Proposal - Mulholland Consulting, INC.DATE
MULHOLLAND CONSULTING, INC.
7177 BROCKTON AVE.
SUITE 448
RIVERSIDE, CA 92506
PROPOSAL BY
PROPOSAL FOR
MARCH 4, 2025
CITY OF LA QUINTA
ATTN: CARLEY ESCARREGA
78495 CALLE TAMPICO
LA QUINTA, CA 92253
MISCELLANEOUS
RETENTION BASIN
IMPROVEMENTS
PROJECT
NO. 2023-35
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..COVER LETTER..
Realizing better built environments for people.
Required Statements
• This letter is signed by an official authorized to bind the firm.
• Mulholland confirmed its intent to provide this Proposal with Carley Escarrega on February 12, 2025.
• The information and pricing provided in this Proposal shall be valid for ninety (90) days.
• The individuals performing the work for the City of La Quinta (“City”) are free from conflicts of interest.
• The Cost Proposal will be submitted separately per City’s request.
..TABLE OF CONTENTS..
Realizing better built environments for people.
TABLE OF CONTENTS
TABLE OF CONTENTS ................................................................................................................... 1
FIRM QUALIFICATIONS ................................................................................................................. 1
STAFFING & PROJECT ORGANIZATION ......................................................................................... 4
Our Organization Chart ............................................................................................................. 5
SUBCONTRACTING SERVICES ....................................................................................................... 6
Southern California Geotechnical, Inc. .......................................................................................... 6
Dawson Surveying, Inc. .............................................................................................................. 6
PROJECT UNDERSTANDING .......................................................................................................... 7
Background ............................................................................................................................... 7
Agencies Having Jurisdiction ....................................................................................................... 7
Funding Requirements ................................................................................................................. 7
Environmental ............................................................................................................................ 7
Right of Way Analysis ................................................................................................................ 7
Production ................................................................................................................................. 7
Existing Utilities .......................................................................................................................... 7
Accessibility .............................................................................................................................. 7
Drainage .................................................................................................................................. 8
Traffic Control ............................................................................................................................ 8
Execution .................................................................................................................................. 8
Maintenance ............................................................................................................................. 9
City Responsibilities .................................................................................................................... 9
PROJECT Approach ..................................................................................................................... 12
SCOPE OF SERVICES .................................................................................................................. 15
Deliverables Matrix .................................................................................................................. 16
SCHEDULE ................................................................................................................................. 17
DISCLOSURES ............................................................................................................................ 18
APPENDIX A: RESUMES
APPENDIX B: NON-COLLUSION AFFIDAVIT
APPENDIX C: INSURANCE ACKNOWLEDGEMENT
APPENDIX D: ACKNOWLEDGEMENT OF ADDENDA
APPENDIX E: BORING LOCATIONS
..FIRM QUALIFICATIONS..
| 1
FIRM QUALIFICATIONS
Mulholland Consulting, Inc. (“Mulholland”) is the prime
consultant on this Proposal and will provide Civil
Engineering design and permitting services for the City of La
Quinta (“City”).
PURPOSE. We started Mulholland to realign the architecture/engineering/construction (AEC) industry
with its true purpose—people.
We strive to go beyond solving problems to make real improvements in the communities we serve. Better
built environments are produced by considering human factors first.
PRACTICE. There is a continual need to provide complete design and management solutions for
development and infrastructure projects.
We emphasize knowledge sharing amongst our teams and our clients to remove hurdles that may
otherwise inhibit realization of a client’s ambitions.
RESULTS. You bring your vision—together we achieve results.
Name Mulholland Consulting, Inc.
Owner Brian M. Nieckula, P.E.
Number of Years in Business Five Years
Number of Years Providing Design Five Years
Employer Identification Number (EIN) 84-2120320
Incorporated 2019 in California
..REFERENCES..
| 2
REFERENCES
Please find a selection of our team’s references below:
Project Catch Basin Trash Excluder Project, RFP #2031
Client Name City of Culver City
Project Description The City is required to comply with the MS4 permit issued by
the LARWQCB and TMDL storm water pollution regulations.
The City is required to implement BMPs that would improve
water quality and eliminate trash generated within its
jurisdictional boundaries from being deposited to Ballona
Creek via the public storm water drainage system. The TMDL
for trash requires zero-trash to be discharged to Ballona
Creek.
