revised Auqust 30,2012age 5
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Professional Design Services for
Fl Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
subconsultants for landscaping, traffic studies and signal design, geotechnical reporting and pavement design, and irrigation
design. During the development of the Letter of Design Recommendations (LODR), Reed worked with the County, SDG&E,
Sempra, Cox, and AT&T to develop a plan for improving the intersection in a way that avoided impacts to critical and costly
utility structures, minimized new right-of-way take, avoided retaining features, and reduced the overall costs by 23%
(approximately 500K) from the originai cost estimate. In order to generate the best alternative, Reed developed 11 unique
alternatives early on, and then presented five alternatives at the County's Design Seminar, The Design Seminar was
successfully in identifying one alternative with seven Design Deviations to move forward with during PS&E. Currently, Reed has
the project on track to deliver 65%plans to OC Public Works.
Lemon Grove Access Road—San Juan Capistrano,California
Reed served as Project Manager and Engineer-of-Record for Phase 1 of this 18-acre park. He managed subconsultants for
landscape, irrigation, fire planning, and dry utility coordination with SDG&E, AT&T, and Cox. Reed provided oversight and
design for grading, drainage, roadway, domestic and reclaimed water service, sewer lift station, and erosion control. He also
managed the preparation of the project Stormwater Pollution Prevention Plan (SWPPP), construction specifications, and the fire
master plan,
Palos Verdes Drive West,Soldier Pile Wali—Palos Verdes Estates,California
Reed was the Phase Manager and Lead Designer for the repair of Palos Verdes Drive West, He worked with Geotechnical
consultant to set design of a 300-foot soldier pile caisson wall to protect the road from an active landslide. He was responsible
for research and review of existing utilities;and preparation of the site plan,civil plans,cost estimate, and specifications. He also
provided construction observation and administration services and managed geotechnical sub-consultant during construction.
He wrote daily logs of construction activities,met with contractor daily, and worked closely with City staff to help keep the project
on schedule.
Water Connection to SC-4 Flow Control Facility—San Juan Capistrano,California
Reed served as Project Manager and Engineer-of-Record, He managed mechanical subconsultant and designed a new water
line connection to the existing SC-04 Flow Control Facility. The project included tapping into an existing 12-inch CML&C
mainline (within a State Highway) and providing new 225-foot lateral through the facility's floor to connect to the existing high
pressure system. Components of project included water main plan and profile, details for piping through the facility's floor,
miscellaneous pressure reducing equipment and other high pressure water appurtenances, specifications, new easements, and
estimate,
Laura's Douse—San Clemente,CA
Reed served as Engineer-of-Record for designing retaining walls, grading, drainage, erosion control, sewer, and water for a
7,000-square-foot,multi-family residence.Project was completed pro-bono and is a shelter for abused women and children,
EDUCATION
2006 Bachelor of Science,Civil Engineering, University of Louisiana at Lafayette
REGISTRATION
Professional Engineer/Civil: 2009/California/No. 75992
February 3,2012;revised Auqust 30,2012 age 6
Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation true to Settlement
Ken Rukavina, PE
`uittm tf r --- project man4ger
Ken Rukavina has more than 24 years of experience in municipal pubfic works and transportation engineering. His public
experience includes six years in municipal government serving as civil engineer and construction manager, and 18 years of
experience as a consulting engineer serving local agencies as Contract City Engineer, Project Engineer, and Construction
Manager. He is experienced in the management of multidiscipline projects and projects involving teams and joint ventures. He
has managed the design and construction of roads, street widening reconstruction and rehabilitation; sanitary sewer collection
and outfall mains; water transmission, distribution, storage, and pumping facilities; storm drains, flood control structures, and
storm water management; and bridges and retaining wall structures. Rukavina has also been responsible for administering and
developing engineering reports, such as hydrology studies and sewer and water master plans; preparation of City Council staff
reports,resolution, and ordinances;and preparing funding applications for state,federal, and local funds.
Rukavina served the City of Rosemead, California as City EngineerlDirector of Public Works for more than ten years where he
was responsible for management and implementation of a capital improvement program in excess of$5 million annually. To his
credit, Rukavina has been project manager and/or overseen the design and construction of nearly $250 million in public
improvements in his capacities as Project Manager, Project Engineer, Construction Manager, Division Manager, and City
Engineer. Rukavina has implemented and/or has overseen numerous federally funded projects from funding application, to
request for authorization to advertise, to final invoicing. Finally, Rukavina brings unique perspective, vision, and value to large-
scale municipal projects due to his many years of city engineering experience, which provides him the understanding of the
issues local public officials face on a daily basis along with the insight to see ali sides of complex coordination challenges,
specifically those faced by local agency staff.
RELEVANT PROJECT EXPERIENCE
Inglewood Avenue Corridor Widening —Lawndale, California: Rukavina served as the project manager for the preparation
of pians, specifications and estimates for the widening of Inglewood Avenue, an arterial highway of regional significance,
bisecting the City of Lawndale and serving the South Bay area of Las Angeles in general, with direct access to 1-405. The
project was developed to improve the capacity of Inglewood Avenue in order to improve traffic flow by the addition of an
additional northbound through lane between Manhattan Beach Boulevard and 156th Street, and the construction of dedicated
right-turn lanes at Marine Avenue in the northbound, westbound and southbound directions along with modification of the signal
operation at this same intersection. Several significant issues needed to be addressed and overcome for the successful design
and construction of the project, which include; BNSF Railway Company at-grade crossing, existing building footprints and right-
of-way acquisition, utility relocations, signal optimization, expansive soils, coordination with multiple jurisdictions, and federal
funding (requiring Caltrans Local Assistance Processing, i.e.obtain E-76).
Pine Avenue Extension N City of Chino, California: Rukavina serves as the Project Manager for the extension for the
extension of Pine Avenue. The City of Chino, as lead agency, in coordination with the City of Chino Hills, will extend Pine
Avenue from State Route 71 to its intersection with EI Prado Road; and improve and widen the existing roadway between EI
Prado Road and Euclid Avenue. Construction of this project will fulfill the Circulation Element of the City of Chino General Plan,
wherein Pine Avenue is identified as a four-lane urban arterial. In order to construct Pine Avenue, construction of slopes and
embankments necessitates the placement of a significant amount of fill material in the Prado Dam Flood Control Basin, thereby
requiring that fill material placed within the basin must be offset by excavation from borrow sites located within the Prado Basin
impoundment area boundaries. Southern California Edison Company maintains high voltage transmission towers and lines
'approximately 200 feet east of the SR-71/Pine Avenue interchange, requiring a "conductor sag calculation' to determine the
projected height of conductors under full load on the hottest possible day. The project includes a Traffic Study, Environmental
Documentation, Section 401 and 404 Permits, Geotechnical Studies, Preliminary and Final Engineering, as well as Pians
Specifications and Estimates for the roadway extension. Coordination will be provided with Caltrans local assistance as well as
Southern California Edison (SCE). The City of Chino is utilizing federal SAFTEA-LU funding for the construction of the Pine
Avenue extension; therefore, the preparation of an environmental document and design services are consistent Caltrans Local
Assistance guidelines and in conformance with both CEQA and NEPA requirements as well as FHWA processes.
Oso/Marguerite Parkways Intersection Widening —Mission Viejo,California: Rukavina, served as Deputy Project Manager,
for the completion of final construction documents for this City project to add one through lane in each direction on Oso
Parkway, right-turn-only lanes in each direction on Marguerite Parkway, and create double left-turn lanes in all four directions of
February 3,2012;revised Auqust 30, 2012 � age 7
_IAS Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
the existing arterial highway intersection. Raised medians on all four legs of the intersection were completely reconfigured.
Design constraints included access to existing developments, an adjacent hillside slope buttress, major water pressure reducing
station,and other utility vaults and facilities,This project affected 4,600 linear feet of highway,three signalized intersections, and
included 1,700 linear feet of retaining walls. Topographic surveys were provided, and construction plans, specifications, and
estimates were prepared.
