Michael Baker InternationalProposal
Professional Engineering Services
Calle Tampico
Drainage Improvements
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INTERNATIONAL IYIeNlakeA.Dfference
The Mission of Michael Baker International is to be the best engineering, planning,
consulting, and professional services company in the industry, where we make a
difference by continuously innovating and delivering outstanding service to our
clients and providing our people with fulfilling careers where they attain personal
and professional satisfaction and make a demonstrable difference in the
communities in which we live and serve.
Michael Baker
Proposal for Professional Engineering Services
Calle Tampico Drainage Improvements
Project No. 2015-12C
Prepared for:
City of La Quinta
Design and Development Department
September 28, 2017
t Prepared by:
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I N T E R N A T 1 0 N A L
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Michael Sutton, PE I Principal In Charge
Mark Swanson, PE I Project Manager/Point of Contact
75-410 Gerald Ford Drive, Suite 100
t Palm Desert, CA 92211
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WORK PROPOSAL
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
TABLE OF CONTENTS
A. Cover Letter............................................................................................................................1
B. Statement of Qualifications....................................................................................................2
Project Team Organization Chart.....................................................................................2
Project Personnel Resumes..............................................................................................3
Experience with Similar Work.........................................................................................13
C. Project Understanding and Approach..................................................................................18
D. Scope of Work Program........................................................................................................23
E. Project Schedule...................................................................................................................31
F. Non -Collusion Affidavit Form...............................................................................................33
COST PROPOSAL (Under Separate Cover)
NTE AN AT 10N AL T a P a g e I I
► Leader in Flood Mitigation. Key members of the Michael Baker team were directly involved with the City in the
development of the Focused Drainage Study and understand the complex flooding conditions and advanced model used
in the preliminary analysis. Mr. John McCarthy, PE, CFM will lead the effort to update the design hydrology and hydraulics,
and identify cost-effective solutions to provide the requested level of flood protection.
Michael Baker has reviewed the RFP and Professional Services Agreement and accepts the terms provided. We appreciate the
opportunity to submit our proposal and look forward to assisting the City on this important project. Should you have any questions,
please contact Mark Swanson (760.776.6135; mark.swanson a(7.mbakerinti.com) or me (760.340.6112; msulton(a�mbakerintl.com).
Sincerely,
Mike Sutton, PE
Principal -in -Charge I Vice President, Palm Desert Office Manager
MBAKERINTL.COM
75-410 Gerald Ford Drive, Suite 100 1 Palm Desert, CA 92211
Office: 760-346.74811 Fax: 760.346.8315
Michael -
We Make a Difference
s
INTERNATIONAL
September 28, 2017
Edward J. Wimmer, P.E., Principal Engineer
City of La Quinta
Design and Development Department
78-495 Calle Tampico
La Quinta, CA 92253
RE: Proposal for Professional Engineering Services
Calle Tampico Drainage Improvements
C)
Project No. 2015-12C
Dear Mr. Wimmer:
0
As a result of a focused drainage study prepared last year by Michael Baker International
Proposal Point of Contact:
(Michael Baker), the City of La Quinta is seeking a consultant to further evaluate and
Mark Swanson, P.E.
C
design drainage improvements along Calle Tampico. Michael Baker proposes a team that
Project Manager
provides local knowledge and resources with the appropriate expertise and technical
Michael Baker International
understanding of the flood hazard to deliver this project in an efficient and cost-effective
75.410 Gerald Ford Drive
manner. Key advantages provided by the Michael Baker Team include:
Suite 100
(
► Highly Qualified Team: Michael Baker's team offers significant expertise in public
Palm Desert, CA 92211
dl. m Desert, CA
dl. 760wa6,6135
works engineering and design of flood hazard mitigation solutions. Our proposed
bakerintl.com
team is comprised entirely of in-house staff members specializing in municipal
design and stormwater projects. Project Manager, Mark Swanson, PE, has nearly 15 years of experience managing
complex engineering design projects for clients throughout Southern California.
► Leader in Flood Mitigation. Key members of the Michael Baker team were directly involved with the City in the
development of the Focused Drainage Study and understand the complex flooding conditions and advanced model used
in the preliminary analysis. Mr. John McCarthy, PE, CFM will lead the effort to update the design hydrology and hydraulics,
and identify cost-effective solutions to provide the requested level of flood protection.
Michael Baker has reviewed the RFP and Professional Services Agreement and accepts the terms provided. We appreciate the
opportunity to submit our proposal and look forward to assisting the City on this important project. Should you have any questions,
please contact Mark Swanson (760.776.6135; mark.swanson a(7.mbakerinti.com) or me (760.340.6112; msulton(a�mbakerintl.com).
Sincerely,
Mike Sutton, PE
Principal -in -Charge I Vice President, Palm Desert Office Manager
MBAKERINTL.COM
75-410 Gerald Ford Drive, Suite 100 1 Palm Desert, CA 92211
Office: 760-346.74811 Fax: 760.346.8315
0
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rl City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
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STATEMENT OF QUALIFICATION`°
Firm Profile
Michael Baker has a rich legacy as an engineering consulting firm founded in 1940, with continued growth and
expansion since then. Specializing in engineering, planning, environmental compliance, program management, and
full life cycle support services as well as information technology and communications solutions, the firm provides a
host of differentiated and innovative services that enhance client projects. Through more than 6,000 employees and
90 offices worldwide, Michael Baker's focus is on the safety and security of people in our local communities and
across the globe.
Michael Baker has an extensive background in the analysis and development of comprehensive flood control
engineering and stormwater management programs. Our team is thoroughly familiar with flood control design
criteria, watershed modeling techniques, stormwater system requirements, stormwater pollution control and
assessment, agency processes, and regulatory issues. Michael Baker offers technical excellence and innovative
problem solving within the context of an effective, proven management approach in addition to the requirements
associated with environmental r
and stormwater quality 4 �'•.
regulations. We bring together
experts in the field of watershed -�-�'-
management and flood control "
engineering to accomplish these
goals - experts that are familiar
Michael Sutton, PE John McCarthy, PE, CFM
with the region and that have
participated in similar projects.
Our proposed team of design PR07ECTMANAGER
professionals is experienced In Mark Swanson, PE, CPESC, QSD/QSP
watershed modeling techniques,
including state of the art
hydrology and hydraulic
computer models programs.
Team Organization
Michael Baker has selected a
highly -qualified team of
professionals who have worked
together on similar drainage
projects. The team is led by
Project Manager, Mark Swanson,
PE. Mr. Swanson has nearly 15
years of expertise in local
atmospheric conditions and
drainage facilities designed to
provide a safe environment for
the Coachella Valley community.
Resumes
HYDROLOGY/HYDRAULICS STORM DRAIN
Mulahid Chandoo, PE Charisse Garrido, EIT
Zachary Snyder, EIT
TRANSPORTATION ENGINEERING
Paul Mittica, PE
TRAFFIC CONTROL
Octavio Hernandez, PE
Subconsultants:
Petra Georechmcal, Inc (1)
Kana Subsurface Engineering (1)
SUPPORT SERVICES
FIELD SURVEY & R/W ENGINEERING
Chris Alberts, PLS
BIII Pope
CONSTRUCTABILITY REVIEW
Patrick Hanify, PE, LEED AP
UTILITY COORDINATION
Mark Swanson, PE, CPESC, QSD/QSP
POTHOLING
Malo Tauaese (2)
REGULATORY PERMITTING
Richard Beck, CEP, PWD,CEPSE
LANDSCAPE ARCHITECTURE
Jeremy Panzim, PLA
4
GEOTECHNICAL
Alan Pace (1)
WATER QUALITY
Tanya Brlezikpan, PE, QSD/QSP
Todd Pitner, PE, QSD/QSP
COMMUNITY OUTREACH
John McCarthy, PE, CFM
Siri Champion
Brief resumes summarizing key relevant experience of each of the proposed team members follow.
INTERNATIONAL B State ni Pnt of Qu If ICat I0 it
P a p P 12
C)
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
f O
Mark Swanson, PE, CPESC, QSD/QSP I Project Manager
Mr. Swanson is a registered Professional Engineer in the State of
California with experience in Land Development and Water Quality. He
has served as an Assistant Task Order Manager for several Caltrans Pilot
Study Monitoring Sites where he was in charge of construction,
maintenance, monitoring, and reporting through the duration of each
project. He prepared construction estimates and was responsible for all
material purchasing as well as preparing and signing all "as -built"
drawings. He performed sampling duties during qualifying events and
coordinated with the laboratory for analysis of collected samples. Mr.
Swanson managed all downloaded weather data (ISCO and Hach) and
was in charge of the end of season equipment demobilization of each
site. He prepared post storm technical memorandums (PSTMs) for each
event and conducted regularly scheduled vegetation assessments. Mr.
Swanson also supervised the preparation of Electronic Data
Deliverables (EDD).
Experience
Wilson Avenue Widening, Rancho Cucamonga, California. City of
Years with Michael Baker: 2
Years with Other Firms: 12
Degrees
B.S., 2004, Civil Engineering, California
State Polytechnic University, Pomona
Certificate, 2007, Construction
Management, California State
Polytechnic University, Pomona
Licenses/Certifications
Certified Professional in Erosion and
Sediment Control, California, 2010,
5694
Professional Engineer - Civil, California,
2008, 72332
Qualified SWPPP Developer (QSD),
California, 2011, 00457
Rancho Cucamonga. Mr. Swanson was in -charge of design of the
extension and widening of Wilson Avenue from East Avenue to
Wardman Bullock Road in Rancho Cucamonga in order for the City to provide secondary emergency access as well
as circulating access for a nearby school. The Project was located adjacent to a major flood control facility (to the
north), 96" diameter waterline owned by MWD (to the south) and an area inhabited by two endangered species
(San Bernardino Kangaroo Rat and California Gnatcatcher) surrounding the project. The project required the
construction of approximately 4,000 LF of new roadway, widening of approximately 1,000 LF of existing roadway,
crossing existing San Bernardino County Flood Control facilities, coordination with Cucamonga Valley Water District
to allow construction of a 16" waterline, and careful planning of roadway elevations to avoid increased pressures
over an existing MWD waterline. Mr. Swanson was responsible for the design of drainage facilities to cross under
the proposed roadway and carry up to 1,000 cfs toward the south, away from the roadway. With surrounding areas
inhabited by endangered species, this required extensive coordination with USFWS, CDFW, UCOE, and RWQCB.
After thorough coordination with the aforementioned agencies, two under crossings were designed for the
Kangaroo Rat to allow safe passage under the roadway. Mr. Swanson was in -charge of maintaining a controlled
budget and aggressive time schedule set forth by the City.
Riverside County Transportation Land Management Agency, Riverside County, California. County of Riverside. Mr.
Swanson provided plan check review for hydrology and hydraulic design and water quality management plans
(WQMP) for various projects located within unincorporated areas of Riverside County. Each project required direct
coordination with County staff in Riverside and Palm Desert. Coordination with Coachella Valley Water District
(CVWD) was necessary for projects located outside the limits of RCFCWCD. Mr. Swanson worked with the County
to ensure plans submitted by consultants met the requirements set forth by Flood Control (or CVWD) and the
County. Additional, budgets were maintained for each project review, documents were scanned and recorded for
backup purposes, and each project was reviewed within a timeframe specified by the County.
Water Quality Services at Crafton Hills College and at San Bernardino Valley College, San Bernardino and Yucaipa,
California. San Bernardino Community College District. At Crafton Hills College, Mr. Swanson provided engineering
and water quality services for development of the college's Solar Farm. The CHC Solar Farm is a 1.29 megawatt, high
performance solar plant that utilizes tower -mounted concentrator photovoltaic panels to generate over 90% of the
IN T RN AT 10N AL B State me n t o f Q u a l i f i c a t i o n s P a g e 13
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
power needs for the 6,200 student campus. The CHC Solar Farm Project was recognized by the San Bernardino and
Riverside Counties Branch of the American Society of Civil Engineers as an outstanding civil engineering project. Mr.