Number of Staff Assigned Two
Summary of Outcome Mulholland obtained a Flood Control Permit for retrofits for
City and County owned catch basins with trash excluder
devices. We received an amendment to an existing
maintenance agreement with LACFCD on behalf of the City.
We provided extensive due diligence to reconcile the City’s
GIS database with field measurements, the County database,
and as-builts. Trash excluder devices were installed in
accordance with the Permit.
Start Date 2020
End Date 2024
Contact May Ng, City of Culver City
Address 9770 Culver Boulevard, Culver City, CA 90232
Email Address may.ng@culvercity.org
Telephone Number 310.253.6406
Project Steep Canyon Road Erosion Control and Sedimentation
Prevention at Clear Creek Canyon Drive
Client Name City of Diamond Bar
Project Description The City sought to reduce sediment transportation due to
erosion on an engineered hillside. Sediment had been
washing onto the residential street below. Diamond Bar
Creek borders the project to the north.
Number of Staff Assigned Two
Summary of Outcome A debris and sedimentation basin has been completed at the
base of an engineered hillside.
Start Date 2023
End Date 2024
Contact Hal Ghafari, P.E.
Address 21810 Copley Dr., Diamond Bar, CA 91765
Email Address hghafari@diamondbarca.gov
Telephone Number 909.839.7044
..REFERENCES..
| 3
Project Groundwater Diversion Project
Client Name City of Cerritos
Project Description
Civic Center Parking Structure | The City is required to stop
discharges from the existing groundwater lift station of the
subterranean Civic Center Parking Structure to the storm drain
system due to constituents in the ground water. A new sewer
connection and saltwater aquarium flush-to-waste line is
required to connect to LACSD’s off-site trunk sewer manhole.
A new sewer lift station was then required due to a conflict
with a shallow existing off-site storm drain. LACSD required
that catch basins receiving stormwater no longer be
comingled with the groundwater lift station. A new storm
water lift station was then required to lift stormwater from the
lowest subterranean level of the Parking Structure through its
light well to a new bioretention area. Canopies over the
existing stairwells, light well, and diesel generator enclosure
will also be constructed.
Cerritos Center for the Performing Arts | City is required to
stop discharges from the existing groundwater lift station of
the Cerritos Center for the Performing Arts to the storm drain
system due to constituents in the ground water. A new sewer
connection has been designed to connect the lift station to the
existing on-site sewer.
Number of Staff Assigned Two
Summary of Outcome
One sewer lift station, one stormwater lift station, and
modifications to an existing groundwater lift station have
been completed. Two stair well canopies and a cover for a
subterranean light well have also been completed.
Start Date 2019
End Date Ongoing
Contact Amandeep Mann
Address 18125 Bloomfield Ave., Cerritos, CA 90703
Email Address amann@cerritos.us
Telephone Number 562.860.0311
..STAFFING & PROJECT ORGANIZATION TEAM..
| 4
STAFFING & PROJECT ORGANIZATION
Complete resumes for key team members can be found in Appendix A: Resumes.
Brian Nieckula, P.E. – Principal in Charge
Role. Brian will design for the project and serve as the liaison to the City.
• Completed a very similar project whose experience and expertise is directly applicable to
this project.
• Registered Civil Engineer, R.C.E. No. 87484
Karen Campbell – Project Manager
Role. Karen will lead day-to-day project management and support the team.
• Has worked for the city government for decades before becoming a consultant, most recently
for the City of Chino as a Project Manager.
Robert Dawson, P.L.S. – Land Surveyor
Role. Robert will oversee the topographic surveys of the site.
• Has worked for the City before on the “Repair Design Services for the Sycamore Canyon
Creek Project”.
• Provides land surveying and mapping services for multiple types of projects.
• Public Land Surveyor, P.L.S. No. 6932
Dan Nielsen, P.E., G.E. – Geotechnical Engineer
Role. Dan will provide oversight for the infiltration testing needed to design infiltration-based
structural BMPs.
• Has expertise in slope stability analyses, laboratory testing, and general geotechnical
consulting services.
• Registered Civil Engineer, R.C.E. No. 77915
• Registered Geotechnical Engineer, R.G.E. No. 3166
Dania Shaker – Engineering Technician
Role. Dania will provide design and drafting support.
• Experience working on civic landmark projects including the Ontario Convention Center
Expansion project with a $750 million valuation.