Palos Verdes Drive West - Soldier Pile Wall-- Palos Verdes Estates, California: Rukavina served as Project Manager,
working in conjunction with GMU Geotechnical, Inca in the repair of Palos Verdes Drive West and design of a 300 foot soldier
pile caisson wall to protect the road from an active landslide. He provided oversight for research and review of existing utilities,
preparing the site plan, civil plans, cost estimate, and specifications. He also served as construction manager during the
construction phase, overseeing construction observation and administration services, as well as managing the geotechnical
subconsultant who provided specialty inspection and test services, He monitored preparation of daily logs of construction
activities;met with the contractor to resolve issues,and worked closely with City staff to help keep the project on schedule.
Santa Monica Boulevard Streetscape and Rehabilitation—West Hollywood,California: Rukavina was the Project Manager
of this project which included widened sidewalks, bulb outs, new street trees, boulevard landscaping, landscaped medians,
traffic signal upgrades, intersection realignment, wiring for holiday tree lighting, bus stop improvements, patterned asphalt
crosswalks, storm drains, sewer upgrades, and roadway reconstruction. The existing cross section along one mile of roadway
allowed for the widening of sidewalks from 6'to up to 23', with the narrowing of an existing to a 14-foot wide landscaped median.
During the design concept phase, Rukavina was a participant in the community process, sometimes facilitating meetings with
community representatives. Coordination with utilities and Los Angeles County Department of Public Works was a critical
element as the project incorporated utility upgrades and storm drain design prepared by the County, The project was partially
funded by State funds subject to lapse so it was critical that the project schedule remain on track.
Garvey Avenue Bridge — City of Rosemead, California: Rukavina was the Project Director responsible for replacing the
Garvey Avenue Bridge over Rio Hondo Channel, which involved extensive coordination with federal, state, and local agencies.
The existing substandard, seismically deficient bridge was replaced with a state-of-the-art bridge consisting of precast, pre-
stressed, bulb tee-girders, post-tensioned for continuity in order to meet design constraints. These constraints necessitated
increased hydraulic capacity for the channel and a highly condensed staged construction schedule to complete construction
during one dry season with no closures of Garvey Avenue,a busy corridor. The new$11 million bridge is 420 feet long and 100
feet wide, with only three piers in the channel. As the City desired a signature bridge to serve as a gateway to the community,
historic features of the old bridge were recreated and decorative lighting and monuments were incorporated into the design.The
bridge serves as an entrance statement into the City. Rukavina and his project team worked closely with Caltrans to obtain
federal funding and environmental clearance, and with the Army Corps of Engineers and Los Angeles County Department of
Public Works to obtain approval of the hydraulic analysis and civil/structural plans as a prerequisite for obtaining the necessary
encroachment permits from each agency.
Federal/State Funding Administration —Various Agencies: Rukavina has provided oversight and assistance to numerous
cities at various stages of the federallstate-funded process as follows: FTIP Programming, Request to Initiate a Federally
Funded Project,Request for Authorization to Proceed with Construction, Award Submittal, Progress Invoice, and f=inal Report of
Expenditures. The various federal and state funding programs have included STPL, SR2S, HBP (HBRR), and HES. Although
each program may encompass different components and requirements, the general process remains the same—following the
Caltrans Local Assistance Procedures Manual (LAPM).
Engineering Plan Check Services - West Covina, CA: Rukavina was the Project Manager for this project which involved
performing development review services for the following types of plan reviews: parcel and tract maps; Hydrology Studies,
Standard Urban Storm Water Mitigation Plans, Storm Water Mitigation Plans, and Storm Water Pollution Prevention Plans;
Grading&Drainage and Erosion Control Plans;and Public Construction Plans required of development projects.
EDUCATION
1984 Bachelor of Science, Civil Engineering, California State University, Long Beach
REGISTRATION
Professional Civil Engineer: 19871 California/#42866
February 3,2012,revised Auqust 30,2012 Page 8
Professional Design Services for
frF:7- D--" "` El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Marc Haslinger, PE
g
Having experience in both the public and private engineering sectors, Marc Haslinger brings a broad wealth of experience to his
jobs. He has managed and designed numerous municipal, residential, and commercial projects throughout Southern California
from initial planning and feasibility studies through final design, construction, and construction management. His experience has
included residential, commercial, and industrial developments; potable and reclaimed water transmission mains and flood
control facilities; roadway improvements; and construction management, Haslinger is well-versed in the tools of construction
management,contract administration, planning,design,and processing.
Complementing Haslinger's project management capabilities is a hands-on approach and technical knowledge of computer
programs in the area of coordinate geometry, hydraulics, hydrology, structures, spreadsheets, critical path networking,
management, and other tools necessary for a successful project,
RELEVANT PROJECT EXPERIENCE
RiverPark—Oxnard,California
Haslinger; as Project Manager, oversaw several design teams in the preparation of supporting engineering documents for the
specific plan and IIR for this 700-acre, mixed-use project in Oxnard, California. Issues addressed in the engineering studies
included grading, drainage, utilities, roadways, and the remediation of four sand and gravel mining pits. Project infrastructure
also included 5-1f2 miles of sewer,water,storm drain, and roadways,
California State University East Campus,Channel Islands—Camarillo,California
This 38-acre, 242-unit housing project on the CSU Channel Islands campus provided housing for faculty and staff, Haslinger,as
Project Manager, provided engineering analysis for schematic design development, construction documents, mapping, and
construction support.
Victoria by the Bay—Hercules,California
As Project Manager, Haslinger oversaw multiple teams that were designing this 200-acre, 880-unit, residential master-planned
community on San Pablo Bay in Northern California, As the project site was a fully operational refinery as late as 1996,
reclamation of the site was paramount in order to meet federal, state, and local standards. Upon successful completion of the
remediation work, the project site was hailed as the largest brownfield site for residential use in the United States at that time.
The project included a tentative tract map, backbone infrastructure documents, utility coordination, mass grading, and rough
grading documents. Also included in the effort were several 3-D models of the "in-situ" impacted soils as well as "placed"
impacted soils.
Western Avenue Rehabilitation—Buena Park,California
As Project Engineer, Haslinger was responsible for the technical design of a one-mile street rehabilitation project in the City of
Buena Park. In this role, he prepared pavement rehabilitation and traffic detour plans.
Bake Parkway,I-405 to Irvine Center Drive—Irvine,California
Haslinger served as Project Engineer for design of final improvements for this roadway design project.
East Leg,Eastern Transportation Corridor—Orange County,California
Haslinger served as project Engineer for the conceptual alignment of a two-mile segment of toll road in Orange County.
Jeffrey Road,I.5 to Irvine Avenue—Orange County,California
As Project Engineer; Haslinger prepared final design for 2.8 miles of arterial roadway in Orange County.
17th Street Storm Drain—Huntington,Beach,California
February 3,'2012;revised August 30,2012 Page 9
'17K,,If
_ LL Professional Design Services for
Fl Camino Real at Don.Tuan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Haslinger, as Project Engineer, prepared plans, specifications, and estimates for this one-mile storm drain project with an outfall
directly into the Pacific Ocean. He processed plans with Caltrans District 12 for the construction of a segment of 72-inch
reinforced concrete pipe under Pacific Coast Highway.
University Heights,California State University,Fullerton—Fullerton,California
Haslinger served as Project Manager for preparation of rough grading studies,tentative mapping,and infrastructure and housing
layouts for this 6.7-acre,42-unit faculty/staff housing project for CSU Fullerton. The project provided affordable housing units for
faculty and staff.
Rancho Trabuco Elementary School—Orange County,California
As Project Manager, Haslinger oversaw the design of grading and drainage plans for this 11-acre school site in unincorporated
Orange County. He also processed plans through local agencies as well as Division of the State Architect(DSA).
Limoneira Companies EA1 Specific plan and EIR—Santa Paula,California
Haslinger served as Project Manager for engineering analysis,at the schematic design level,to incorporate into the specific plan
for this 500-acre, 1,500-unit mixed-use development. In audition, he prepared engineering analyses for sewer, domestic water,
recycled water, storm drain,and grading to incorporate into the project's EIt study,
University of California,Santa Cruz—Santa Cruz,California
As Project Manager, Haslinger provided engineering analysis for schematic design development, construction documents, and
construction support for this 17-acre,84-unit facility and staff housing project on the University of Santa Cruz campus.
Heartland Village—Hemet,California
In his role as Project Manager,Haslinger oversaw several design teams in the preparation of supporting engineering documents
for this 700-acre, golf-course-oriented, gated community in Hemet, California, On-site issues addressed in the final engineering
efforts included grading, drainage, utilities, and roadways. Off-site issues addressed included major utility worm on SR 74/79,
reconstruction of California Avenue, and design of a new flood control channel and detention basin.