Swanson provided civil engineering support to place the Solar Farm on campus hillsides while maximizing solar
power generation, minimizing grading, and maintaining the pre -project hydrologic flow regime. Mr. Swanson was
in charge of the preparation of the project's Water Quality Management Plan (WQMP) to identify the Low Impact
Development (LID) techniques that to be incorporated into the project to protect water quality and to prevent
hydromodification impacts potentially associated with the development. Mr. Swanson also prepared the project's
Storm Water Pollution Prevention Plan (SWPPP) to help control construction -related impacts to water quality. Mark
Swanson supervised the preparation of the CHC Solar Farm SWPPP and signed the SWPPP as the Qualified SWPPP
Developer (QSD). Thereafter, Mark provided QSD and Qualified SWPPP Practitioner (QSP) services during
construction. QSP services included weekly, pre -storm, post -storm, during storm, and quarterly inspections of the
site, all conducted by Mark. Throughout construction, Mr. Swanson coordinately closely with the construction
superintendent and the construction management firm to ensure that appropriate storm water BMPs were installed
and maintained to keep pollutants on site, an effort that required Mark to apply a combination of diplomatic
persuasion and contractor education and training. After completion of the project, Mr. Swanson prepared the
project's Notice of Termination and Annual Report via the State's SMARTS database.
US Gypsum Solar Project, Plaster City, California. US Gypsum. The project consisted of converting approximately
fifteen acres of land adjacent to US Gypsum's factories in the Plaster City area from raw land to a solar farm to
significantly reduce the direct electrical costs from the local purveyor. The work on this project included analysis of
off-site tributary areas and on-site areas to determine the hydrologic condition of the 100 -year storm event.
Additionally, water quality and basin sizing calculations were prepared to capture the required flows for retention
purposes. Mr. Swanson was also responsible for the preparation of the rough grading plans, fire access exhibits,
water connections, and coordination with Imperial County to ensure points of ingress and egress were properly
implemented.
West Antelope Solar Project, Unincorporated Los Angeles County (Lancaster Area), California. Canadian Solar. The
project consisted of converting approximately 200 acres of raw land into a solar farm located in the Lancaster area.
As project manager, Mr. Swanson worked directly with the Client to ensure plan processing was efficient with Los
Angeles County Public Works. Hydrology analysis were conducted across several hundred off-site acres to determine
limits of flooding across the site and hydraulic modeling was performed to determine the flood plain limits from the
50- and 100 -year events. Mr. Swanson was in charge of mass grading plan design to allow for solar panels and access
roads to be constructed. Additionally, water quality and basin sizing calculations were prepared using the Los Angeles
County LID manual to ensure post -construction conditions did not exceed pre -construction conditions. Mr. Swanson
was heavily involved with coordination with Los Angeles County Public Works and Fire Department to ensure the
design was fully compliant with each departments requirements.
Sundance Master Plan of Drainage and Regional Flood Control Facility Design, Beaumont, California. Pardee
Homes. Mr. Swanson currently serves as Project Manager for the Sundance Master Planned Community in
Beaumont, California. This 1,200 -acre Master Planned Community proposes 4,200 dwelling units, three school sites
encompassing 60 -acres, 15 -acres of commercial development, and 102 -acres of park and open space. Mr. Swanson
is managing the remaining portions of Michael Baker's work efforts which include amendments to the specific plan,
processing and approval of two tentative maps, and approximately 10 final maps. Mr. Swanson has managed the
design of on-site and off-site grading, street, storm, sewer, and water improvements related to the remaining 1,200
units within project.
■uil.t�r..a�r��a�
N T E R N A T 1 0 N A L g S t ate me n t P a P., e 14
Michael Sutton, PE I Principal In Charge
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Mr. Sutton is an engineer in the State of California with a broad range
Years with Michael Baker: 20
of experience covering many types of land development and public
Years with Other Firms: 3
works projects. His strengths are in on- and off-site planning and design,
and street widening projects. As a Project Manager, he has worked on
Degrees
several public works improvement projects for agencies throughout the
B.S., 1994, Civil Engineering, California
Coachella Valley, as well as, managed design teams on large commercial
State Polytechnic University, Pomona
and residential projects, including coordination with the client,
Licenses/Certifications
governing agencies, various sub -consultants and utility purveyors. He
has also acted in the capacity of Inspector/Construction Manager. Mr.
Professional Engineer- Civil,
Sutton's vast, multi -faceted experience has made him an invaluable
California, 1997, 57667
asset to the Michael Baker Palm Desert Management team.
Experience
La Entrada Drainage and Hydrology Studies, Coachella, California. PSAV, LLC. The project site includes seven
regional conveyances and coalescing alluvial fans tributary to the Eastside Dike along the Coachella Canal. Michael
Baker completed regional hydrology studies for the 50.6 square mile watershed, and 1- and 2-dimensional flood
routing analyses to support the technical studies and identified the recommended improvements and project
mitigation measures for the project site development. Michael Baker identified a whole fan flood hazard
management program and developed the alignment and conceptual design for seven regional channels through the
site.
Sundance Master Plan of Drainage and Regional Flood Control Facility Design, Beaumont, California. Pardee
Homes. Michael Baker prepared the drainage master plan for the Sundance Development encompassing 1,195 -acres
of mixed-use development. The plan identified regional and local storm drain facilities for the site, including the
construction of two regional storm drain channels and multiple detention basins. Michael Baker prepared final
design studies, including hydrology, hydraulics, and flood routing for the regional systems and detention basins and
prepared a conditional letter of map revision and letter of map revision for the resulting floodplain modifications.
Eisenhower George and Julia Argyros Health Center, La Quinta, California. Eisenhower Medical Center. Project
Director. Michael Baker provided engineering and design services for the Eisenhower George and Julia Argyros
Health Center in La Quinta, California. The three-story, 90,000 -square -foot ambulatory care center is located on a
10.2 -acre parcel and will serve the eastern Coachella Valley with convenient and much needed services, including
an imaging center, physician offices, pharmacy, laboratory, and radiation oncology. Design services included the
preparation of schematic studies, grading and drainage plans, utility plans, horizontal control plans, a PM -10 plan,
and a stormwater prevention plan. The project required close coordination with all local agencies, including the City
of La Quinta, the Coachella Valley Water District, Imperial Irrigation District, Riverside County Fire Department,
Southern California Gas Company, and Verizon.
Concentrated Photovoltaic Solar Sites, Various Locations - SW US, California. Swinerton Builders. Michael Baker
supported utility -scale energy developers with environmental permitting and engineering services. Due to the timing
constraints of the developer, Michael Baker successfully completed desktop environmental studies and site due -
diligence within a 30 -day deadline. Michael Baker continued to support the developer through the environmental
process, on-site design engineering, generation tie -line alignment studies, and interconnect applications for all of
the project sites. Michael Baker provided technical analysis using a sophisticated stormwater modeling program
(FL02D) to determine the impacts of the solar sites on flood patterns and stormwater quality. Analyses were
conducted for pre -project, with project conditions for storm events ranging in length from two to 100 years.
INTERNATIONAL B P a g e 15
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
John McCarthy, PE, CFM I QA / QC, Focused Drainage Study Lead, Community Outreach
Mr. McCarthy is experienced in the development, final design, and
construction of flood control and drainage projects for public works and
private sector projects. His experience is concentrated in the field of
stormwater management, including hydrology studies, floodplain
analysis, drainage studies and runoff management plans, detailed
hydraulic analyses, and improvement plan preparation. He has
prepared plans, specifications, and estimates (PS&E) for public and
private sector clients, including the Coachella Valley Water District,
California Department of Transportation, U.S. Army Corps of Engineers,
County of Riverside, County of Orange, County of Ventura, and various
cities and private sector clients throughout California. Mr. McCarthy
specializes in the development of complex flood control and runoff
management solutions for both public and private sector projects. He
also has extensive experience in flood control and storm drain facility
design, including the design of flood channels, storm drain pipes, debris
and detention basins, and ecosystem restoration projects.
Experience
Years with Michael Baker: 28
Years with Other Firms: 0
Degrees
B.S., 1989, Civil Engineering, California
State Polytechnic University, San Luis
Obispo
Certificate, 1997, Light Construction
and Development Management
Licenses/Certifications
Professional Engineer - Civil, California,
1991.47583
Focused Drainage Study, La Quinta, California. City of La Quinto. Project Manager. Michael Baker prepared
hydrology and hydraulic analysis for an area of the City hardest hit by the recent extreme storm events in 2013 and
2014. The study evaluated the flood risk associated with extreme storm events, and identified potential drainage
improvements to reduce future flood damage and increase public safety if or when extreme storm events occur.
Michael Baker prepared a coupled 1D and 2D hydrology and hydraulic model for the study area. Offsite hydrology
was prepared using RC Hydrology Manual procedures. Onsite hydrology was evaluated using a direct rainfall method
applied over the study area. The advance model was used to more accurately drainage flow paths and overflow
patterns and storm water runoff volumes in the identification of appropriate storm drain infrastructure. The results
of the analysis were used to develop alternatives and cost estimates for recommended improvements to reduce the
flood hazard during extreme events.
La Entrada Drainage and Hydrology Studies, Coachella, California. PSAV, LLC. Drainage Manager. As part of the
2,200 -acre La Entrada master -planned residential community, Mr. McCarthy was responsible for the Drainage
Master Plan. The project site includes seven regional conveyances and coalescing alluvial fans tributary to the
Eastside Dike along the Coachella Canal. Michael Baker completed regional hydrology studies for the 50.6 square
mile watershed, and 1- and 2-dimensional flood routing analyses to support the technical studies and identified the
recommended improvements and project mitigation measures for the project site development. Michael Baker
identified a whole fan flood hazard management program and developed the alignment and conceptual design for
seven regional channels through the site.
Palos Verdes Drive East/Sunnyside Ridge Storm Drain Improvements (Rancho Palos Verdes, CA). Drainage
Manager for the preparation of plans, specifications, and cost estimates for the relocation and installation of new
storm drain improvements in Palos Verdes Drive East at Sunnyside Ridge. The project included the installation of
over 3,000 feet of new storm drain pipe. The pipe sizes ranged from 18- to 48 -inches. Michael Baker's scope of
work included hydrology and hydraulic studies, storm drain system layout and design, field survey, roadway
improvements and traffic control, and utility research and coordination. The team also provided engineering
support during the project construction. The project was prepared to address drainage issues identified in the Palos
Verdes Drive East a previous Drainage Facilities Assessment report. The study identified a preliminary alignment for
the recommended improvements at the Sunnyside Ridge location.
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INTERNATIONAL B S t a t e m e n t o f Qua I I f i c a t i o n5 P a g e 16
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Mujahid Chandoo, PE I Focused Drainage Study Hydrology/Hydraulics
Mr. Chandoo has extensive experience in surface water management.
His areas of expertise include hydrology, hydraulics, sediment transport
and advanced modeling. He has been involved with a variety of projects
including, but not limited to, storm drain master plans throughout
Southern California, storm drain design, FEMA processing, sediment
transport modeling, environmental documentation, and large scale 2-
dimensional floodplain studies. Mr. Chandoo has extensive experience
in using advanced hydraulic 1D/2D modeling for surface and sub-
surface flooding analysis for the City of Redlands, World Trade Center
in New York City, Coachella Valley Water District (CVWD), and City of La
Quinta.
Years with Michael Baker: 11
Degrees
B.S., 2006, Civil Engineering, California
State University at Fullerton
A.S., 2003, Mathematics, Fullerton
College
Licenses/Certifications
Professional Engineer - Civil, California,
2010, 76633
Zachary Snyder, EIT I Focused Drainage Study Hydrology/Hydraulics
Mr. Snyder has experience in high profile flood studies in the southern Years with Michael Baker: 3
California area utilizing innovative XPSWMM software to create Years with Other Firms: 0
complex and comprehensive linked 1D/2D models of urban drainage
systems. An out of the box thinker, he uses all the tools at his disposal Degrees
to come up with creative and cost effective solutions to urban flooding. B.S., 2014, Civil Engineering, California
He is also an expert in AutoCAD Civil 3D plan production and State Polytechnic University, Pomona
preparation, taking storm drain and grading projects from concept to Licenses/Certifications
completed plan sets ready for submittal. With excellent communication
skills, Mr. Snyder is an excellent team member, capable of coordinating Engineer -In -Training, California, 2015,
with co-workers and project managers, as well as handling reports, 153173
memos, e-mails and phone calls with clients.