..STAFFING & PROJECT ORGANIZATION TEAM..
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Our Organization Chart
..SUBCONTRACTING SERVICES..
| 6
SUBCONTRACTING SERVICES
Southern California Geotechnical, Inc.
Southern California Geotechnical, Inc. (“SoCalGeo”) will
prepare the infiltration tests for design of infiltration-based
structural Best Management Practices (BMPs).
Name Southern California Geotechnical, Inc.
Telephone Number 714.685.1115
Address
22885 Savi Ranch PKWY
Suite E
Yorba Linda, Calif. 92887
Dawson Surveying, Inc.
Dawson Surveying, Inc. (“Dawson”) will provide land
surveying services for provide horizontal and vertical control
for the project to prepare precise grading design.
Name Dawson Surveying, Inc.
Telephone Number 951.538.9386
Address
1814 Commercenter W.
Suite G
San Bernardino, Calif. 92408
..PROJECT UNDERSTANDING & APPROACH..
| 7
PROJECT UNDERSTANDING
Background
• The Public Works Department of the City
is seeking professional engineering
services to prepare plans, specifications,
and engineer’s estimates (PS&E) for the
Miscellaneous Retention Basic
Improvements project (Project No. 2023-
35).
• The focus is on improving the efficiency
and functionality of three (3) retention
basins in the City. These basins have
drainage and operational issues that need
to be addressed including the need to
enhance percolation, functionality, and
operational efficiency of each basin to
mitigate issues with slow drainage and
standing water.
Agencies Having Jurisdiction
• The project will be managed by the City
Public Works Department.
• Coordination with utility companies may
be necessary.
Funding Requirements
• We assume all funding comes from local
sources.
Environmental
• A California Environmental Quality Act
(CEQA) Notice of Exemption is assumed
to not be desired to be prepared due to
the nature of the work.
• California Code of Regulations (CCR)
§15301(d) Class 1 – Existing Facilities
applies.
Right of Way Analysis
• Additional right-of-way is assumed not to
be required.
Production
• Provide plans to City in AutoCAD 2023
or higher format and PDF.
Existing Utilities
• Utility conflicts at all sites must be
identified and resolved during the 35%
Concept Review stage to allow adequate
planning for relocations or adjustments.
Accessibility
• Man and truck access will be anticipated
to all proposed improvements and may
include rolled curbs and truck ramps.
..PROJECT UNDERSTANDING & APPROACH..
| 8
Drainage
• Our team will use the CASQA Stormwater
Best Management Practice Handbook:
Development to address the retention
basin solutions.
• Our team will use publicly available
Geographic Information System (GIS)
databases with contours to approximate
the contributing watersheds to each
existing structural Best Management
Practice.
• The proposed wet wells are classified as
Class V injection wells under the U.S.
Environmental Protection Agency (EPA)
Underground Injection Control (UIC)
program.
• We will use the Rational Method to
approximate stormwater flows within the
contributing watersheds.
• Our team will design for 24-hour draw
down and provide provisions for low
flows/nuisance water.
• Enough elevation change (elevation head)
must exist to permit improvements like the
leach lines.
• Our team will consult the City Public
Works Department to understand their
familiarity with maintaining structural Best
Management Practices (BMPs) and
whether any existing vendor relationships
already exist.
• Surface improvements are assumed to be
replaced in kind with any irrigation
improvements documented and restored
by the Contractor.
Traffic Control
• Temporary traffic control measures may
be required during construction to ensure
public safety.
Execution
Construction Documents Phase
• Prepare geometric approval drawings for
the 35% Concept Review.
• Develop comprehensive plans and
specifications for the 65% and 90-100%
submittals.
• Submit final approved plans in AutoCAD
2023 (or higher) and PDF formats.
Bid Phase
• The consultant will provide technical
assistance during bidding, including
responding to bidder inquiries and
preparing addenda.
Construction Phase
• The consultant will offer construction
support services and coordinate with the
City to address unforeseen issues.
..PROJECT UNDERSTANDING & APPROACH..
| 9
Maintenance
• Mulholland will coordinate with Public
Works to understand the frequency of
maintenance desired for the proposed
BMP as their input may also steer the
ultimate selection of a BMP type.
• Our team will prepare a maintenance
manual for the Structural Best
Management Practice selected.
City Responsibilities
• Provide all available as-builts and records
of public facilities.