Newport Ridge—Newport Coast,California
Haslinger managed preliminary and final design for all major infrastructure on this 300-acre subdivision in coastal Orange
County, In his role as Project Engineer, he was responsible for mass grading, street, sewer, water, landfill gas mitigation plans,
and final mapping,
Fort Carson—Colorado
As Project Manager, Haslinger managed technical team members of the development entity vying for the nation's first
publiciprivate venture in military housing. Upon completion of the proposal, the development entity was awarded the project,
which consisted of building 800 sets of new quarters and renovating an additional 1,800 sets of quarters.
EDUCATION
1989 Bachelor of Science,Civil Engineering, California State University, Long Beach
REGISTRATION
Professional EngineerlCivil, 19891California/No, 49158
February 3,2012;revised August 30,2012 V " age 10
fIL Professional Design Services for
�-
EI Camino Rea! at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Mike Gillen,PLS
uf - l)fl i —Designer
Michael Gillen has participated in a wide range of endeavors from commercial, industrial, and residential development projects
to educational and medical facilities. His extensive engineering experience includes management of both large and mid-size
projects. He has a strong background in grading plans and infrastructure design including sewer, water, and storm drains; and
has performed utility coordination. In addition, he has provided agency coordination, client and team consultant coordination,
and budget and scheduling services for his projects.
RELEVANT PROJECT EXPERIENCE
Loker Student Union Renovation and Expansion—Dominguez Hills,California
Gillen served as Project Manager for this renovation and expansion project. Work included a site work demolition and precise
grading plan; and sewer,water, and storm drain improvements. Separated into two phases, the project included the renovation
and expansion of the student union building at California State University, Dominguez Hills. Phase One encompassed
construction of a new two-story(plus basement), 61,937-square-foot facility, addition of 1,000 square feet to the existing loading
dock, and renovation of the existing 3,100-square-foot service/loading dock area. Phase Two included the renovation of the
existing 50,358-square-foot, two-story plus basement building, including an overhang area at one-half value of 8,392 square
feet.
UCI Medical Center Renovation Project—Orange,California
As Project Manager for this two-acre renovation project, Gillen prepared civil contract documents for the demolition of six
buildings to make way for installation of the new medical administration buildings.
UCI Medical Center Off-Site Parking Lot—Orange,California
As Project Manager, Gillen prepared contract documents for this 3.5-acre, off-site parking facility adjacent to the medical facility
and the 1-5 Freeway. Gillen coordinated with Caltrans throughout the plan approval process.
Fountain Valley Regional Hospital,Tenet Health System,Inc.—Fountain Valley,California
Gillen served as Project Manager for a proposed six-story medical tower and parking lot expansion. The project included
preparation of contract documents for the proposed building, a new one-acre parking lot, and reconstruction of 6.5 acres of
existing parking.
University Heights,California State University,Fullerton—Fullerton,California
Gillen served as Project Manager and prepared precise grading plans and utility infrastructure plans for affordable housing units
for the faculty of California State University, Fullerton,
Ranch View Terrace,UC Santa Cruz—Santa Cruz,California
Gillen served as Project Manager and prepared precise grading plans, street improvement plans, and utility infrastructure pians
for housing units for faculty of UC Santa Cruz.
Birtcher Business Park—Mira Loma,California
Gillen served as Project Manager and prepared precise grading plans, street improvement plans, and utility infrastructure plans
for an 18-building industrial/commercial site.
GTE Middle School—Signal Hill,California
Gillen served as Project Manager and prepared rough grading plans,precise grading plans and utility infrastructure plans for the
project.
Katella High School—Anaheim,California
Gillen served as Project Manager and prepared precise grading and utility infrastructure plans for pavement and site renovation
for this existing high school site.
February 3,2012;revised August 30, 2012 age 11
I Professional Design Services for
llff .
I Camino Real at Dan Juan Retaining Waft and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Home Ranch Subdivision—Costa Mesa,California
As Project Engineer, Gillen prepared engineering drawings and provided construction staking services for this Standard Pacific
Corporation development, located within the City of Costa Mesa at the southeast corner of Sunflower and Susan Streets. The
tract is a combination of 60 single-family homes and 83 multi-family homes on a 16,2-acre site. This residential tract is unique in
respect to water quality since the project had to be processed with the State Water Resource Control Board, Santa Ana Region.
The project was designed to accommodate vegetated swales as a water quality feature.
EDUCATION
Undergraduate Studies; Valley College, San Bernardino, California
REGISTRATION
Professional Land Surveyor CA/#6347
February 3,2012,revised Auqust 30, 2012 age 12
Z�H ff°�� Professional Design Services for
'""'""""� - El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Jim Garvin,PLS
lffff- otiays—svrvey vfa or
As Director of Survey and Mapping in Huitt-Zollars' Irvine office; James Garvin has served a diverse group of public and private
clients, bringing extensive survey experience to a wide variety of projects over the years. His experience spans a multitude of
disciplines, ranging from the preparation, processing, and management of right-of-way mapping to tract maps, parcel maps,
condominium plans, records of survey, legal descriptions, Caltrans survey control maps, and ALTA survey maps. In his
managerial role, he has maintained responsibility for all phases of the project, including negotiations, client interface and
satisfaction,scheduling, project coordination,production, and quality control.
RELATED PROJECT EXPERIENCE
State Route 22(Garden Grove Freeway), Orange County Transportation Authority—California. Garvin served as Senior
Project Surveyor for this on-call project, which consisted of boundary surveys, boundary analysis, determination of existing
freeway right-of-way lines and adjacent property lines, preparation of appraisal maps and right-of-way mapping, legal
descriptions for right-of-way acquisition, and preparation of Records of Survey for the portion of the Garden Grove Freeway
from Lewis Street to Main Street(approximately two mites).
City of Santa Ana On-Call Engineering Services Contract— Santa Ana, California. Garvin served as Project Manager for
survey services performed as part of this on-call engineering contract with the City of Santa Ana. Survey services included the
following:
■ Alton/Maple Bike Trail—Garvin provided construction staking services for grading, retaining walls, paving, and pedestrian
bridge construction for approximately 4,000 linear feet of new bike trail within existing railroad right-of-way from Flower
Street to Orange Street.
■ Eastside Neighborhood Street Rehabilitation — Garvin provided construction staking services including removal limits,
curb and gutter, street paving, and monument perpetuation corner records (pre- and post-construction) for the entire
eastside neighborhood project.
• Grand Avenue Right-of-Way Engineering — Garvin was responsible for calculations for existing and proposed right-of-
way lines, title report review, and preparation of legal descriptions and exhibits for those parcels requiring right-of-way
acquisition and temporary construction easements along Grand Avenue between McFadden Avenue and Chestnut Avenue.
■ First Street Rehabilitation — Garvin provided construction staking services for curb and gutter, street paving, sewer line
construction, and monument perpetuation corner records (pre- and post-construction) for this two-mile section of First
Street from Bristol Street to Grand Avenue.
On-Call Surveying Services for Caltrans District 12—Orange County, California. Garvin served as Project Surveyor for this
contract that provided on-call surveying services, including right-of-way and local street alignment surveys, topographic surveys,
control mapping,and survey control maps.
San Joaquin Hills Transportation CorridorlTransportafion Corridor Agency — Orange County, California. As Project
Surveyor, Garvin was responsible for mapping services and centerline control for SR 73 (San Joaquin Hills Transportation
Corridor). Work performed included right-of-way and boundary surveying, right-of-way mapping, boundary resolution and
determination, legal description and exhibit preparation and maintenance, centerline monumentation, and control network
augmentation and propagation.
Pacific Coast Highway— Orange County, California. Garvin served as Project Surveyor; preparing right-of-way maps and
legal descriptions for fee acquisition as well as all appurtenant easements for utilities, ingress and egress, and construction
easements for Pacific Coast Highway between the Newport Coast area and Laguna Beach. Dight-of-way maps and legal
descriptions were prepared to Caltrans standards and were based on as-built conditions and the latest record of survey by the
County of Orange.