Charisse Garrido, PE I PS&E Storm Drain
Ms. Charisse Garrido is a recent graduate from Cal Poly Pomona and is Years with Michael Baker: 3
beginning her civil engineering career with Michael Baker in the land Years with Other Firms: 0
development field. She brings her previous experience of field work and
plan preparation from working for the County of Riverside Degrees
Transportation and Land Management Agency. She is recognized for B.S., 2014, Civil Engineering, California
her attention to detail and her ability to not only apply prior knowledge State Polytechnic University, Pomona
to current projects, but also to learn quickly and produce effective
Licenses/Certifications
solutions.
Professional Engineer, California, 2017,
87545
INTERNATIONAL B P a g e 17
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
4
Paul Mittica, PE PS&E Transportation Engineering
Paul Mittica, P.E. has years of experience on public works and Years with Michael Baker: 17
transportation projects. He is an expert in Caltrans design policies, Years with Other Firms: 1
procedures, and standars for transportation projects. He has developed
geometrics and managed civil engineering support, such as drainage, Degrees
structures, and water quality for over 40 miles of freeway B.S., 2000, Civil and Environmental
improvements and interchange improvements for the PSR and PA / ED Engineering, The Pennsylvania State
phases. He is recognized for his leadership and ability to coordinate and University
develop solutions collaboratively with multiple stakeholders to complex
Licenses/Certifications
project project challenges.
Professional Traffic Operations Engineer,
2013, 3531
Professional Engineer, California, 2015,
84987
Octavio Hernandez, PE I PS&E Traffic Control
Mr. Hernandez has technical experience in transportation and traffic Years with Michael Baker: 2
engineering. He is actively involved in the field of traffic and Years with Other Firms: 11
transportation engineering and ITS. He has experience using AutoCAD,
Microstation, Autoturn, Visual 2012 (lighting analysis software), Degrees
SignCAD, Arcview GIS and various Microsoft Office applications. Prior to B.S., 2004, Civil Engineering, California
joining Michael Baker International, Octavio worked for AECOM/URS State University at Long Beach
Corporation in the Transportation/Traffic Department.
Licenses/Certifications
Professional Engineer - Civil, California,
2011, C78085
lE:r.L.,�.
INTERNATIONAL B- -- -- -- P a g e 18
Im
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Chris Alberts, PLS Survey/Mapping/Legal Documents
Mr. Alberts has extensive years of combined experience in field Years with Michael Baker: 15
surveying and office mapping. As Project Surveyor, he is responsible for Years with Other Firms: 6
survey support, calculations, coordination, and supervision of all field
and office operations. Additionally, Mr. Alberts has broad knowledge of Degrees
title research, map preparation including right-of-way documents and Coursework, San Jacinto College
legal descriptions, tentative and final maps. His experience includes
ALTA Surveys, boundary,topographic,subdivision control monitoring, Coursework, General Studies, South
s
y g' Dakota State University
31) modeling and construction surveys. Mr. Alberts is experienced in
using various types of surveying equipment, including GPS, reflectorless Licenses/Certifications
total stations, lasers, CAD programs, computers and data collectors professional Land Surveyor, California,
with surveying and construction and grading software on various 2008, 8508
platforms.
Bill Pope I Mapping/Legal Documents
Mr. Pope serves as a Project Manager in Michael Baker's Palm Desert
Years with Michael Baker: 5
Office. Mr. Pope has resided in the Coachella Valley all of his life and
Years with Other Firms: 16
has seen the many changes that have shaped the landscape of this
Degrees
beautiful valley. He is experienced with AutoCAD Land Development
Desktop software including civil and survey modules, AutoCAD Civil 3D
Vocational/Technical, 2005, Surveying
software along with various database packages for hydrology/hydraulic
and Mapping Course, Mount San
calculations. Mr. Pope has developed skills in the preparation of parcel,
Jacinto Community College
tract and ALTA/ACSM plats along with civil design plans including sewer,
water, storm sewer, hydrology calculations, as well as street plan and
profile design.
INTERNATIONAL B S t a t e m e n t P a g e 19
r ?.t
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Patrick Hanify, PE, LEED AP Construction Management
As a part of the Construction Management team, Mr. Hanify is Years with Michael Baker: 13
responsible for processing and reviewing RFI's, CCO's, RFQ's, shop Years with Other Firms: 0
drawings and submittals. He also reviews baseline CPM schedules,
progress payments and bid documents; upholds code requirements; Degrees
conducts progress meetings and organize meeting minutes; B.S., 2007, Civil Engineering,
coordinates daily operations with Contractors; field inspections and Geospatial Option, California State
materials testing; documentation of projects utilizing record drawings, Polytechnic University, Pomona
digital photography, observation reports and quantities; coordinating Licenses/Certifications
with various agencies, utilities and residents, ensuring traffic control
and site safety; and maintaining public relations. His degree in LEED Accredited Professional, 2009
Engineering coupled with his design experience in public works, water Professional Engineer- Civil, California,
resources and land development projects, provide him with a solid 2012, 79874
foundation for Construction Management and Inspection work.
Richard Beck, CEP, PWD, CEPSE I Regulatory Permitting Years with Michael Baker: 16
Mr. Franzini is a Landscape Architect with extensive experience Years with Michael Baker: 15
managing and designing landscape architectural projects throughout Years with Other Firms: 6
southern California. His expertise includes landscape design, urban
design, site planning, community facilitation, conceptual and schematic Degrees
design, Master Plans, construction documents, specifications, cost M.L.A., 1996, Landscape Architecture,
estimates, and project management for public and private projects. His Texas A&M University
ability to creatively balance artistic and scientific principles results in
B.S., Environmental Studies,
projects that are beautiful safe and enjoyable. Many of his projects University
of California at Santa
incorporate sustainable and green design principles that create lasting Barbara
benefits for both the Client and the environment.
Licenses/Certifications
Landscape Architect, California, 2001,
4514
I N T E R N A T I O N A L P a g e 1 10
Years with Other Firms: 1
Mr. Beck has extensive experience in the regulatory and environmental
disciplines. He successfully leads federal, state, local, and private-
Degrees
sector clients through the Clean Water Act, California Porter -Cologne
B.A., 2000, Environmental Studies,
Act, California Fish and Game Code, Endangered Species Act, and the
University of California at Santa Cruz
California Coastal Act. Mr. Beck, a Professional Wetland Scientist, has
Certificate, 2010, Ecological
conducted hundreds of jurisdictional delineations throughout the
Restoration, Saddleback College, CA
southwest. Mr. Beck proactively leads delineation field crews and
regulatory specialists that effectively draft, coordinate, and process
Licenses/Certifications
regulatory agency applications. Utilizing his accurate jurisdictional
mapping, Mr. Beck effectively drafts and negotiates state and federal
Certified Environmental Inspector,
regulatory applications for all types of projects. Overall, Mr. Beck's
2007, 10084
years of significant regulatory coordination has led to trusted
EPA Watershed Management
relationships with regulatory staff at all levels.
Academy, 2008
Wetland Delineator Certification
Program, 2002
Registered Environmental Professional,
2010, 10050455
Jeremy Franzini, PLA I Landscape Architecture
Mr. Franzini is a Landscape Architect with extensive experience Years with Michael Baker: 15
managing and designing landscape architectural projects throughout Years with Other Firms: 6
southern California. His expertise includes landscape design, urban
design, site planning, community facilitation, conceptual and schematic Degrees
design, Master Plans, construction documents, specifications, cost M.L.A., 1996, Landscape Architecture,
estimates, and project management for public and private projects. His Texas A&M University
ability to creatively balance artistic and scientific principles results in
B.S., Environmental Studies,
projects that are beautiful safe and enjoyable. Many of his projects University
of California at Santa
incorporate sustainable and green design principles that create lasting Barbara
benefits for both the Client and the environment.
Licenses/Certifications
Landscape Architect, California, 2001,
4514
I N T E R N A T I O N A L P a g e 1 10
Tanya Bilezikjian, PE, QSD/QSP I Water Quality
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Ms. Bilezikjian has extensive experience in stormwater management
Years with Michael Baker: 12
and water quality, including prior experience as a Water Resources
Years with Other Firms: 4
Control Engineer at the Regional Water Quality Control Board, Los
Angeles Region. Tanya joined Michael Baker International in early 2005.
Degrees
She is a Project Manager for several large permit holders in California
M.S., 2001, Civil
including Southern California Edison, Caltrans, and Riverside County
Engineering/Environmental, University
Transportation. She works with each of these clients to implement and
of California at Irvine
enhance their stormwater programs. She provides on-call assistance to
B.S., 1999, Chemical Engineering,
Southern California Edison including creation of its Corporate
University of California at Irvine
Stormwater Policy and Program, construction compliance, NPDES and
stormwater permitting guidance, and field support. She provides
Licenses/Certifications
guidance and assistance to Caltrans on enforcement action tracking,
Construction General Permit Trainer of
Construction General Permit compliance and cost analysis, construction
Record, California, 2010
site inspections, wet weather runoff sampling, and document review.
Qualified SWPPP Developer (QSD),
Ms. Bilezikjian has provided training on the Construction General
California, 2010, 00072
Permit to over 1,000 people, including delivery of many Qualified
SWPPP Practitioner/ Developer sessions. She works closely with several
Qualified SWPPP Practitioner (QSP),
other Michael Baker groups, including Transportation, Planning, Land
California, 2010, 00072
Development, and Survey, and also with Michael Baker International's
Professional Engineer- Civil, California,
other offices. In addition to working for the clients above, she has also
2008, 72119
worked for many clients to write and review Water Quality
Management Plans, Storm Water Pollution Prevention Plans, and
conduct facility inspections for compliance with Municipal and Statewide
storm water requirements. While at the
Regional Board, Ms. Bilezikjian worked with industrial dischargers permitted under the NPDES Program and
performed site inspections of industrial and wastewater facilities.
Todd Pitner, PE, QSD/QSP I Water Quality
Mr. Pitner has been actively involved in the management of over thirty
SWPPPs in the past five years for compliance with the CA Construction
General Permit (CGP). Management duties include pre -construction
site evaluations, SWPPP development, training/guidance to field
personnel and BMP inspectors, quality control/assurance of monitoring
and reporting records, recommendations to achieve final stabilization
and the preparation/filing of Notice of Termination with the Regional
Board. Mr. Pitner has taken an active approach for the consideration of
the latest technological products available on the market for use on
relevant projects in an effort to provide the highest and most cost-
effective level of protection. Mr. Pitner has worked directly with
contractors, construction managers, and project owners during all
phases of construction to collaborate and strategize, as a team, towards
the most efficient and effective BMP alternatives for compliance with
the CGP. Mr. Pitner has over twenty years of land development
experience with a specialization in hydrology, hydraulics and flood
control design. This extensive technical background provides a unique
and invaluable foundation to ensure each project remains in full
compliance with the CGP requirements from start to finish.
INTERNATIONAL B
Years with Michael Baker: 2
Years with Other Firms: 20
Degrees
B.S., 1995, Civil Engineering, San
Diego State University
Licenses/Certifications
Professional Engineer - Civil, California,
1998, 58606
Professional Engineer - Civil, Arizona,
2011, 52406
Real Estate License, 0186420
Qualified SWPPP Developer (QSD),
California, 00550
Page 111
��1�,-
Sid Champion I Community Outreach
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Ms. Champion is a senior planner at Michael Baker International with
experience managing special projects including the preparation of plans
to address active transportation, sustainability, renewable energy,
open space, and community development, tourism, and health,
wellness, and recreation. She accumulated experience worked across
public, private, nonprofit and academic sectors where she has taught,
conducted, built partnerships, secured grant funding, and worked as
both a current and long-range planner. Key accomplishments include
attracting unprecedented rates of public participation, securing over a
million grant -funded dollars for active transportation, conservation,
and sustainable community planning, developing policies for and
managing special events in public spaces, and serving as a trusted
liaison for diverse stakeholder populations. Ms. Champion's passion is
for helping communities sustainably manage fiscal, natural, cultural,
intergenerational participation and developing cross -sectoral partnerships.
` Alan Pace I Petra Geosciences, Inc.