• Provide Director of Industrial Relations
(DIR) Project Number for reporting
Certified Payroll.
• Provide all available GIS geodatabase
data/Shape Files and latest aerial
information.
• Assist in coordination with outside
agencies if deemed necessary.
• Provide latest boilerplate specifications
and general technical provisions in
Microsoft Word format.
..PROJECT UNDERSTANDING & APPROACH..
| 10
Proposed Improvements
Name Retention Basin at Cactus Flower Neighborhood
Location Northeast corner of Buttercup Lane and Goldenroad Circle
Scope of Work • Replace the non-operable and unmaintainable drywell system.
• Evaluate site conditions and design a new, effective drywell system to
ensure proper drainage and long-term maintainability. Confirm if there
are any additional measures needed such as scarification.
Proposed
Improvements
• Use results from infiltration test to determine depth of the
proposed structural BMP.
• Extend level nuisance flow leach field to distribute spread of
infiltration from proposed dry well.
• Install Oldcastle Maxwell system, stormwater galleries, or
approved equal per City Public Works Department to replace
the existing dry well.
• Over-excavate the bottom of the basin and backfill with
bioretention soil mix.
Name Retention Basin at Topaz Neighborhood
Location South side of Desert Stream Drive, between Desert Fox Drive and Desert Eagle
Court
Scope of Work • Address slow drainage issues in the basin be increasing percolation
capacity.
• Mitigate the impact of silty water entering the basin from the adjacent
Coachella Valley Water District (CVWD) wellsite to prevent clogging of
the new improvements.
• Review and potentially redesign the adjacent catch basin system to
increase efficiency. The existing catch basin has an inlet on both the street
and retention basin. The outlet goes to a drywell connected to the bottom
of the catch basin that has an overflow into the retention basin.
• Maintain ability for recreation in basin.
Proposed
Improvements
• Use results from infiltration test to determine depth of the
proposed structural BMP.
• Coordinate with CVWD to determine point source of silty
water to determine course of action.
• Regrade and create sedimentation forebay/trench between
the well site.
• Add leach lines to the existing catch basin to distribute low
flows throughout existing basin.
• Install Oldcastle Maxwell system, stormwater galleries, or
approved equal per City Public Works Department to replace
the existing dry well.
• Over-excavate the bottom of the basin and backfill with
bioretention soil mix.
..PROJECT UNDERSTANDING & APPROACH..
| 11
Name Retention Basin at the X-Park
Location South side of Westward Ho Drive, just east of Dune Palms Road.
Scope of Work • Review the existing hydrology memo, the geotechnical report, and the
current basin geometry.
• Design a drywell system to improve percolation and address issues with
standing water.
• Ensure the new design aligns with the basin’s intended capacity and
functionality.
• Maintain ability for recreation in basin.
• The existing dry well is assumed to be fifteen feet (15’) or greater below
ground surface.
Proposed
Improvements
• Use results from infiltration test to determine depth of the
proposed structural BMP.
• Over-excavate the bottom of the basin and backfill with
bioretention soil mix.
• Install Oldcastle Maxwell system, stormwater galleries, or
approved equal per City Public Works Department.
..PROJECT UNDERSTANDING & APPROACH..
| 12
PROJECT APPROACH
HOLISTIC PROJECT DELIVERYTM:
Engineering is more than just solving
problems—it is about creating meaningful
change. At Mulholland, we are redefining Civil
Engineering by focusing on the people,
communities, and systems that projects serve.
Every project is interconnected. Rather than
viewing projects as linear processes with a start
and stop, we recognize them as a part of a
broader network—a dynamic system where the
needs of the project, the client, and the
community remain at the center.
OUR FOUR CORE ACTIONS
EMPATHIZE: Understanding First, Solutions
Second.
We ask the right questions—who, what,
why, and when—to deeply understand the
needs of the client and the community.
We share experiences, knowledge, and
perspectives to create alignment and
shared understanding.
Education is key. We educate ourselves,
our team, our clients, and the community
to foster informed decision-making.
PLAN: Thoughtful Strategy Before Execution.
Empathy translates into action through
careful planning.
We develop a blueprint for success,
ensuring that all stakeholders are aligned
before moving forward.
Foresight drives results. Anticipating
challenges early allows us to develop
turnkey solutions that are both proactive
and adaptable.
MANAGE: Leadership with Confidence
No organization thrives without guidance.