February 3,2012;revised August 30,2012ag=13
IProfessional Design Services for
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EI Camino Real at Don loan Retaining Wall and
Pasea Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
On-Call Surveying and Mapping Services, County of Orange, EMA— Orange County, California. As Project Surveyor for
this on-calf contract with the Orange County Surveyor's Office, Garvin coordinated surveying and mapping services. Tasks
completed included establishment of high-water take-lines at predetermined elevations along the banks of the Santa Ana River;
field boundary and topographic surveys for location of property line monumentation and lines of occupation for a two-mile
section of the Riverside Freeway in Anaheim; final monumentation of Orange County Flood Control boundaries and high-water,
take-line limits; detailed topographic survey of encroachment areas within Handy Creek in Orange; and preparation of a record
of survey showing the establishment of the centerline alignment for the entire 12-mile length of Santiago Canyon Road.Projects
also included a monumentation recovery survey utilizing GPS and conventional surveying for a segment of Irvine Avenue,
setting of final monumentation for a two-mile section of Beach Boulevard in the City of Buena Park, and preparation of a record
of survey for a portion of Laguna Canyon Road and adjoining parcels from FI Toro Road north to the city limits of the City of
Irvine.
Avery Parkway/1-5 Freeway Topographic Survey — Laguna Niguel, California. As Project Surveyor, Garvin provided
1-inch=40-foot-scale aerial topographic mapping for this street/ramp Improvement project(approximately 1,200 linear feet along
Avery Parkway). Work included aerial control, centerline recovery survey, cross-sections and design topographic survey, and
establishment of existing right-of-way lines. Garvin served as Project Manager for this effort.
EDUCATION
Undergraduate Studies,Fullerton College
REGISTRATION
Professional Land Surveyor:CA/#6343
February 3,2012;revised August 30, 2012age 14
Professional Design Services for
r -IFFF D, � EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
GREGORY P.SILVER, PE,GE
Mawtf
Greg Silver has more than 20 years of progressively responsible engineering and management experience in a wide variety of
geotechnical engineering projects. He has worked successfully for and with industrial, residential and commercial developers,
master community planners, and governmental agencies, He has extensive experience in landslide evaluation and remediation
design, geotechnical instrumentation, residential and commercial development, public works projects; municipality consultation,
mechanically stabilized earth walls and forensic projects. In addition, he has served as an expert witness in regards to numerous
geotechnical issues over the last 14 years. Over the period of 1988 to 1997, Silver was City Geotechnical Engineer for
numerous cities throughout Southern California. Currently, Silver serves as Vice President, Principal Engineer and manages the
Geotechnical Engineering Group at GMU Geotechnical, Inc., where he is responsible for geotechnical engineering design and
forensic projects. Silver currently serves on the Board of Directors for the California Geotechnical Engineers Association
(CGEA). Selected projects representative of Silver's experience follow,
RELEVANT PROJECT EXPERIENCE
The Irvine Company Development Areas 2C4 and 5-County of Orange, California
Mr. Silve r was responsible for the design and construction oversight of numerous walls through the Newport Coast development
area for The Irvine Company.Wall heights range up to 25 feet in height.
Ladera Development—County of Orange,California
Design and construction oversight of 50 foot high "Loffel" type MSE wall at the entrance to the Ladera Development in South
Orange County. The wall was the highest wall permitted in the County of Orange to date. Due to the walls height it involved an
extensive design and review process. In addition, the wall was instrumented with slope inclinometers and an array of specially
designed survey points integrated into the block facing. An abstract for a paper describing the wall design and instrumentation
results has been accepted to the ASCE GEO-DENVER 2000 Conference.
Distressed"Keystone"Wail Evaluation—Placentia, California
Greg performed the forensic evaluation of distressed"Keystone"wall for Shea Homes.
Crystal Cove Access Road—Orange County, California
Design of up to 40-foot-high MSE wall to support a major access road to a detention basin and recreation area. Special design
considerations included:high seismic area, use of select backfill in both reinforced and retained zones,and erosion protection at
the toe of the wall.
Spectrum 5 Commercial Development Area--Irvine, California
Design and construction oversight for more than 1,700 lineal feet of a"Loffel" type MSE wall.
City of lrvine/lrvine Industrial Company- Irvine Center Drive, Lake Forest Drive, and Sand Canyon Boulevard Street
Widening-Irvine,California
Principal Geotechnical Engineering Oversight of design and construction.
City of San Clemente/Talega Associates—Avenida Vista Hermosa, Avenida La Pata,Avenida Fresas, Avenida Saluda,
and Avenida Talega—San Clemente, California
Principal Geotechnical Engineering Oversight of design and construction,
La Pata Avenue Extension—County of Orange/City of San Juan Capistrano/City of San Clemente, California
Principal Geotechnical Engineering Oversight and Project Management for Planning, EIR and Design.
Las Flores Bridge—Malibu, Cali fornia
Project Engineer/Manager—Evaluation of bridge design and alternatives for the City of Malibu,
Crown Valley Parkway Bridge—County of Orange, California
Project Engineer/Manager Lead geotechnical engineer for 238-meter-long bridge 27-meter-high bridge, Detailed geotechnical
analysis for pile foundation design, abutment design, and geotechnical input to bedrock scour design.
Washington Boulevard Bridge—Los Angeles County, California
Project Engineer—Geotechnical investigation and design for seismic retrofit of existing b ridge.
�
February 3,2012;revised Auqust 30,2012 age 15
' Professional Design Services for
£I Carcina Real at Don Juan Retaining Wall and
Paseo Peregrine Cul-de-Sac Drainage Mitigation Due to Settlement
Oso Parkway Pedestrian Bridge—County of Orange, California
Project Engineer—Geotechnical design for 65-foot span pedestrian bridge,
"A"Street Bridge at Barranca Parkway—Irvine, California
Project Engineer/Manager—Geotechnical investigation and design for new bridge over San Diego Creek.
"Los Angeles Avenue Bridge"—Moorpark, California
Project EngineerlManager— Geotechnical assessment of proposed bridge expansion and retrofit. Development of preliminary
design recommendations.
Tustin Avenue Bridge Widening—Anaheim, California
Principal Geotechnical Engineering Oversight for widening project of existing bridge.
Antonio Parkway Bridge Widening—County of Orange/Ladera, California
Principal Geotechnical Engineering Oversight for widening project of existing bridge.
EDUCATION
Master of Science,Civil Engineering—California State University,Long Beach
Bachelor of Art, Geological Sciences—University of California at Santa Barbara
REGISTRATION
Professional Engineer/Geotechnical: California
Professional Engineer/Civil: California; Nevada
February 3,2012;revised August 30,2012 age 16
Professional Design Services for
F,1 Jf fF'°—" :L EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cut-de-Sac Drainage Mitigation true to Settlement
Pat taxon,RPA
BonTerra-Registared ProMssional Archapoiogist
Patrick Maxon will be the Archaeologist for the project. Mr. Maxon meets the Secretary of the Interior's professional standards
for Archaeology(36 Code of Federal Regulations [CPR]61); is a Registered Professional Archaeologist(RPA); and is a certified
Archaeologist in the County of Orange. He also meets the report preparation requirements of San Jan Capistrano City Council
Policy Number 601, which details the City's administrative procedures for considering cultural resources during development
projects. Mr. Maxon has 18 years of professional cultural resources management experience in Southern California and
considerable project experience in the City of San Juan Capistrano. BonTerra Consulting maintains a number of qualified
monitors on staff with varied experience throughout the Southern California region. Mr. Maxon wilt oversee the monitor working
on this project for the City of San Juan Capistrano.
Mr. Maxon is aware of the City's requirements for this project. BonTerra Consulting has retained the services of the Juaneno
Band of Mission Indians, Acjachemen Nation (David Belardes group) to conduct Native American monitoring together with the
BonTerra Consulting archaeologist. Both BonTerra Consulting and Mr. Maxon have worked together for many years with the
Juaneno.The Juaneno representative would monitor only when accompanied by a BonTerra Consulting Archaeological Monitor.