Years with Michael Baker: 2
Years with Other Firms: 15
Degrees
M.A., 2008, Urban Planning, University
of Southern California
B.A., 2000, Geography and Urban
Planning, Macalester College
and social resources by leveraging
Mr. Pace's experience comprises 28 years of performing and managing geotechnical and environmental
investigations for proposed development of parks, roads, pipelines and tunnels, landfill improvements,
residential/industrial projects, including groundwater monitoring, well installation and soil and groundwater
sampling for analytical testing. These investigations addressed the potential effects of adverse geologic conditions
(e.g., active faulting, landslides, slope stability, suitability of fill/foundation materials, depth to bedrock and
groundwater). Mr. Pace has also performed geotechnical construction management of large earthwork projects
involving several million cubic yards of compacted fills and numerous other types of civil construction materials. In
addition, he has supported geotechnical engineering staff in performing slope stability analysis, evaluating
settlement of engineered fills and native materials, and evaluating results of geomechanical testing of rock and soil
samples.
Malo Tauaese I Kana Subsurface Engineering
Mr. Tauaese brings 15 years of experience managing/locating potholing projects. His responsibilities include
coordination of projects with field staff, ensuring proper construction in compliance with Customer's needs, log and
record all information for final reports, and track production to ensure that projects are within budget.
INTERNATIONAL B State me I1 t o f Qua l I f I C a 1 1 o n S P a g e 112
Date Palm Drive over Whitewater River I Cathedral City, California
Michael Baker prepared PS&E for the Date Palm Drive Bridge which is a Relevant Highlights:
four -lane bridge approximately 757 feet long and 56 feet wide over the ► Street and storm drain
Whitewater River and is functionally classified as an urban minor
improvements
arterial. The project involved preparation of hydrology and hydraulics
/ Hydrology and hydraulic analysis
A Y
City of La Quinta
delineated and hydrology performed, per the Riverside County Flood
+la
g Calle Tampico Drainage
Improvements, Project No. 2015-12C
control plans
Flows were analyzed for the 3-, 6-, and 24-hour durations for the 100 -year
► Regional channel hydraulics
storm event. The project also involved detailed hydraulic calculations
Representative Project Experience
using Hydrologic Engineering Center River Analysis System (HEC -RAS)
Reference:
Focused Drainage Study I La Quinta, California
Mr. Bill Simons
Michael Baker was hired by the City of La Quinta to prepared a detailed
Relevant Highlights:
687000 Avenida Lalo Guerrero
drainage study for portions of the City that were hardest hit by the extreme
► Focused Drainage Master Plan
storm events in 2013 and 2014. The study evaluated the flood risk
► Hydrology & Hydraulic Analysis
iassociated
with extreme storm events, and identified potential drainage
using XPSWMM
remain open to traffic during construction.
improvements to reduce future flood damage and increase public safety if
/ Urban Regional Flood Control
Waters and Natural Environment Study
or when extreme storm events occur.
Facility Alternative Analyses
► Historical Photo Validation of
Michael Baker prepared a coupled 1D and 2D hydrology and hydraulic model
XPSWMM Flood Results
for the study area. Offsite hydrology was prepared using RC Hydrology
/ Public meeting presentation
Manual procedures.
Onsite hydrology was
Reference:
Mr. Tim Jonasson
evaluated using a direct
rainfall method applied
City of La Quinta
over the study area. The
78-495 Calle Tampico
La Quinta, CA 92253
a advance model was used
p. 760.777.7042
to more accurately depict
drainage flow paths and
overflow patterns and storm
water runoff volumes in the
�.
identification of appropriate
storm drain infrastructure. The
results of the analysis were used to develop alternatives and cost
estimates for recommended
improvements to reduce the flood
hazard during extreme events.
Date Palm Drive over Whitewater River I Cathedral City, California
Michael Baker prepared PS&E for the Date Palm Drive Bridge which is a Relevant Highlights:
four -lane bridge approximately 757 feet long and 56 feet wide over the ► Street and storm drain
Whitewater River and is functionally classified as an urban minor
improvements
arterial. The project involved preparation of hydrology and hydraulics
/ Hydrology and hydraulic analysis
report that formed the basis of design. The tributary watershed was
/ CVWD review and coordination
delineated and hydrology performed, per the Riverside County Flood
I, Phased construction and traffic
Control and Water Conservation District (RCFC&WCD) Hydrology Manual.
control plans
Flows were analyzed for the 3-, 6-, and 24-hour durations for the 100 -year
► Regional channel hydraulics
storm event. The project also involved detailed hydraulic calculations
using Hydrologic Engineering Center River Analysis System (HEC -RAS)
Reference:
hydraulics computer program.
Mr. Bill Simons
City of Cathedral City
The project required
687000 Avenida Lalo Guerrero
preparation of traffic control
Cathedral City, CA 92234
p• 760.770.0360
•S - plans that would ensure that
.. the Arterial Highway would
remain open to traffic during construction.
Michael Baker also prepared
the Delineation of Jurisdictional
Waters and Natural Environment Study
—Minimal Impact (NES -MI) for the Date Palm Drive over the Whitewater
River Project, located in the City of Cathedral City, Riverside County.
INTERNATIONAL ��'I E, r-' 113
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Palos Verdes Drive East/Sunnyside Ridge Storm Drain Improvements I Rancho Palos Verdes, California
Michael Baker prepared PS&E for the relocation and installation of new Relevant Highlights:
storm drain improvements in Palos Verdes Drive East at Sunnyside Ridge. ► Storm drain retrofit improvements
The project included the installation of over 3,000 feet of new storm drain / Hydrology and hydraulic analysis
pipe. The pipe sizes ranged from 18- to 48 -inches. Michael Baker's scope / Roadway modifications
of work included hydrology and hydraulic studies, storm drain system / Phased construction and traffic
layout and design, field survey, roadway improvements and traffic control, control plans
and utility research and coordination. The Team also provided engineering / Utility & ROW coordination
support during the project construction. The project was prepared to / Bid and construction support
address drainage issues identified by a previous Palos Verdes Drive East
Drainage Facilities Assessment report that identified a preliminary Reference:
alignment for the recommended improvements at the Sunnyside Ridge Mr. Ron Dragoo
location. City of Rancho Palos Verdes
System 0 - Sunnyside `
� ' rtPlpO.i
y�.,.�1uA: �, � _ is `� • `,�; w.__ ++ ..
30940 Hawthorne Boulevard
Based on the Rancho Palos Verdes, CA 90275
recommended p• 310.544.5250
improvements,
the project Team completed detailed topographic
mapping and utility coordination to establish the final
horizontal and vertical alignments. The team prepared
the final PS&E for the drainage system. Challenges
included the development and design of improvements to
address hillside drainage and shoulder erosion, energy
dissipation at the canyon outlet, traffic control, and ROW
constraints.
Avenue 50 Extension I Coachella, California
Michael Baker prepared PS&E for 50 Extension project for the City of Relevant Highlights:
Coachella to connect existing Avenue 50 at Fillmore Road to the proposed ► Street and storm drain
Avenue 50 Interchange on Interstate 10. The Project involved design of improvements
approximately 7,200 lineal feet of 6 lane arterial roadway with NEV and ► Final PS&E
bike lanes. These improvements will facilitate the necessary ► Utility coordination
infrastructure, including utilities corridors, for the La Entrada Specific Plan. ► Hydrology and hydraulic modeling
► CVWD coordination
The roadway alignment requires crossing the Coachella Canal and the
existing 30 -foot high East Side Dike, both owned and maintained by the Reference:
Bureau of Reclamation. The project included design of a reinforced Mr. Jonathan Hoy
concrete box structure within the Coachella Canal, precast arches to City of Coachella
convey flood flows along the north side of the existing levee and extensive 1515 Sixth Street
storm drain systems to support the roadway improvements and adjacent Coachella, CA 92236
development. Michael Baker performed detailed design hydrology and p. 760.398.5744
hydraulic analysis for this project following the procedures outlined in the
RCFC&WCD Hydrology Manual and City design guidelines. The project was coordinated with the Coachella Valley
Water District to obtain approvals for impacts to the Coachella Canal and Eastside Dike.
t
+\ INTERNATIONAL 11('11 11a l I f }f, itl❑nS i'._��',[ 114
City of La Quinta
it
Calle Tampico Drainage Improvements, Project No. 2015-12C
Adams Street Bridge Replacement Spanning the Whitewater River I La Quinta, California
Michael Baker worked closely with the City of La Quinta and Caltrans Local
'< Assistance to provide a diverse suite of technical guidance for the Relevant Highlights
proposed bridge improvement project, which spans the Coachella Valley r Street, drainage, and bridge
improvements
Stormwater Channel at Adams Street. This project replaced the existing Channel Hydraulics Analysis
low water crossing with a bridge which provides the City with a more Final PS&E
K reliable arterial roadway during inclement weather for both the general
public as well as emergency personnel. The bridge is 440 feet long and 76 Reference:
feet wide. The project will be constructed within the existing roadway Mr. Tim Jonasson
right-of-way and will not increase capacity. The typical section includes a City of La Quinta
six-foot sidewalk on both 78-495 Calle Tampico
sides of the bridge, a twelve La Quinta, CA 92247
foot raised curb median p. 760.777.7042
island, and four travel lanes. In
addition, the design provided for a recreational trail undercrossing of the
�- bridge at the southern abutment for the future Whitewater Channel trail
system. As a grantee of FHWA's Highway Bridge Replacement and
Rehabilitation (HBRR) Program, the City of La Quinta is addressing both
NEPA and CEQA regulatory requirements. Michael Baker managed the
preparation of several technical studies to support a joint Initial
Study/Categorical Exclusion (IS/CE).
Jefferson Street and Varner Road Improvement Project I Indio, California
Michael Baker prepared PS&E for the Jefferson Street and Varner Road Refevant Highlights:
improvement project which involved roadway widening and realignment y Street drainage improvements
to accommodate anticipated future traffic volume due to the 1-10 / Final PS&E
interchange. The project included roadway design plans, drainage plans,
signal design plans, road work, right-of-way, utility coordination, and Reference:
CEQA documentation for the project. Detailed local hydrology and Mr. Eric Week
hydraulics studies per performed to evaluate floodplain impacts in City of Indio
conjunction with State requirements for the project improvements. The 83-101 Avenue 45
hydrology was performed per the hydrology performed per the Indio, CA 92201
RCFC&WCD Hydrology Manual and guidelines. Hydraulics was performed
using WSPGW and HEC -RAS hydraulics programs. The project required the acquisition of street easements, along
with a slope easement, for the subject improvements from three large properties in various stages of development.
■��iLK�raa:rla��
INTERNATIONAL B Si Elt e Ill e III o f B 2 p e 1 15
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
La Entrada Drainage and Hydrology Studies I Coachella, California
Michael Baker prepared the Specific
Plan and technical studies for the
r proposed 2,200 -acre La Entrada Specific
Eel Plan Project, located in the City of
Coachella, California. The La Entrada
Specific Plan consists of a master
planned mixed-use community with
significant sustainability elements, and a
robust parks and open space plan.
Relevant Highlights:
► Drainage Master Plan
► Regional Hydrology and Flood
Routing Analysis
► 1- and 2-D Hydraulic Modeling
Reference:
Mr. Terry Manley
New West Company
5055 West Patrick Lane, Suite 101
W—L,tributary
The project site includes seven regional Las Vegas, NV 89118
conveyances and coalescing alluvial fans p• 702.293.9030
to the Eastside Dike along the
Coachella Canal. Michael Baker completed regional hydrology studies for the
50.6 square mile watershed, and 1- and 2-dimensional flood routing analyses to
roar
support the technical studies and identified the recommended improvements
and project mitigation measures forthe project site development. Michael Baker
identified a whole fan flood hazard management program in conjunction with a geomorphic assessment (JE Fuller)
and developed the alignment and conceptual design for seven regional channels through the site.
Michael Baker secured a jurisdictional concurrence from the U.S. Army Corps of Engineers and is currently processing
state resource agency permits through the Regional Water Quality Control Board (Waste Discharge Requirements)
and the California Department of Fish and Wildlife (Section 1602 Streambed Alteration Agreement).