Mr. Maxon has extensive experience working in San Juan Capistrano and as such is knowledgeable of the project area, and
that most of San Juan Capistrano requires a sensitivity to the presence of buried cultural resources. Prehistoric sites may be
buried in the subsurface and the possible presence of buried historic resources is elevated in the vicinity of historic structures,
RELEVANT PROJECT EXPERIENCE
Metrolink Grade Crossings Improvement Project Guttural Resources Monitoring, San Juan Capistrano. The Metrolink
Grade Crossings Improvement Project consists of the monitoring of trenching and other excavations for upgrades to four
Metrolink and City street intersections, which are undertaken by three separate contractors under three separate contracts. The
contractors include Herzog Contracting Corporation, Mass Electric Construction, and Reyes Construction. Project construction
includes the Metrolink Line intersections with Oso Road, La Zanja Street, Ciel Obispo Street, and Verdugo Street and must be
monitored under the City of San Juan Capistrano City Council Policy No. 601. Monitoring of site work commenced in early
March 2011. To date, monitors have recovered several instances of animal bone and minimal amounts of modern refuse. One
collection of bones recovered at La Zanja Street was suspected of being human; however, the Orange County Coroner
determined that the bones were not of human origin, Excavation work is ongoing at three of the four locations (Verdugo Road
will begin later)and will continue into 2012.
Chevron Service Station Hydrocarbon Remediation System Project, San Juan Capistrano. Mr. Maxon was the Project
Manager for the monitoring program for the Chevron Gas Station trenching project located at the southwestern corner of Del
Obispo Street and Camino Capistrano in the City of San Juan Capistrano. The project consists of the installation of a
hydrocarbon remediation system that requires underground piping to various on-site wells and entailed trenching down to 48
inches below grade.No significant cultural resources were recovered.
Mission San Juan Capistrano Gift Shop Archaeological and Native American Monitoring, San Juan Capistrano. Mr.
Maxon performed Archaeological and Native American Monitoring at the Mission San Juan Capistrano gift shop. Geotechnical
trenching was conducted to determine what was damaging the gift shop walls.
Mission San Juan Capistrano Peregrine Chapel Archaeological Monitoring, San Juan Capistrano, Mr. Maxon served as
the Project Manager for the archaeological monitoring of Peregrine Chapel, He oversaw archaeological monitoring; coordinated
with the Native American Most Likely Descendent;and assisted in report preparation.
Valle Road Improvements Cultural and Paleontological Services, Surveys and Monitoring, San Juan Capistrano. Mr.
Faxon was responsible for cultural and paleontological literature reviews; Native American consultation; cultural and
paleontological surveys of 18 acres;and 12 weeks of full-time monitoring during grading,
February 3,2012;revised Auqust 30,2012 ., age 17
' ` �= Professional Design Services for
EI Camino Real at Don Juan Retaining Wali and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Huitt-Zollars Experience
Design Survey and Civil Engineering Services for the Bluff Cove Landslide Remediation—Palos Verdes Estates:
Huitt-Zollars performed design survey and prepared the civil design and roadway reconstruction plans for the Bluff Cove
Landslide remediation project. The project consists of the construction of a soldier pile wall adjacent to Palos Verdes Drive
West north of Via Monte Mar to mitigate the effects of the Bluff Cove Landslide on the roadway,which has been eroded away by
the slide. Preparation of specifications and engineer's estimates, and utility coordination services, were also provided. Huitt-
Zollars performed this work as a subconsultant to GMU Geotechnical, which provided the structural and geotechnical design of
soldier pile wall and landsiide remediation.
Oso/Marguerite Intersection Widening—Mission Viejo,California:
Huitt-Zollars prepared and directed detailed studies for final geometrics and prepared final construction documents for this City
project to add one through-lane in each direction on Oso Parkway, right-turn-only lanes in each direction on Marguerite
Parkway, and create double left-turn lanes in all four directions of the existing arterial highway intersection. Raised medians on
all four legs of the intersection were completely reconfigured. Design constraints included access to existing developments, an
adjacent hillside slope buttress, major water pressure reducing station, and other utility vaults and facilities.This project affected
4,600 linear feet of highway, three signalized intersections, and included 1,700 linear feet of retaining walls. Topographic
surveys were provided and construction plans, specifications, and estimates were prepared, Huitt-Zollars also coordinated the
work of sub consultants for environmental documentation,traffic engineering,landscape architecture, and cost estimating.
Blufftop Beach Restrooms—Huntington Beach,California
This project provided permanent sanitary, well lit universally accessible restrooms along one of Southern California's most used
beached. There were four restrooms placed every quarter mile along the beach. Due to the need to comply with the Americans
with Disabilities Act, and the restrooms being situated close to the bluff, ramps were required for access resulting in retaining
wails, some of which were over 5 feet in height. These state of the art facilities are powered by Photo Voltaic panels which
provide electrical power and lighting to the structures.
Antonio Parkway Widening—grange County,California
Huitt-Zollars prepared construction documents for two phases (Phase 1 & 3) of this OC Public Works Project, which was
contracted by developer Rancho Mission Viejo(RMV). This unique partnership between the County and RMV proved to be very
successful in delivering a fully funded (local, state, and federal) project consisting of approximately 900 feet of bridge widening
and 1,5 miles of roadway widening. The construction plans included 1,900 feet of roadway widening (from four lanes to six
lanes), 11.5 acres of grading, 2,500 feet of storm drains, 4,223 feet of domestic water lines, 2,478 feet of recycled water lines,
450 feet of sewer line, and numerous local relocation plans for existing utility crossings. The project also included two unique
low-flow diversion structures for managing storm water quality. Huitt-Zollars managed sub consultants (contracted directly with
RMV) for landscaping, geotechnical, and irrigation design; and he managed a direct consultant for structural design of a 200-
foot-long soldier pile retaining wall and a structural analysis for construction activities over Santa Margarita Water District's
(SMWD)42-Inch Sewer Outfall Line.
Subconsultant Team Members Experience
Geo-structural Design (GMU Geotechnical)—Various Locations
• County of Orange--Antonio Parkway at Ortega; Masonry Retaining Wall Design; Client: Rancho Mission Viejo
• City of Newport Beach—Galaxy Drive; Soil Nail Wall;Client: City of Newport Beach
• Coto de Caza/Orange County—Via Violetta Lane; Masonry and MSE Wall resign; Client: Mr. Pete Capriotti
• County of Orange/Irvine Coast-Crystal Cove Master Planned Community; MSE Wail Design; Client: The Irvine
Company
• Rancho Palos Verdes—Palos Verdes drive North; Solider Pile and Tie-back Wall; Client: City of Rancho Palos Verdes
• Fullerton;Masonry Retaining Wali; Client: DTE Rebar and Post Tension
• Coto de Caza/Orange County—Trigo Trail; Masonry and MSE Wail Design;Client: Mr. Mc Fadden
f - _.
February 3,2012;revised August 30,2012 age 18
C` Professional Design Services for
jr-it.Ifff U_ .;,�' Fl Camino Real at Don Juan Retaining Wali and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Pavement Rehabilitation (GMU Geotechnical)—Various Locations
Select pavement rehabilitation projects GMU has worked on include:
■ Pacific Coast Highway, Golden Lantern, Stonehill Drive, Del Obispo Street, & Camino Capistrano: Client; City of Dana
Point
■ Irvine Center Drive, Lake Forest Drive, Bake Parkway, Portola Parkway, and Sand Canyon Avenue: Client: City of
Irvine
■ Golden Lantern, Camino Del Avion, Niguel Road, Cabot Road, Paseo de las Colinas, and Camino Capistrano: Client:
City of Laguna Niguel
■ Santa Margarita Parkway and Antonio Parkway: Client: City of Rancho Santa Margarita
• Antonio Parkway Widening, Ladera Ranch: Client: Rancho Mission Viejo/County of Orange
Southern Subregion Natural Community Conservation Program Ad Hoc Committee Alternative 1 and 2 Baseline
Science Advisors'Principles Review, San Juan Capistrano(BonTerra Consulting)
BonTerra Consulting prepared a review of the NCCP Alternative 7 and 2 -Baseline Science Advisors'Principles, prepared by
the Southern Subregion Natural Community Conservation Plan (NCCP) Ad Hoc Committee, The Principles were reviewed in
comparison to the Principles of Reserve Design Species Conservation and Adaptive Management for the Proposed Southern
Orange County NCCP(NCCP Principles) (May 1997, The Southern Orange County NCCP Science Advisors) and the potential
conflicts with the biological viability of open space areas within the City of San Juan Capistrano,The City used this information in
its participation in the Southern Subregion NCCP program during the formulation of the program in areas that interface with the
City's corporate boundaries.
Vereda Bikeway Gap Closure Project San Juan Capistrano(BonTerra Consulting)
BonTerra Consulting served as the environmental consultant to the City of San Juan Capistrano for the Vereda Bikeway Gap
Closure Project. The project, located within the City of San Juan Capistrano and adjacent to San Juan Creek, proposed to
construct a new undercrossing of the Los Angeles—San Diego (LOSSAN) Rail Corridor and to create a grade separation for the
Vereda Bikeway, which will ultimately connect the eastern city limits of San Juan Capistrano with Doheny State Beach. Project
actions include, but are not limited to, a new paved bikeway, a new railroad bridge, retaining walls, modification of the existing
drainage system, and utility relocation within the project limits. Key environmental issues of concern include the presence of
contaminated soils and concerns regarding the project's proximity to San Juan Creek, Technical studies prepared in conjunction
with this project include a Cultural Resources Reconnaissance; a Phase I Initial Site Assessment and associated Subsurface
Investigation; a Water Quality Evaluation; a Floodplain Evaluation; and a Delineation of Jurisdictional Waters and associated
consultation with the California Department of Fish and Game(CDFG)and the USACE.
Xi
February 3,2012;revised August 30,2012 age 19
ff � Professional Design Services for
EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Project Understanding, Approach & Scope of Services
In this section of the proposal,we will first provide a narrative of our understanding of the project, primarily through addressing
the myriad of issues associated with such a project,followed by our approach and scope of services.
Project Understanding
The City of San Juan Capistrano proposes capital improvements at two locations; a retaining wall on El Camino Real at Don
Juan Avenue and street/drainage improvements in the Paseo Peregrino Cul-de-sac,
The retaining wall along the west side El Camino Real is needed to mitigate slope erosion and protect the integrity of the
roadway. The work in the Paseo Peregrino Cul-de-sac will provide for localized drainage repairs and replace damaged curb
and gutter.
Project Approach
Our proposed project manager/project engineer for this project performed field reconnaissance of both streets. There are
several key issues noted that will be addressed during the design of the project. These are:
EI Camino Real at Don Juan Avenue: Paseo Peregrino Cul-de-sac
11 What type of wall is best? Deterioration primarily in and around outer radius of
Existence of Pepper Trees cul-de-sac bulb
Deed to improve drainage
Minimize disturbed area
Deed to protect utilities
Some of these issues we have identified are elaborated upon below.
What type of wall is best?
The RFP stated that a soldier pile wall was suggested along EI Camino Real. Based on our field
APPROACH. reconnaissance, this type of wall is not necessary as it is more appropriate for mitigating slope failures
due to land movement or for retaining slopes much higher than at this site. The issue here is one of erosion and sloughing;
thus, our approach will be to develop a solution that utilizes a conventional wall system, such as a CMU or cast-in-place wall
with cantilever footings. This will be a much less costly effort than constructing a soldier pile wall. An initial stage of the
design process will be to develop wall type selection concepts, assess impacts to adjacent school district property, and
provide options for an integral or veneered architectural treatment.
Existence of pepper trees. Pepper trees line the west side of EI Camino Real, Trees are always a
resource that should be protected,especially when they are historic in nature.
q Retaining wall design concepts need to incorporate context-sensitive solutions to address incorporating
aCh► the City's natural resources Into proposed retaining solutions. Unfortunately, pepper trees do not have an
indefinite life span nor reach the age of the grand oaks we often hear about, However,depending on the age and condition of
the pepper trees, one solution may be to begin a pepper tree replacement program whereby the trees that are most stressed
and in conflict with a new wall are removed now and new replacement pepper trees planted as part of the project. Then, over
the next several years, trees can be removed and replaced as warranted, A program such as this will maintain the existing
character of the neighborhood. Partnering with the City's arborist and the school district, whom we understands maintains the
trees,will be an important step in developing such a plan if this is the most appropriate approach.
February 3,2012,revised Auqust 30,2012 " Page 20
Professional Design Services for
EI Camino Real at Cion Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Associated with natural resources are cultural resources. Our proposal includes providing cultural resource monitoring during
exploratory excavations.
Need to improve drainage. The RFP mentions that recent heavy rains have eroded the slope. Overall
this appears to be the case. However, it was also noted that there are areas of severe erosion as if runoff
overtopped the curb,such as in the area immediately across from the centerline of tion Juan Avenue.
Our approach will be do review the drainage pattern at the EI Camino Real/Don Juan intersection and
APPROQCH consider constructing a higher barrier along the west side of EI Camino Real adjacent to Don Juan
Avenue,such as a standard 8-inch curb. Additionally,design of the retaining wall will incorporate appropriate drainage swales
behind the wall to convey runoff.
Minimize disturbed areas. The Model Water Quality Management Pian (WQMP) for South County
essentially states that a public agency project of 5,000 square feet or more shall incorporate United
States Environmental Protection Agency (USEPA) guidance, "Managing Wet Weather with Green Infrastructure: Green
Streets"in a manner consistent with the maximum extent practicable(MEP)standard.
Horizontal disturbance will mainly be from construction of footings for the retaining wall. Our design 411
A=Z!E Ia► `� attempt to minimize the extent of disturbance in an attempt to remain below the 5,000 square foot limit for
disturbed area. Minimizing the disturbed area for any associated drainage improvements will be considered as well.
Need to protect utilities. It is anticipated the utility coordination will be minimal for this project. However,
during our field reconnaissance, it was noted that power poles and appurtenant guy wires exist along the
west side of El Camino Rea I along the subject slope.
,aPPRoc The primary focus of our utility effort will be to notify SDG&E (Patti Good) of the project and proposed
improvements. This will allow them to begin to develop appropriate mitigation measure to accommodate
construction (such as temporary support) and to identify necessary utility work windows that the contractor must provide in
order for SDG&E to perform their work during the construction period. In addition to this work, our plans will incorporate and
identify existing utilities based on available record information provided by the affected agencies as well as our field survey.
Deterioration primarily in and around outer radius of cul-de-sac bulb. What caused the damage in the
Paseo Peregrino Cul-de-sac?
Based on our preliminary field reconnaissance of the Paseo Peregrino cul-de-sac, it is felt that there does
.9IsP�DCH not appear to be any significant geotechnical issues that would lead to the damage noted to the
pavement and curb and gutter around the outer radius of the cul-de-sac bulb. One theory is that the damage has slowly
occurred over the years by heavily loaded trash trucks, as the damage appears to be from local roadway fatigue, Our scope
of work will include a site visit by a registered geologist and geotechnical engineer in order to perform a non-destructive,visual
assessment of the area to confirm this theory. Should this be the case, removal and replacement of damaged curb, gutter and
sidewalk and pavement overlay as outlined in the RFP will be a reasonable solution. To add additional support to
accommodate roadway loads, aggregate base and steel reinforcing can be specified as part of the construction of curb and
gutter; a thickened asphalt concrete section can be constructed adjacent to the curb. These would be cost effective solutions
to provide for a higher level of long-term performance of the roadway improvements.
February 3,2012;revised Auqust 30, 2012 Page 21
."t,J F Professional Design Services for
EI Camino Real at Dan Juan Retaining Wall and
Paseo Peregrine Cul-de--Sac Drainage Mitigation Due to Settlement
Scope of Services
EL CAMINO REAL AT DON JUAN AVE NUB RETAINING WALL(CIP071 11)
Phase 1, Preliminary Engineering
Task 1.1 —Obtain City Plans
Working with City staff, Huitt-Zollars (HZ) will research record City plans for roadway, storm drain, sewer, water and
whatever else may be available within and around the project limits,
Task 1.2—Coordination with Dry Utility Providers and Potholing
A. HZ will send letters to utility providers, including electric, telephone, cable TV, and gas company etc. to obtain
their record drawings for the project area.This information, together with the survey data and field walks will be
utilized to plot these utilities.
BAZ will provide utility company notification letters to these same utility providers at the preliminary stage of
design for the purpose of seeking input for potential future facilities, conflict resolution and the need for
relocations if necessary. We will provide this information at the preliminary phase, and again at the final design
phase.All correspondence outgoing and incoming will be provided to the City,
C. HZ will coordinate potholing as may be necessary through a sub-contract with a company that specializes in the
soft-dig methodology of utility location. For the purposes of this proposal, we have provided a budget amount
for this effort.