Redlands Drainage Master Plan I Redlands, California
Michael Baker developed a drainage master plan for the City to update its
drainage infrastructure and to identify regional drainage solutions to the
Relevant Highlights:
City's flooding issues. Michael Baker's services included hydraulic modeling,
► Citywide Drainage Master Plan
planning, Best Management Practice (BMP) identification and evaluation,
► Hydraulic Analysis using
XPSWMM
and stakeholder coordination. The heavily developed and historical
► Urban Regional Flood Control
downtown portion of the City has been plagued by several large flood
Facility Alternative Analyses
events during the past few decades, some resulting in more than three feet
► Historical Photo Validation of
of water. Michael Baker developed the drainage master plan to identify
XPSWMM Flood Results
solutions for this issue. Michael Baker developed a linked 1D and 2D model
► Educating Stakeholders using 3 -
for the downtown area, using XPSWMM software to evaluate surface and
D Animation
subsurface conveyance capacities. This comprehensive model allowed
Michael Baker to run multiple scenarios rapidly to identify the weaknesses
Reference:
of the existing system and to recommend appropriate improvements for the
Mr. Monty Morshed
_ regional and local
City of Redlands
-,--- drainage infrastructure.
35 Cajon Street
Proposed Improvements
Redlands, CA 92373
p. 989.798.7584 x9
included alternative
evaluation and recommendations for the design of the historic
Mill Creek Zanja Channel. Michael
Baker prepared a 3-dimensional
:=r (3D) animation to help stakeholders understand the flood hazards
and the benefits of the improvements.
NTE RN AT 10 N Al i 1211 M( :11 Df Q 110 i 1111 31 I o n'.
k.
11 ;1 1 c 116
�' City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Morongo Wash Flood Hazard Evaluation I City of Cathedral City, California
Michael Baker was hired by Messenger Investment Company to review
updated floodplain overflow studies for the Morongo Wash along the 1-10
corridor through the North City Extended Specific Plan area. The floodplain
limits along the corridor were recently updated by the Coachella Valley
Water District (CVWD). The purpose of the study was to obtain and review
the CVWD models, and update the hydraulic models using new topography,
and develop alternatives to provide flood protection for the North City
Relevant Highlights:
► Regional Flood Hazard Analysis
► 2D Hydraulic Analysis using
XPSWMM
► Alternatives Analysis
► CVWD Review and Coordination
Extended Specific Plan area. Reference:
Mr. William S. Messenger, Jr.
Michael Baker prepared a 2-D hydraulic model along the Morongo Wash Messenger Investment Company
overflow path adjacent to the proposed project area from Date Palm Drive 270 Newport Center Drive, Suite 100
to the Bob Hope Drive along the 1-10 corridor. The task included data Newport Beach, CA 92660
collection and research, coordination with CVWD and their consultant p. 949,721.0013, ext. 1
Northwest Hydraulic Consultants (NHC), and detail hydraulic analysis using
XP-SWMM hydrodynamic two-dimensional model. The hydraulic analysis used a time -series discharges along
Morongo Wash based on NHC's MIKE Flood hydraulic model.
TF A �..e
INTERNATIONAL B S t a t e n) e n t o f Q 11 a I I f i c a t l o n S
cd,
E"Wv Conmton (2014)
Based on the results of the
hydraulic modeling, Michael
Baker developed regional flood
protection alternatives to
provide interim flood
protection for a portion of the
Specific Plan area. The regional
flood protection alternatives
were reviewed with CVWD.
Michael Baker developed a
recommended concept for
interim flood protection along
Morongo Wash at the Union
Pacific Railroad to mitigate the
regional flood hazard in
conjunction with on-site storm
water detention basins.
Page 117
riur=.
,.. 1 City of La Quinta
:. rl
Calle Tampico Drainage Improvements, Project No. 2015-12C
PROJECT UNDERSTANDING AND APPROACH
The City is requesting proposals from qualified firms for the preparation of a feasibility study and final plans,
specifications, and estimates for drainage improvements along Calle Tampico based on the concepts identified in
the City of La Quinta, Focused Area Drainage Study, (Focused Drainage Study) dated February 2016. The Focused
Drainage Study identified potential improvements along Calle Tampico to provide a higher level of flood protection
forthe area. The identified improvements in the Focused Drainage Study would increase the level of flood protection
to a 0.2% annual chance (500 -year) storm event. The current City standard is the 1% annual chance, or 100 -year
storm event. The City is now requesting that the proposed improvements in Calle Tampico be evaluated and
designed to provide one 12 -foot wide dry lane during a 150 -year storm event. A "dry" lane is considered to have no
more than 3 -inches of water during the duration of the storm event.
Michael Baker was responsible for the Y
preparation of the Focused Drainage Study and NJ TJT,
understands the unique drainage conditions of thel
project site. The innovative coupled 1- and 2- .'`V S
dimensional storm water modeling approach used,f
in the Focused Drainage Study allowed us to fully
understanding the flow patterns and site;
conditions that have resulted in flooding along they i s._.
roadway as a result of the recent extreme storm { t
Wilk -
events. The exhibit on the right highlights the -+
varying flooding conditions resulting from the 100- - ..
and 500 -year storm events. The Michael Baker�_°�'
team's understanding of the hydrology and
hydraulic modeling and detailed knowledge of the �•.■• r
flooding conditions will allow us to effectively
move from the prior master planning stage to
complete feasibility studies, identify a
recommended project, and prepare the final•�'
design plans, specifications, and cost estimates. i �; ,•¢
The design work will be completed in two phases.
The first phase will include the preparation of a
detailed feasibility study. The feasibility study will 100-year(above) and 500 -year (below) flooding along Calle
evaluate the necessary improvements based on a Tampico from the Focused Drainage Study
(Michael Baker 2016)
150 -year hydrology. The previous Focused
Drainage Study was prepared for the 500 -year storm event, and the new work will require the preparation 150 -year
hydrology and an updated hydraulic flooding analysis. The second phase will include the preparation of final
construction documents for the recommended improvements.
A key element of the work will be the preparation of an updated hydrology and flood routing analysis. The use of a
150 -year storm as the design event will directly impact the types and sizes of facilities necessary to provide the
required level of project. The improvements in the Focused Drainage Study are based on a 500 -year level of
protection. The feasibility study will need to re-evaluate the Master Plan recommendations based on updated
hydrology and more detailed information regarding utilities and topography to determine if there is a more cost-
effective solution for the required storm drain and/or basin improvements. Considering the improvement cost and
impacts to the City residences and businesses, we believe it is still important to use advanced 1D and 2D hydrology
and hydraulic modeling to more accurately model the proposed system and develop recommendations for the final
design. The Michael Baker Team has the necessary experience and tools to effectively and efficiently complete the
analysis and design to establish and design the recommended improvements.
N T E R N A T 1 0 N A L C P I o J e c t U Il d e I s t 2 I1 d I Il �, a n d A 1) 1) l o c k ll P �i 6 e 1 18
City of La Quinta
,fs
Calle Tampico Drainage Improvements, Project No. 2015-12C
0
The Michael Baker Team will engage City staff, stakeholders, and approving agencies in a collaborative and proactive
process to define the recommended storm drain improvements, resolve outstanding issues, support environmental
clearance, and lead to the final design and construction of drainage facilities to increase the level of flood protection
along Calle Tampico. The work to complete the evaluation and development of a recommended design for the
drainage system will be orchestrated in a dynamic process that is linked by a genuine spirit of team work between
Michael Baker, the City, stakeholders, and the approving agencies.
Keys to Success
Michael Baker has identified several key issues which will need to be addressed to successfully complete this project.
Resolution of these key issues is incorporated into our project approach and scope and work. We have provided a
brief description of the issues, and our methods and innovative approaches to resolve them.
Hydrology and Hydraulic Modeling
The hydrology and hydraulic models from the Focused Drainage Study will be modified to develop the analysis for
the 150 -year event. The Michael Baker team prepared the previous models and understands the complexities
involved with running the new storm event. Hydrology will be performed for the 1, 3, 6 and 24-hour duration storms
for the 150 -year events. The offsite hydrographs will be prepared following the procedures outlined in the Riverside
County Flood Control and Water Conservation District's Hydrology Manual. Precipitation data will utilize the latest
precipitation data published in the National Oceanic and Atmospheric Administration (NOAA) Atlas 14 to ensure that
the peak flows generated represent current conditions. Similar to the Focused Drainage Study, the on-site areas will
use the direct rainfall method (DRM). This approach places rainfall directly on the 3D surface used in the hydraulic
model. The runoff volumes generated from the DRM will be correlated with volumes produced using the Riverside
County hydrology method to ensure that appropriate storm water volumes are being incorporated into the analysis.
Michael Baker is proposing to update the XPSWMM
models from the Focused Drainage Study to effectively
model the physical realities of the existing conditions and
the proposed storm drain systems. The combined one -
and two-dimensional model will be developed to size the
storm drain system and evaluate the street flooding for the
proposed project. The prior model will be updated with
the new 150 -year hydrology, and incorporate additional
information such as more detailed topographic mapping.
As shown on the flood hazard mapping exhibits on the
prior page, there is a significant difference in the flood
hazard limits between the 100- and 500 -year storm events.
r•. --
__- G _ -------------
- ..-
Figure 1- Linked Surface (2-D) to Subsurface (1-D) Model.
This creates an opportunity to consider new options and alignments that may be more cost-effective and/or have
less impacts to businesses and private property than those identified in the Focused Drainage Study. To do this, it is
important that the updated hydrology be completed first, and properly incorporated into the coupled 1- and 2-
dimensional models. Michael Baker's experience with the previous models will allow the team to quickly and
efficiently update the models to reflect the new analysis and more detailed site information.
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City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
Calle Tampico Alternatives for the 500 -year storm event (Michael Baker 2016).
The improvements in the Focused Drainage Study (above) were developed for the 500 -year event, and must be re-
evaluated to develop new concepts for the 150 -year event. This has the potential to significantly reduce the amount
of storm drain needed to provide the required flood protection. The Calle Tampico drainage alternative from the
Focused Drainage study identified a series of parallel pipe and box culvert systems to improve the system capacity.
Important elements in the further evaluation of the required improvements will be the incorporation of more
detailed utility information and vertical elevation data, and coordination with the design of the La Quinta Village
( projects. The Michael Baker team excels in these types of collaborative projects and has completed the evaluation,
design, and construction of numerous drainage projects to provide a larger public benefit.
Utility Coordination and Constructability
The preliminary alternatives call for installation of parallel drainage systems adjacent to the existing facilities to
improve the system capacity. For this type of project, utility coordination and mapping is critical due to the potential
for conflict with the existing utilities within the street sections. It is essential that a good management plan and
effective quality control be carried out during the planning phase to
minimize costly changes during the final design and construction that
can overrun a project budget. Michael Baker has extensive experience
using the Virtual Design and Construction (VD&C) approach to project SZEv
design management. Civil 3D models give a real life visualization of a
design. Michael Baker proposes to complete the utility mapping
c
during the initial stages of the Feasibility Study Phase. By doing the
research up front, we will identify constructible systems that
minimizes final design and construction cost overruns due to re -work
and construction delays. During the alignment analysis, the locations
of the utilities will be critical in determining the final alignment and
configuration of the proposed storm drain systems. The Michael
Civil 3Dmodel
Baker Team includes Kana, who have extensive experience potholing existing utility systems in a
to assist in understanding the constraints if necessary. street overlaid onsite photograph.
Traffic Control/Construction Staging
It is critical that the Consultant clearly understand the concerns of the community and the available construction
window(s) when devising the traffic control and construction staging plans. Michael Baker has an extensive
background in complex projects and we clearly understand that providing continuous access to the motoring public
and to each property owner is a high priority to the City. Michael Baker will work closely with the City staff to devise
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a conceptual construction staging plan that will enable the Contractor to build the project efficiently and with the
least possible disruption to the community. Key importance will be placed on developing the storm drain alignments
and conceptual construction staging plans to maintain access to existing residential, commercial properties, and
public amenities. Construction of storm drain improvements within the roadway sections; while providing
emergency vehicle, homeowner, and school/business access; will be one of the keys to the success of this project in
the eyes of the public. Often times, stage construction/traffic handling design is performed at the end of the design
phase. However, the Michael Baker approach is to coordinate with our traffic engineers during preliminary design
to understand all of the traffic related issues, and to develop stage construction and traffic handling plans that will
allow for construction without significant impacts to the community.
Schedule and Coordination
A portion of the project storm drain improvements are anticipated to be constructed with the La Quinta Village
complete street improvements starting in January 2019. The City needs a team of experienced professionals with a
detailed project understanding and local presence to ensure that the feasibility study and final design are completed
within the necessary time frame. The Michael Baker team has the right combination of direct project experience
having completed the Focused Drainage Study along with a local team of public works engineers. This will allow the
team to concurrently work on key elements of the project to ensure a fast track scheduled can be maintained.