Task 1.3•Topographic Survey
Research record data including Assessor's Parcel Mapping, recorded subdivision mapping, Record of Surreys, and
centerline tie information as available from the County of Orange and the City for calculation of the street alignment
and existing R1W information.
Recover the existing monumentation along the centerline of EI Camino Real and Don Juan Avenue for use as a
Basis of Bearings and horizontal control. The Orange County Department of Public Works Vertical Control Network
will be utilized for vertical control,and we will utilize either the NGVD29 or the NAVD88 datum as directed by the City.
This work will include cross sections at 25-foot intervals along EI Camino Real(approximately 500 L.F,)extending the
sections from the east right of way and into the parking lot of the CUSD property. Sufficient shots will be taken at
grade breaks,tops and toes of slopes, walls etc.to prepare a Digital Terrain Model of the existing surface.Work also
includes location of all utilities (above ground), drainage structures and paths, trees, signs, street lights, and other
appurtenant improvements in the project area.
Task 1.4—Site Assessment and Concepts
Utilizing survey data, HZ will prepare a 1" = 20' base plan that will include topography, existing utility information,
trees and existing improvements. From this base information, the HZ team will provide concepts for consideration by
the City.The concepts will only be"engineered"to point of providing a reasonable opinion of footprint impact. These
concepts will include schematic versions of a standard plan (Caltrans) wall, and c) an engineered wall that may be
constructed with CMU or be cast-in-place.Additionally, options can be provided to address an architectural treatment
that is either veneered or integral to construction. With each of these concepts, a Preliminary Engineers Opinion of
Probable Cost will be prepared and provided to the City with the conceptual layouts, From this information, the HZ
team will be relying on direction from the City as to which alternative that they desire. The HZ team will not proceed
with final design of the wall until directed to by the City based on the City's preferred alternative.
February 3,202;revised Aaqust 30,2012 q Page ZZ
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Task 1.5—Miscellaneous Issues
A. The HZ team has prepared this proposal based on providing engineering design for a soldier pile retaining wall
as noted in the RFP. As stated above, we will also provide alternatives within the Preliminary Design Phase.
Alternative wall aesthetics will also be considered. Once the preferred alternative has been selected by the City,
our geotechnical team member,GMU Geotechnical will perform their exploration and prepare a report.
B. It is understood the existing pepper trees are in integral component of the wall design. We have not included an
arborist on our team as it was stated in a conversation with the City that they would provide that service. Should
the trees be healthy and the determination made that they should be saved, the wall design will respect the
trees.
C. In conjunction with the wall design, street improvement plans have been noted as necessary to address
eliminate the potential for the erosion that took place with the existing improvements.
D. Drainage will be ars important consideration in order to Keep the roadway water from entering the CUSD
property. This may be able to be achieved with gutters at the driveways and will be considered through the
design process.
E. Guardrails will be considered and presented to the City if requested after the conceptual design is chosen by
the City.
F. utility relocations will be addressed as a part of this project should they be necessary, but since this is
something that can't be determined until atter design is complete; we have not provided a fee associated with it,
However,disposition of surface features such as fire hydrants, manholes,valves,etc,will be noted on the plans
developed in Task 3.1
G. Geo-structural services will be provided by GMU Geotechnical. HZ and GMU have worked together for decades
and have a very good working relationship. They will be responsible for the structural calculations for the wall
should a standard plan wall not be used.
H.We will prepare a Preliminary Concept Plan based on the alternative selected by the City for the City's use in
developing the environmental determination. Other than this plan, the environmental determination will be
accomplished by the City.
I. Archaeological and Native American monitoring wilt be provided by BonTerra Consulting, who will provide
trained and qualified personnel to monitor all required project-related ground-disturbing activities during the
design phase to satisfy the cultural resources monitoring requirements of San Juan Capistrano City Council
Policy Number 601. As with GMU, HZ and BonTerra have a longstanding working relationship on many
projects in south Orange County.
Task 1.6—Preliminary Engineers Opinion of Probable Costs
Based upon the City's selection of their preferred alternative, the HZ team will refine the EOPC conceptually
presented for each alternative as noted above under Task 1 A.
Task 1.7—Meetings
Based upon the number of meetings requested in the RFP (4), it is assumed that these meeting will be 3 hours each
for a total of 12 hours. In addition, we have included 8 hours for internal team meetings for a total of 20 hours for the
project manager.
We are also including 2 meetings for attending the Development Advisory Board meeting and the City Council
meetings at 4 fours each for an additional 8 hours,
February 3,2012;revised Auqust 30,2012 Pag�e2 3
H[ . Professional Design Services for
�.,� M EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Phase 2: Environmental Determination
With the exception of preparing a plan for the City's use in this process, (see item 5H above), The HZ team has not
included this item in our scope of work.
Phase 3: Fina[Engineering
Task 3.1 —Street Improvement Plans{Retaining Wall Plans
Our team will prepare construction documents including street improvement plans and retaining wall plans in
accordance with the City's requirements for the preparation of these types of plans. This design effort will only begin
after the City has selected the preferred alternative.
Task 3.2—Structural Calculations and Analysis
In support of the structural calculations and analysis for retaining wall concepts and design, the following geo-
structural work will be performed;
• Geotechnical Investigation consisting of backhoe trenches at the toe of slope.
0 1 full day of backhoe
o Goals of the backhoe trenches are:
■ Geotechnical characterization of wall
■ Identify bearing material for wall
■ Collect samples for geotechnical testing
o Assumes:
® Full access from parking lot below.
•
No permits required
• Pio obstructions(i,e. utilities) at toe
0 Backhoe trenches will be logged by engineerigeologist
o Archeological and Dative American monitoring will be conducted during on-site geotechnical
investigations.
Laboratory testing
o Perform the following tests: moisture and density,Atterberg limit and grain size,compaction,
con solid ationlhydro-collapse, direct shear tests, and corrosion tests.
• Geotechnical analysis
o Develop soil pressure model for structural design
o Global slope stability(i.e. below wall structure)
o Assumption, A standard geotechnical report will not be prepared;a summa ry of findings will be included
with structural calculations. Design will be a geo-structural design.
Structural analysis
o Analyze various cantilevered wall scenarios(i.e.varying wall heights,sloping conditions, etc.)
o Structural design of conventional cantilevered masonry or cast-in-place wall
■ Develop plans and specs for wall.
Task 3.3—Project Specifications
HZ with the input from the other team members will prepare the Schedule of Work Items, the Speciai Provisions and
the Detail Specifications & Method of Payment sections of the Protect Specifications based on the City's boilerplate
and Greenbook support.
February 3,2012;revised Auqust 30,2012 Page 24
Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Taste 3.4—Final Engineers Opinion of Probable Costs
Based upon the Final Construction Documents, the HZ team will prepare the EOPC.
Task 3.5--Deliverables
The deliverables for this project will include:
A. 24"X36"reproducible mylars.
B. CD containing ACAD.dwg files of plans in accordance with the City's digital submission standards
C. CD containing pdf files of plan set for printing at 11'X17".
D. CD containing Specifications
E. CD containing structural calculations
Task 3.6—Reimbursables
We have included a budget amount for reimbursable expenses such as reproduction,mileage,etc.
Task 4.0—Items Specifically Excluded From This Proposal
A. The services of an Arborist(to be provided by City).
B. Utility Relocation costs(as this cannot be determined at this time).
C. Hydrology and hydraulic analysis
D. Construction Support Services including Bid Sup port.
E. Permitting,
PASEO PEREGRINO CUL-DE-SAC DRAINAGE MITIGATION DUE TO SETTLEMENT(CIP12501)
Phase 1: Preliminary Engineering
Task 1.1--Obtain City Plans
Working with City staff, Huitt-Zollars (HZ) will research record City plans for roadway, storm drain, sewer, water and
whatever else may be available within and around the project limits.
Task 1.2—Coordination with Dry Utility Providers
A. HZ will send letters to.utility providers, including electric, telephone, cable TV, and gas company etc. to obtain
their record drawings for the project area.This information,together with the survey data and field walks will be
utilized to plot these utilities.