PROJECT APPROACH
Addressing the key issues associated with the project will dictate the work approach which basically follows a
sequential and logical planning process. We will avoid schedule and budget problems through early resolution of
project issues, and timely consultation with the City, and other agencies and consultants. The goal of the project
will be to develop and design a cost-effective and feasible alternative for the installation of the proposed
improvements with the minimum possible impacts to the City and its residents. In our experience in the
development of major storm drain facilities, there are
effective product that satisfies the goals of the project.
work program that we have developed for the project.
several essential factors involved in providing the most
These factors have been incorporated into the technical
• Develop a solid technical analysis of the baseline existing conditions to provide a foundation for innovation
and formulation of alternatives.
• Clearly define the project goals, and establish the design criteria used for all technical analysis, alternative
formulation, and feasibility comparison including hydraulics results.
■ Identify design constraints early in the project development process.
• Provide a clear line of communication for the resolution of project issues, conflicts and constraints identified
in the development process with the City, La Quinta Village team, and other reviewing agencies.
The proposed Work Plan is based upon our previous experience with the engineering and design of similar storm
drain improvement projects and is divided into two phases; 1) Feasibility Study and Preliminary Design, and 2) Final
Plans, Specifications and Estimates
Work Plan
The Phase 1 work will focus on the preparation of technical studies and a comprehensive alternatives analysis for
selection of optimum improvements to address the project goals. Michael Baker has prepared several hydrologic
and hydraulic models of this watershed and surrounding facilities during previous studies. This phase of work will
focus on updating the studies for the new hydrology and level of detail to develop a recommended system for the
storm drain improvements to provide the required level of protection and minimize project impacts. The work effort
during this phase will include collecting data/models from the previous studies, updating the hydrology to the 150 -
year event, and detailed hydraulic analyses for the development of an alternatives feasibility analysis. Coupled 1D
and 21) hydraulic flood routing models will be used to develop the system requirements. This phase will also include
baseline studies for the preparation of topographic mapping, utility coordination, staged construction, and ROW
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'Il
mapping that will be important factors in the drainage improvements analysis. Coordination with the La Quinta
Village projects will be initiated early in the process to discuss opportunities and constraints, alternatives and
impacts to gain feedback for the feasibility study.
A feasibility and value -engineering assessment for the project will be prepared, and recommended improvements
for final design will be identified. A technical project report will be prepared to support the recommendation and
will be prepared in a format acceptable to the City. The Michael Baker approach is to develop an Alternatives Analysis
that is technically sound and coordinated with the affected projects and stakeholders to allow for a smooth transition
to the final design and ultimately the facility construction. The conclusion of the Phase 1 work will result in the
conceptual approval of the preliminary design plans for the recommended improvements.
The start of the Phase 2 work will begin after City review and approval of the recommended improvements identified
in the Phase 1 work. This phase will include the final design and preparation of plans, specifications, and estimates
for recommended improvements. Geometric designs, 65, 85, and 100% submittals will be prepared for City review.
A design review meeting will be held with City after each submittal to review the comments and project details prior
( to proceeding with the next level of plans. The plan and profiles sheets will be formatted for City improvements in
accordance with its requirements. Coordination will be provided with the reviewing agencies at each step of the
process. Constructability reviews of the plans and specifications will be prepared with the geometric and 90%
submittals. Construction of the storm drain improvements may result in impacts to adjacent private properties, the
team will provide services to prepare the necessary legals and plats for the properties and work with the
stakeholders to establish requirements and constraints during construction. The team will work with the City to
obtain the required permits and approvals. The Michael Baker team will provide support to the City during the
project bidding stage, including attendance at a pre -bidding meeting and responses to contractor questions, and
during the construction period.
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PHASE I PRELIMINARY DESIGN
TASK 1: PROJECT KICK-OFF
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
SCOPE OF WORK PROGRAM
Michael Baker Team will provide project management activities to ensure adherence to the project goals, budgets
and schedule. This task shall include attendance at a project kick-off meeting to refine and clarify the project's
objectives and schedule, development of a final project schedule, and data collection services. The City supplied
materials and information will be provide at the kick-off meeting.
TASK 2: PROJECT MEETINGS AND COORDINATION
Michael Baker will manage project duties for the full project to assure a cost-efficient, quality process. Our staff will
provide a suite of disciplines to effectively coordinate and communicate leading to design approval. This task
includes overall project management, project schedule and maintenance, liaison with affected agencies, meeting
leadership, progress monitoring and maintenance of project files. Michael Baker will supervise, coordinate, monitor
and review design for conformance with agency standards, policies and procedures. As a part of this task, Michael
Baker will have monthly progress meetings with the City.
Deliverables:
Meeting attendance, agendas, and minutes; project schedules
TASK 3: SITE VISIT & PHOTOGRAPHY
Michael Baker staff shall visit the site to familiarize themselves with the project site conditions. They will take ground
level photographs to document field conditions and highlight critical areas. Once the project base map preparation
is complete, Michael Baker Team will revisit the site to verify its accuracy, for use in design of the proposed
improvements. The Michael Baker Traffic Control Team will also perform a site visit to review existing roadway
conditions including traffic patterns, roadway geometry, signing and striping, and identify any potential traffic
constraints that may be encountered in relation to proposed improvements.
TASK 4: TOPOGRAPHIC SURVEY
Michael Baker shall provide aerial topographical survey work to cover approximately 80 -feet on either side of the
existing centerlines of Calle Tampico from Eisenhower Drive to Washington Street, Avenida La Fonda from Main
Street to Calle Rondo and Washington Street from Calle Tampico to Avenida La Fonda. Topography shall also cover
approximately thirteen hundred feet (1300') west of Eisenhower Drive along Bear Creek Trail and a 200 -foot wide
strip adjacent to the La Quinta Public Library from Calle Tampico to Avenida La Fonda. Michael Baker will establish
survey control and place aerial target panels to facilitate the aerial survey. The aerial data will be supported by a
ground based survey to locate any topographic features requiring a higher level of detail along the above listed
routes. These surveys will identify all surface features such as manholes, curb and gutter, sidewalk, and right-of-way.
It will also include details such as roadway cross sections, roadway profiles, raised medians, existing surface utility
locations, building outlines, utility poles, luminaries and other utility appurtenances. Michael Baker shall data
process all topography and prepare base map in a City compatible AutoCAD format. The base map will be developed
with one -foot contours interval at scales of 1" = 40' along the roadway alignment and 1" = 20' at identified critical
locations, and existing ground line profiles will be plotted from the field survey information. Underground utilities
will be potholed and located at design relevant locations. Base map will include all pertinent features along the
above listed routes. Michael Baker will coordinate any traffic control needed for roadway access.
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TASKS: SURVEY CONTROL/ROW MAPPING
3 Michael Baker will research and review record information and other survey and mapping control data to compile a
preliminary base map. Upon completion of this review and compilation, Michael Baker will perform a field survey
to establish control for the project to locate and measure existing monumentation, including City benchmarks local
to the project. The data from the field survey will be processed through a least squares adjustment, analyzed and
constrained to local CORS stations to establish coordinate values for monuments, aerial targets, benchmarks and
other survey control points observed in the field survey. The basis of horizontal control will be State Plane
coordinates on the North American Horizontal Datum of 1983 (NAD83), and the vertical control will be based on
North American Vertical Datum of 1988 (NAVD88). All survey data will be combined and compiled together with
record information to establish a base map showing the project rights of way, property lines and centerline control.
TASK 6: UTILITY COORDINATION
Michael Baker will perform thorough utility research to establish the location of utilities based on the latest available
records. Utility coordination shall be conducted with the City, CVWD, and other impacted agencies prior to
developing final alignment alternatives for the storm drain improvements. Michael Baker will initiate utility research
immediately, and maintain a log of all utility request letters sent and data received. For those utilities that require a
letter directly from the City, Michael Baker will send an electronic copy of the letter to the City to include on their
letterhead and obtain signature. The Michael Baker Project Engineer will field verify the utilities based on the
documents received. It is assumed that all utility plans obtained from the City will not require fees to be paid by the
�. Consultant. It is assumed that conflicts with existing dry utilities will be relocated by the owner.
Deliverables:
Utility Log, and electronic copies of all correspondences and plans provided by the utility companies
TASK 7: UTILITY BASE MAP
Michael Baker will prepare a utility base map based on utility plans received from impacted agencies. This base map
will be utilized to determine conflicts and also to determine a clear alignment option for the storm drain
improvements. The data will be created in CAD format.
Deliverables:
Utility Base Map
TASK 8: HYDROLOGY AND HYDRAULIC STUDIES
Michael Baker will compile updated data and review the prior drainage study documents to verify existing drainage
conditions within the South model of the Focused Drainage Study. Michael Baker will then perform an updated
hydrology analysis to generate storm water discharges and runoff volumes for a 150 -year storm event. The
hydrology study will conform to the current RCFC&WCD Hydrology Manual and guidelines and follow the approach
used in the Focused Drainage Study and the Eisenhower Drive Drainage Improvements. Michael Baker will utilize the
detailed design topographic data (Task 4) developed from field survey to verify flow patterns and drainage
boundaries. Hydrology calculation will be performed utilizing the latest version of AES software for the offsite
drainage areas (RATSCx and FLOODSCx for rational method and unit hydrographs methods, respectively) and XP-
SWMM. The direct rainfall method will be used for the onsite areas. The XPSWMM coupled 1- and 2-D models will
be used to size the storm drain pipe systems. This hydrology study shall evaluate the 1-, 3-, 6-, and 24- hour duration
storm for the 150 -year events based on the most current rainfall data published in the NCAA Atlas 14. The proposed
storm drain systems will be sized to convey the worst case duration. This task will include delineation of the tributary
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drainage area and preparation of project hydrology map. The facilities will be sized to maintain one -dry lane during
a 150 -year storm event.
TASK 9: FEASIBILITY STUDY
Michael Baker will prepare an alternatives analysis to determine the most viable project options for the systems that
+ are acceptable to the City and stakeholders. The proposed storm drain identified in the Focused Drainage Study will
be evaluated using the new updated hydrology, detailed topographic mapping and utility data to develop new
alternative alignment(s) and modification(s) to identify cost-effective solution(s) to provide a 150 -year level of
protection. A matrix of evaluation criteria will be developed and analyzed in conjunction with the City to identify a
recommended project. The analysis will include concept design plans, hydraulic effectiveness, preliminary
construction costs, utility conflicts, ROW, private property impacts, traffic control, constructability, and other
intangible impacts. A conceptual plan will be developed for alternative(s) that are evaluated in detail. The Team will
prepare the conceptual plan for the alternative(s) and use the horizontal and vertical alignments for the preliminary
system hydraulics. The concept plans will be used to identify ROW constraints, environmental impacts, and utility
conflicts. Michael Baker's in-house construction management staff will review the alternative(s) for value
engineering and constructability.
TASK 10: PRELIMINARY DESIGN REPORT
Michael Baker will prepare a preliminary design report which will present and document the results of the
hydrology/hydraulic studies, alternatives analysis and feasibility study. The report will include text, graphics,
preliminary plan layouts, alternatives analysis discussion, and recommendation of a preferred project. Technical
analysis will be summarized with detailed analysis provided as an appendix.
Deliverables:
Draft and Final Preliminary Design Report
TASK 11: POTHOLING
Michael Baker's Team member, Kana Subsurface Engineering (KSE), will conduct potholing within the project limits
at critical existing utility crossings along the selected storm drain alignment locations, where there are potential
conflicts. This will be completed along the selected storm drain alignment after the preliminary route study is
approved by the City. KSE will secure an inquiry identification number from Underground Service Alert at least 48
hours prior to excavation and white line the site for USA locators. This task assumes that up to twenty (20) potholes
will be required for the project. KSE will backfill vacuum excavated potholes using 1-1/2 sack slurry backfill and cold
patch asphalt repair. Additionally, the necessary traffic control permits shall be obtained prior to potholing. Cost for
the potholing permit will be charged on the contract as a reimbursable expense by the City. Potholes will determine
both the top and bottom elevation of the utility in question.
Deliverables:
Pothole Report
TASK 12: GEOTECHNICAL INVESTIGATION
Michael Baker Team member, Petra Geosciences, Inc., will perform a site reconnaissance and DigAlert boring
markout, obtain necessary traffic control permits, conduct field exploration including geotechnical borings, perform
l laboratory testing, and conduct analyses to develop geotechnical parameters and recommendations for the design
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INT E R NATIONAL D S c o p e o f W o r k P r o g r a m P a g e 125
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and construction of the storm drain line and structures, as well as pavement recommendations for the roadway
section after installation of the storm drain facilities.
Field Exploration. The geotechnical exploration will consist of six (6) geotechnical exploratory borings along the
pipeline alignments within Calle Tampico, Avenida La Fonda and Washington Street, utilizing a sampling depth of
approximately 12-15 feet below ground surface. The borings will be drilled utilizing a track -mounted, hollow -stem
auger drilling rig. Borings will be backfilled with excavated soils and capped with cold asphalt patch. Collection of
representative bulk and undisturbed soil samples for laboratory analysis shall also be conducted. Undisturbed
samples will be retrieved at a 2- to 5 -foot depth utilizing a modified -California or SPT sampler. Field samples will be
logged and field -classified in accordance with the visual -manual procedures in the Unified Soil Classification System.
Measurement of existing pavement sections shall also be conducted. Traffic control is expected at all boring locations
within public street areas. Drilling down time (15-30 minutes) is anticipated to move equipment and traffic control
to each street location. Prevailing Wage costs apply for drilling contractor and traffic control contractor.
iLaboratory Testing and Geotechnical Analyses. Laboratory tests will be performed on selected, representative soil
samples to determine maximum density and optimum moisture content, in-situ moisture and density, grain size
analysis, sand equivalent, direct shear, soil corrosivity (soluble sulfate and chloride content, pH and minimum
resistivity) testing, soil characteristics and pertinent engineering properties that should be considered in engineering
evaluation. Geotechnical data analyses will consist of review of existing in-house data and analyses of the collected
( data by the Geotechnical Engineer.
Report Preparation. Petra Geosciences will prepare a report summarizing the findings and conclusions of the
exploration and provide geotechnical parameters for the design and construction of the proposed storm drain in
general conformance with the 2016 California Building Code (CBC) and/or in accordance with applicable City
requirements. These will include descriptions of field and laboratory procedures and results, discussions regarding
engineering evaluation methods and results, and recommendations. Recommendations will include; general site
preparation criteria, pipe bedding, lateral support values, settlement potential, groundwater considerations, soils
corrosivity considerations, and pavement section recommendations.
Deliverables:
One (1) DRAFT Geotechnical Report (2 copies); and One (1) FINAL Geotechnical Report (2 copies)
PHASE II FINAL DESIGN PLANS, SPECIFICATIONS AND ESTIMATES
TASK 1: GEOMETRIC APPROVAL DRAWING REVIEW
Michael Baker will prepare a schematic plan which shows the storm drain alternative (Focused Drainage Study
provides one alternative for the South Drainage Area) based on the results of the 150 -yr event analysis, along with
roadway limits, existing utilities, other mapped constraints (as necessary). Storm Drain Geometric Alignment Plan
will be prepared based on this schematic design/layout from Phase I. The submittal will include the storm drain
alignment with preliminary elevations preliminary utility crossings and connection/transition points.
TASK 2: STAGE CONSTRUCTION / TRAFFIC HANDLING PLANS
Michael Baker will prepare Stage Construction/Traffic Handling Plans for the proposed storm drain improvements
located at the following street segments and intersections:
1. Calle Tampico from Avenida Bermudas to Desert Club Drive, and from Season Way to Washington Street.
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2. Avenida La Fonda from Main Street to Calle Rondo, including the intersection of Washington Street @
Avenida La Fonda.
3. Washington Street from Calle Tampico to Avenida La Fonda.
Based on the proposed storm drain improvements, we anticipate that the improvements will need to be
constructed in phases to maintain existing traffic circulation and maintain access to traffic within the project areas
including businesses and residential streets.
The anticipated Stage Construction/Traffic Handling plans include:
• Title Sheet — One (1) Sheet
■ Calle Tampico from Avenida Bermudas to Desert Club Drive [Four (4) Sheets]
o Stage 1a: Catch basin improvements along the south side of Calle Tampico — One (1) Traffic Control
Sheet
o Stage 1b: Storm drain main line improvements along the south side of Calle Tampico — One (1) Traffic
Control Sheet.
o Stage 1c: Storm drain main line improvements at the intersections of Calle Tampico @ Avenida
Bermudas & Calle Tampico @ Desert Club Drive. One (1) Traffic Control Sheet + One (1) Detour Plan
Sheet
• Calle Tampico from Season Way to Washington Street [Seven (7) Sheets]
o Stage 2a: Catch basin improvements along the north & south side of Calle Tampico —Two (2) Traffic
Control Sheets
o Stage 2b: Storm drain main line improvements along the north side of Calle Tampico —Two (2) Traffic
Control Sheets + One (1) Detour Sheet.
o Stage 2c: Storm drain laterals on the north and south side of Calle Tampico — Two (2) Traffic Control
Sheets.
• Avenida La Fonda from Main Street to Washington Street [Five (5) Sheets]
o Stage 3a: Storm drain main line improvements along the north side of Avenida La Fonda—One (1) Traffic
Control Sheet.
o Stage 3b -3d: Storm drain main line improvements at the intersection of Avenida La Fonda and
Washington St- Three (3) Sheets + One (1) Detour Plan Sheet.
• Washington Street from Calle Tampico to Avenida La Fonda [Two (2) Sheets]
o Stage 4a: Storm drain main line improvements along the west side of Washington Street — One (1)
Traffic Control Sheet.
o Stage 4b: Storm drain main line improvements at the intersection of Avenida La Fonda and Washington
Street — One (1) Traffic Control Sheet.
■ Avenida La Fonda from Washington Street to Calle Rondo [Four (4) Sheets]
o Stage 5a: Storm drain main line improvements along the south side of Avenida La Fonda- One (1) Traffic
Control Sheet.
o Stage 5b -5d: Storm drain main line improvements at the intersection of Avenida La Fonda and
Washington Street —Three (3) Traffic Control Sheets.
The Stage Construction/Traffic Handling Plans will utilize accepted methods of lane and roadway closure
delineation, signage and barricading. Specific work areas will be protected from traffic based on the construction
phase, type of work and construction equipment required within the work area. The plans will be designed to
maximize lane usage for all traffic movements including bicycles, maintain pedestrian access routes, minimize
impacts to traffic, and provide a workable area.
Consultant will meet with City staff to discuss proposed construction staging, minimum lane requirements,
vehicle/pedestrian restrictions, driveway restrictions, lane closures, construction work hours, construction work
area required, and potential constraints that may affect the proposed improvements.
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The Stage Construction/Traffic Handling Plans will be prepared based on the requirements set forth in the 2014
California Manual on Uniform Traffic Control Devices (CAMUTCD), and the City of La Quinta as appropriate. The
plans will be prepared at V=40' scale.
Consultant will prepare the technical sections of the construction specifications for the stage construction/traffic
handling. The specifications will conform to the applicable standards and specifications from the City of La Quinta,
Caltrans Standard Plans and Specifications, 2015 edition and the 2014 California MUTCD.
Consultant will provide quantities of materials required for the stage construction/traffic handling. An Engineering
Cost Estimate will be prepared to identify the cost associated with the specific work required.
Deliverable: Stage Construction/Traffic Handling Plans (20 sheets) + Detour Plan Sheets (3), Technical
Specifications, Construction Quantities and Engineer's Cost Estimate
TASK 3: 65% DESIGN SUBMITTAL (PS&E)
Michael Baker will prepare a 65% Design Submittal which will include the alignment determined from the 150 -year
event analysis in Phase I. One plan set of storm drain improvement plans will be prepared for the project. The
submittal will include a Final Drainage Study updated with hydrology and hydraulics for the proposed inlets/catch
basins, storm drain horizontal and vertical alignments, and will include plans, and the preliminary construction cost
(. estimate (PS&E). The submittal will also include traffic control plans. The plans and all reference files will be prepared
4 per the City's Computer Aided Design (CAD) Standards in a format compatible with the City's system. All project
documents in digital/electronic format will be compatible with the City's computer applications (MS Office, Adobe
( Reader).
Deliverables:
65% Design Submittal (PS&E) - three (3) hard copies and a PDF copy;
65% Drainage Design Study —three (3) hard copies and a PDF copy
Preliminary Engineer's Estimate - three (3) hard copies, Excel format and PDF copy
TASK 4: 85% DESIGN SUBMITTAL (PS&E)
Michael Baker will prepare an 85% Design Submittal, which will address comments from the 65% Design submittal.
The 85% design submittal will include a Final Drainage Study updated with hydrology and hydraulics forthe proposed
inlets/catch basins, storm drain horizontal and vertical alignments, and will include plans, specifications, and the
construction cost estimate (PS&E). The submittal will also include an 85% traffic control plan. The plans and all
reference files will be prepared per the City's Computer Aided Design (CAD) Standards in a format compatible with
the City's system. All project documents in digital/electronic format will be compatible with the City's computer
applications (MS Office, Adobe Reader).
Deliverables:
85% Design Submittal (PS&E) - three (3) hard copies and PDF copy;
85% Drainage Design Study—three (3) hard copies and PDF copy
Preliminary Engineer's Estimate —three (3) hard copies, Excel format and PDF copy
Preliminary Specifications / Special Provisions — three (3) hard copies, Word format and PDF copy
TASK 5: 100% DESIGN SUBMITTAL (PS&E)
Michael Baker will prepare a 100% Design Submittal (PS&E) which will incorporate all City comments based on
comments from the 85% Design Submittal. Michael Baker will ensure the design is compatible with all utilities in the
project area and include a time assessment of any utility relocation required with this project. The specifications will
include the final pothole report and the geotechnical boring information. Prior to plotting of the 100% mylar
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submittal, three (3) hard copies and an electronic copy (pdf) of the submittal will be sent to the City for final plan
check. The plan set is anticipated to include the following seventeen (17) sheets (plus traffic control sheets):
T1— Title Sheet
G1— General Notes, Index of Sheets, Abbreviations, Benchmark/Basis of Bearings
SD1-SD10—Storm Drain Plan and Profile, 10 sheets
SD11-SD13—Storm Drain Lateral Profiles, 3 sheets
D1 -D2 — Miscellaneous Details, 2 sheets
TC—Traffic Control Sheets (production and fee included in Task 2 of Phase II)
Deliverables:
100% Design Submittal (PS&E) —Three (3) hard copies;
100% Project Specifications — Three (3) hard copies;
100% Engineer's Cost Estimate —Three (3) hard copies;
One digital/electronic (AutoCAD or Pdf Files) of the plans, specifications and estimate on CD
Project specifications and engineer's estimate will be in PDF and Word/Excel format.
TASK 6: FINAL DESIGN SUBMITTAL (PS&E)
Michael Baker will prepare a Final Design Submittal (PS&E) which will incorporate all City comments on the 100%
Design Submittal.
( Deliverables:
Final Design Submittal (PS&E) — One (1) set each of signed plans (mylars)
Final Project Specifications — Two (2) sets
Final Engineer's Cost Estimate —Two (2) sets
Digital/Electronic (AutoCAD and PDF Files) PS&E on CD with Final Project Specifications in Word format and
Engineer's Cost Estimate in Excel format.
TASK 7: STORM WATER POLLUTION PREVENTION PLAN
Consultant shall prepare and submit a Notice of Intent (NOI) and a Storm Water Pollution Prevention Plan (SWPPP)
for the Project to the State Water Resources Control Board (SWRCB). A copy of the SWPPP and the Waste Discharge
Identification Number (WDID No.) shall be supplied to the client.
Consultant shall comply with the Construction General Permit enforced July 15, 2010 by preparing and submitting
the project registration documents online to the board. These documents include a risk analysis and the SWPPP
document.
This task assumes any further updates or actions necessary for upkeep, inspections, or maintenance of the SWPPP
shall be prepared by the general contractor, or erosion control contractor. This includes but is not limited to Annual
Report Submittals, Rain Event Action Plans, Inspection Logs, Changes of Information, and the Notice of Completion
/ Termination.
Deliverables:
Storm Water Pollution Prevention Plan — 2 hard copies and PDF file
NOI — Notice of Intent filed online with State of California SMARTS.