B. If necessary, HZ will provide utility company notification letters to these same utility providers at the preliminary
stage of design for the purpose of seeking input for potential future facilities,conflict resolution and the need for
any relocations, We will provide this information at the preliminary phase, and again at the final design phase.
All correspondence outgoing and incoming will be provided to the City.
Task 1.3.Topographic Survey
Research record data including Assessor's Parcel Mapping, recorded subdivision mapping, Record of Surveys, and
centerline tie information as available from the County of Orange and the City for calculation of the street alignment
and existing RIW information.
February 3,2012;revised Auqust 30, 2012 Pa:ge:2:5�
11'FF Professional Design Services for
El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Recover the existing monumentation along the centerline of Paseo Peregrino for use as a Basis of Bearings and
horizontal control. The Orange County Department of Public Works Vertical Control Network will be utilized for
vertical control,and we will utilize either the NGVD29 or the NAVD88 datum as directed by the City.
This work will include sufficient survey to design improvements necessary within the cul-de-sac area. Work also
includes location of all utilities (above ground), drainage structures and paths, trees, signs, street lights, and other
appurtenant improvements in the project area.
Task 1.4—Site Assessment and Concepts
Utilizing survey data; HZ will prepare a V= 20' base plan that will include topography, existing utility information and
existing improvements. From this base information, HZ will prepare a conceptual plan showing the solution to the
problem. We will not proceed with final design until directed to by the City based on the City's approval of the
proposed solution.
GMU Geotechnical will perform on-site field reconnaissance with a geotechnical engineer who has
hill sidellandslidelpavement experience and expertise to perform a non-destructive, visual assessment of the area, in
order that they can provide their perspective and advise on proposed rehabilitation strategies for the cul-de-sac.
Task 1.6—Preliminary Engineers Opinion of Probable Costs
Based upon the City's approval of the solution presented,HZ will prepare a Preliminary EOPC.
Task 1.7—Meetings
It is assumed that the meetings for the EI Camino Real at Don Juan Avenue project included above will also serve
the purpose for discussions necessary for this project,so no meeting time has been included herein.
Phase 2: Final Engineering
Task 2.1 —Street Improvement Plans
Our team will prepare construction documents including street improvement plans in accordance with the City's
requirements for the preparation of these types of plans. Street improvements may include curb, gutter and sidewalk
replacement or repair, pavement rehabilitation, and replacement or repair of catch basin and storm drain connector
pipe to match existing. Separate storm drain plan and profile sheets are not proposed.
GMU will develop pavement rehab strategy for overlay of cul-de-sac and thickened AC section adjacent to curb and
gutter for truck loading utilizing assumed R-value and Ti, and present results in a brief memo.
Task 2.2—Project Specifications
HZ will prepare the Schedule of Work Items, the Special Provisions and the Detail Specifications & Method of
Payment sections of the Project Specifications based on the City's boilerplate and Greenbook support.
Task 2.3—Final Engineers Opinion of Probable Costs
Based upon the Final Construction Documents, HZ will prepare the EOPC.
February 3,2012;revised August 30,2012 Page 26
Professional Design Services for
H: F2-f El Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Task 2.4--Deliverables
The deliverables for this project will include:
A. 24"X36"reproducible mylars.
B. CD containing ACAD.dwg files of pians in accordance with the City's digital submiss ion standards
C. CD containing pdf files of plan set for printing at 11'X17".
D. CD containing Specifications
Task 2.6—Reimbursables
We have included a budget amount for reimbursable expenses such as reproduction, mileage,etc.
Task 3.0—Items Specifically Excluded From This Proposal
A. Potholing.
B. Utility Relocation design costs
C. Environmental Determination
D. Construction Support Services including Bid Support.
E. Permitting.
Project Schedule
Weeks from NTP
Task Name
ltceo Proceed; ..
Project Management
Data Collection/Field Survey
bite Arsesmnt Goncpts
60%o PS&E
95% PS&1=
FFA Ql� Ky Ararc R�vxer
Agency Review
al
(loft
Fee Schedule
The proposed fees to provide the scope of work outlined herein this proposal are as foflows:
• El Camino Real at Don Juan Avenue Retaining Wall: $48,425
• Paseo Peregrino Cul-de-sac Drainage Litigation: $16,870
These fees are predicated on award of both projects to uitt-Zollars, Inc.concurrently.
Detailed fee breakdowns can be found on the following page.
Tim
Page 27
February 3,2012;revised Auqust 30, 2012
77
rs
� ' Ca1Ty of. an,Jar:�at�tt�6f�a»�irit 1�a�f atfltst�.�tr�ta� t�u�.t�aft .
-
C�SL`rl�itt;[t
si �r T g i€ear e ,� s Pon 93n� s *car Tins. � Usv Lao 3 F�fop 1<ur Z6�� � 5u a�dFa€At
C I $19 S..15c, Im - $12.5 Sav «tom
n' ? a to <+ r si € T I d US
cz _
. s?c
1,2 CI,^+C15111 IAP VItf3 'r -'�.:X ft�r� rs€ , ..._._ ... ....., .. a 15
--- _ ---- ---- _ _ r -- . ----- _
Tia �� e �� E� �a" sr,� �"
} x^�
C TW 1.4 so,4,tsaesst:girt 5-,1 S-'o'erg'.s' r,
.-
135k
p = S-Lbblo: 1 511,010 s I'Duo 311 U3ra
T:;-Q;1, -- .#Ym F grklf n ar€s 3.��sa t le S F11"
a3a r. tears, 4 4 24 74
€
Ta k r fB ga;a"I, sail Fbm a,ec?s: ( ' —_ �2.77a W1 .775
i
Tia.:,3 5"'a"act 5C cT a'i-*1f7 I
Cm`s€ 1 t —' ...._. r $1 24J...�.,
ul T, G fl t9 .o-4 t P0,7I5 1 $34,405
TOTAL 19 36 ' 24 44 4. 1 8 16 16 167 1$1,5001 $24,654 $23.775 $48,426 �
"C7
.�1�'"rtS�rt,�taartG�p3�irat�4;1��s�st8'nr �#tiaCul`�t1ms3�Dt�itf�gtE9�# �ts�ac'�tre,ea>�at�airstlnt �
�e5Er€�,.EGtt
i=,P -Fn=cr "s'r':P '• n
E '2fe- ; c:iak ^z'rt r P' -z l l€v; Fl,q eo sem Sona;- .a,aa �.g: c
s antes;Err Ix r Desmro ev" &i por iia a a nesar Toch Cres Lal. E#�0?4a ,
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9 fi1:r,A v;sf? 32� ;'1�C 593 v9ts3 a?'a i=:�a4i'a E Fee >.a
s
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m 3
ask e i ',,air O.
* -A ;3cc °crap ',u,-,Cyj 1 " 8 i D �.-'36 ; S'. i @. ;M
t f,4 sae Assessment a;,t "s 4 S 8 a�dw > — rD
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n s
sa 1 d ai"sceCf alas, i S �1-< v Q
Sof, Sun 5�.8�� m v tQ
_p TOTAL 1! 2� � 29 � 1 d 8 8 ! a� 1 591 S13,46G 1 920 �i 37fl o � m
to
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� � Professional resign Services for
FI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
Sample Agreement & Insurance
Revisions to sample Agreement
Huitt-Zollars has reviewed the Sample Agreement and shall meet the requirements upon selection.
February 3,2012;revised Auqust 30,2012 Page 29
] � A Professional Design Services for
1 EI Camino Real at Don Juan Retaining Wall and
Paseo Peregrino Cul-de-Sac Drainage Mitigation Due to Settlement
References
HUITT-ZOLLARS
Jeff Thumpson,Vice President Kenny Nguyen;Sensor CNII Engineer
RMV Entitlement Company(Rancho Mission Viejo) City of Santa Ana
Phone; 949.240,3363 Phone,714,647.5632
.. ..
Harry Persuad,Manager Marlene Miyo hs,.Director of'' 0isc.Wor s
OC Planned Communities--OC Public Works City of t.awndale
County of Orange, CA Rhone.310.973:3266;"
Phone;714.667.9655
February 3,2012;revised Auqust 34,2012 7> ��
Page 30
ATTACHMENT 3
Project Site Photographs
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Photo I • I • • Cul-de-sac (SoutherlyPortion of Roadway) I 12501)