TASK 8: CONSTRUCTION BIDDING SUPPORT
The City will complete the bid documents, advertise the project for bidding and distribute the plans to prospective
bidders. The City's project coordinator will be the designated person to receive contractor inquiries. Michael Baker's
■., rL.l. r..�a :r. rdai
INTERNATIONAL D S c o p e o f W o r k P r o g i a m P a g e 129
C I.—rte.
r— City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
M project manager and project staff will assist the City as requested during the bidding. The work may include
answering questions, providing consultation and interpretation of the construction documents, and assisting the
City in preparation of addenda to the PS&E during the advertisement period. Attending pre -construction meetings
or bid opening and analysis of bids will also be provided.
TASK 9: CONSTRUCTION SUPPORT SERVICES
Michael Baker's project manager and project staff will be available to assist the City during construction. A budget
amount has been prepared to provide a minimal amount of construction services. This budget may require
adjustment depending on the level of Consultant involvement required during construction. Upon written request
by the City, the Consultant shall provide the following construction support services.
A. Assist the City during construction by responding to Request for Information (RFI), clarifying drawings, and
generally assisting the City to ensure that the project is constructed in accordance with the plans and
specifications.
4' B. Perform up to 4 periodic site visits during construction as requested by the City.
C. Provide advice and technical support for construction change orders.
TASK 10: PROJECT MANAGEMENT, COORDINATION, MEETINGS AND QUALITY CONTROL
Michael Baker will manage project duties for the full project to assure a cost-efficient, quality process. Our staff will
provide a suite of disciplines to effectively coordinate and communicate leading to design approval. This task
includes overall project management, liaison with affected agencies, meeting leadership, progress monitoring and
maintenance of project files. Michael Baker will supervise, coordinate, monitor and review design for conformance
with City standards, policies and procedures. Michael Baker will attend at least four (4) meetings with the City during
the design phase including a kick-off meeting, meetings for review of each of the different milestone submittals of
the Preliminary design and 65% and 85% designs, and if necessary, attendance of City Council meetings. Prior to the
100 percent submittal, Michael Baker will perform an internal QA/QC review to identify potential conflicts, check
design accuracy, and determine plans completeness for construction.
Assumptions:
Any revisions requiring relocation, design and approval through CVWD would be an additional effort and would be
negotiated subsequent to Phase I and prior to Phase II of this contract.
Any major change to street/roadway alignment would be an additional effort and would be negotiated subsequent
to Phase I and prior to Phase II of this contract.
■��C1y�Is.u�:xL.ur
INTERNATIONAL D S c o p e o f W o r k P r o g r a m P a g e 130
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
PROJECT SCHEDULE
ID Task Name i7LlratiOn Ej5mrt Novem¢er JanuaryMarch May July Septem ,er Novem¢er January
M 1 B E M B �M 0 E �._ 9 E M 11.1y,
E M R E M B .I E M B E
1 Phase I - Preliminary Design 100 days Tue 10/31/17 >1
2 Task 1- Project Kick Off 8 days Tue 10/31/17 I-1
3 Contract Execution / Issuance 5 days Tue 10/31/17
4 Kickoff Meeting 1 day Tue 11/7/17 N
5 Finalization of Project Schedule 2 days Wed 11/8/17 �C
6 Task 2 - Project Meetings and Coordination 97 days Tue 11/7/17 t
7 Project Meetings 97 days Tue 11/7/17 19
8 Task 3 - Site Visit & Photography 2 days Wed 11/8/17
9 Site Reconnaissance 2 days Wed 11/8/17
10 Task 4 - Topographic Survey 20 days Wed 11/8/17
11 Set Field Targets 3 days Wed 11/8/17
12 Aerial Imagery Acquisition & Aerial Compilation 16 days Mon 11/13/17
13 Aerial QC Review 2 days Mon 12/4/17
14 Task 5 - Survey Control / ROW Mapping 12 days Fri 11/10/17
15 Mapping Research 5 days Fri 11/10/17
16 ROW Mapping 10 days Tue 11/14/17
17 Task 6 & 7 - Utility Coordination & Mapping 20 days Wed 11/8/17
18 Utility Coordination 14 days Wed 11/8/17
19 Utility Base Map 3 days Fri 12/1/17
20 Tasks 8, 9, & 10 Technical Studies & Design Reports 58 days Tue 12/5/17 ■ W.
21 Hydrology & Hydraulics 4 wks Tue 12/5/17
22 Feasibility Study 4 wks Tue 12/12/17 #
23 Draft Preliminary Design Report 3 wks Tue 1/9/18
24 City Review 8 days Tue 1/30/18
25 City Review Meeting 0 days Thu 2/8/18 F 2/8
26 Final Preliminary Design Report 2 wks Fri 2/9/18
27 Task 11- Potholing 17 days Fri 2/9/18
28 Potholing Exhibit 2 days Fri 2/9/18
29 Permitting/Traffic Control 5 days Tue 2/13/18
30 Markout/Survey Location 2 days Tue 2/20/18
31 Potholing & Potholing Report 8 days Thu 2/22/18
32 Task 12 - Geotechnical Investigation 27 days Fri 2/9/18
33 Permitting/Traffic Control 5 days Fri 2/9/18
34 Field Exploration 2 days Fri 2/16/18
35 Lab Testing/ Geotechnical Analysis 2 wks Tue 2/20/18
36 Report Preparation 2 wks Tue 3/6/18
37 Phase 2 - Final Design Plans, Specs & Estimates 101 days Tue 3/6/18
38 (Geometric Approval Drawing Review 13 days Tue 3/6/18
39 {! Geometric Approval Drawing 8 days Tue 3/6/18
Task Project Summary it k Manua Truk f 1 Sla,s only Deadline i Manual Progress
City of La Quinta
Calle Tampico Spat ""' """ "' Inactive Task 73orrtr,n-vny F4101 4:141 Critical
Preliminary Schedule Weslone ♦ Inactive Milestone Manual Summary RUNP b dorm! Tasks Critical Split
Summary ■ ■ Inactive Summary Manual Summary ■ ■ External Mik shine 0 Progress
■ 411 Lhlt=.:-l1 X1;1.4= -IL
I N T E R N ATI 0 N A L E P r o j e c t 5 c h e d u 1 e
P a g e 131
ID
Task Name
(Duration
If I Manual lnsk I
Start
40
City Approval
5 days
Fri 3/16/18
41
65% Design Submittal
40 days
Fri 3/23/18
42
Storm Drain Improvements
6 wks
Fri 3/23/18
43
Traffic Staging
3 wks
Fri 4/13/18
44
Engineers Cost Estimate
4 days
Mon 4/30/18
45
65% Submittal Package
1 day
Thu 5/3/18
46
City Review
30 days
Fri 5/4/18
47
85% Design Submittal
28 days
Fri 5/18/18
48
Storm Drain Improvements
4 wks
Fri 5/18/18
49
Traffic Staging
10 days
Fri 6/1/18
50
Specifications
5 days
Fri 6/8/18
51
Engineers Cost Estimate
2 days
Wed 6/13/18
52
SWPPP
12 days
Wed 5/30/18
53
85% Submittal Package
1 day
Fri 6/15/18
54
City Review
7 days
Mon 6/18/18
55
98% Design Submittal
11 days
Wed 6/27/18
56
�57
Storm Drain Improvements
5 days
Wed 6/27/18
Traffic Staging
4 days
Thu 6/28/18
58
Specifications
3 days
Fri 6/29/18
59
Engineers Cost Estimate
2 days
Mon 7/2/18
60
SWPPP SMARTS Support
1 day
Tue 7/3/18
61
98% Submittal Package
1 day
Wed 7/4/18
62
City Review
5 days
Thu 7/5/18
61
100% Design Submittal
9 days
Thu 7/12/18
64
Storm Drain Improvements
3 days
Thu 7/12/18
65
Traffic Staging
3 days
Thu 7/12/18
66
Specifications
1 day
Mon 7/16/18
67
Engineers Cost Estimate
1 day
Mon 7/16/18
68
100% Submittal Package
1 day
Tue 7/17/18
69
City Approval
5 days
Wed 7/18/18
70
Construction Bidding Support
30 days
Wed 8/15/18
71
Construction Support Services
75 days
Wed 11/7/18
City of La Quinta
Calle Tampico Drainage Improvements, Project No. 2015-12C
t�trverrllxr January March May July Sep"." i'+ NuvJanuary
k
f
City of La Quinta
Task
Project Summary
If I Manual lnsk I
t Start Only
Deadline
Calle Tampico
Split
„ ...... .... ... ... Inactive Task
butaliolr ursly
Finish unly
Critical
Preliminary Schedule
M lestone
♦ Inactive Milestone
Manual Summary Roitup
LKIcmal idsks
Critical Split
Summary
. I Inaclive Summary
Manual Summary .
0 Eatolrurl Mik.-Al" e 0
Progress
P,
i
Manual Progress
INTERNATIONAL E P r o j e c t S c h e d u l e P a g e 132
U., City of La Quinta
11 Calle Tampico Drainage Improvements, Project No. 2015-12C
NON -COLLUSION AFFIDAVIT FORM
NON -COLLUSION AFFIDAVIT FORM
Must be executed by proposer and submitted with the proposal
I, Mike Sutton
I am Vice President
(name) hereby declare as follows:
of Michael Baker International
(Title) (Company)
the party making the foregoing proposal, that the proposal is not made in the interest
of, or on behalf of, any undisclosed person, partnership, company, association,
organization, or corporation; that the proposal is genuine and not collusive or sham;
that the proposer has not directly or indirectly induced or solicited any other proposer
to put in a false or sham proposal, and has not directly or indirectly colluded, conspired,
connived, or agreed with any proposer or anyone else to put in a sham proposal, or that
anyone shall refrain from proposing; that the proposer has not in any manner, directly
or indirectly, sought by agreement, communication, or conference with anyone to fix
the proposal price of the proposer or any other proposer, or to fix any overhead, profit,
or cost element of the proposal price, or of that of any other proposer, or to secure any
advantage against the public body awarding the agreement of anyone interested in the
proposed agreement; that tall statements contained in the proposal are true; and,
further, that the proposer has not, directly r indirectly, submitted his or her proposal
price or any breakdown thereof, or the contents thereof, or divulged information or
data relative hereto, or paid, and will not pay, any fee to any corporation, partnership,
company, association, organization, proposal depository, or to any member or agent
thereof to effectuate a collusive or sham proposal.
I declare under penalty of perjury undythes of the State of California that the
foregoing is true and correct.oser SiP 9Pro nature:a
Proposer Name:
Proposer Title:
Company Name:
Address:
INTERNATIONAL
Michael Sutton
Vice President
Michael Baker International
75-410 Gerald Ford Drive, Suite 100
Palm Desert, CA 92211
Page 133
Camarillo
5051 Verdugo Way, Suite 300
Camarillo, CA 93012
Phone: 805-383-3373
Fax: 805-383-3371
Carlsbad
5050 Avenida Encinas, Suite 260
Carlsbad, CA 92008
Phone: 760-476-9193
Fax: 760-476-9198
Santa Ana / Irvine
5 Hutton Center Drive, Suite 500
Santa Ana, CA 92707
Phone: 949-472-3505
Fax: 949-472-8373
Long Beach
3760 Kilroy Airport Way, Suite 270
Long Beach, CA 90806
Phone: 562-200-7165
Fax: 562-200-7166
Los Angeles
801 South Grand Avenue, Suite 250
Los Angeles, CA 90017
Phone: 213-250-7359
Michael Baker
Ontario
3536 Concours, Suite 100
Ontario, CA 91764
Phone: 909-974-4900
Fax: 909-974-4004
Palm Desert
75-410 Gerald Ford Drive, Suite 100
Palm Desert, CA 92211
Phone: 760-346-7481
Fax: 760-346-8315
San Diego
9755 Clairemont Mesa Boulevard, Suite 100
San Diego, CA 92124
Phone: 858-614-5000
Fax: 858-614-5001
Temecula
40810 County Center Drive, Suite 200
Temecula, CA 92591
Phone: 951-676-8042
Fax: 951-676-7240
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Bear r u eic�'I
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75-410 Gerald Ford Drive, Suite 100
Palm Desert, CA 92211
Ph 760-346-7481, Fx 760-346-8315
www.mbakerintl.com
I N T E R N A T 1 0 N A L