We lead with confidence, ensuring that
teams, resources, and priorities are
managed effectively.
Our holistic approach ensures s that every
moving part of an object is synchronized,
allowing for seamless execution.
SOLVE: Delivering Meaningful Results
We do not just build projects—we create
impact.
Our solutions are dynamic, adapting to
changing realities, shared goals, and
evolving needs.
Success is measured not just in
completion, but in the real improvements
we bring to the communities we serve.
..PROJECT UNDERSTANDING & APPROACH..
| 13
Quality Assurance/Quality Control Plan
• Understanding priorities is the first step to
quality. Before design begins, we meet
with our clients to gain a deeper
understanding of their priorities,
expectations, and corporate
knowledge—laying the groundwork for a
project tailored to their needs.
• A plan built for precision. At the
programming meeting, we develop work,
project management, and communication
plans that establish clear workflows,
ensuring efficiency and accountability.
• Ownership drives results. Each team
member takes personal responsibility for
their role, fostering a culture of
accountability that minimizes errors and
enhances project outcomes.
• Tracking details, preventing mistakes. We
use a design and program matrix to log
key project issues, ensuring thorough
coordination and discussion at every
stage.
• Technology enhances collaboration. Our
review comments are hosted through
Bluebeam Revu Sessions, allowing
seamless team collaboration and precise
document tracking.
• Multiple levels of quality control. All
deliverables undergo a rigorous senior
staff review before submission, ensuring
compliance with Agency standards and
eliminating potential issues before they
arise.
• Constructability matters. We consult with
contractors during design to gain valuable
constructability insights, reducing costly
modifications during construction.
• Defending against unnecessary costs.
Change orders can disrupt budgets, but
we are committed to protecting the City
against unwarranted changes, ensuring
that every design decision supports cost-
effective, high-quality improvements.
• Quality is measured in results.
Engineering and design are only a
fraction of a project’s overall cost—true
success is seen in the quality, longevity,
and efficiency of improvements once
constructed.
Work Plan
• Every successful project starts with a plan.
Before work begins, our team dedicates
significant time to scoping all required
tasks, ensuring a comprehensive and
realistic execution strategy.
• Planning for the long term. We analyze
potential challenges early, proactively
addressing resource allocation and risk
..PROJECT UNDERSTANDING & APPROACH..
| 14
management to minimize unexpected
delays and budget overruns.
• Collaboration builds a stronger
foundation. During schematic design, we
bring engineers, planners, and key
stakeholders together to develop a well-
rounded, constructible design that aligns
with project goals.
• Setting clear expectations from the start.
To ensure complete transparency, we
include our work plan in the proposal,
outlining the scope, time, and
deliverables—aligning all parties for a
smooth execution.
Project Management Plan
• A strong leader ensures a strong project.
Our project manager directs all activities,
ensuring that deadlines are met, tasks are
completed efficiently, and the team stay
aligned with project objectives.
• Budgeting with precision. We work
closely with Agency staff, analyzing local
bid results, manufacturer pricing, and
industry data to develop accurate, market-
driven cost estimates.
• Staying ahead of potential roadblocks.
We identify and address long lead-time
items early, preventing procurement issues
that could impact the schedule.
• Tracking progress in real-time. Using
Microsoft Project, we develop Gantt
charts and weekly schedule updates,
ensuring project milestones remain on
track.
• A proactive approach to problem-solving.
Our project manager continuously
reviews progress, and if challenges arise,
we implement recovery measures to
maintain project momentum without
compromising quality.
Communication Plan
• Seamless communication is the backbone
of project success. We act as an extension
of the Agency’s team, working closely to
understand management, operations, and
maintenance needs.
• Consistent updates keep everyone
aligned. Our project manager maintains
direct communication with all
stakeholders through email, phone calls,
virtual meetings, and in-person
discussions to ensure project clarity.
• Structured meetings keep the projects
moving forward. We recommend weekly
check-ins with Agency staff to discuss
completed work, upcoming tasks, and key
decisions. Agendas and meeting minutes
ensure clear documentation and
accountability.
• Engaging the community for better
outcomes. We also facilitate
neighborhood meetings, allowing public
input to be considered in project
development. These insights help refine
priorities and ensure community needs are
met.
..SCOPE OF SERVICES..
| 15
SCOPE OF SERVICES
RFP Tasks
The following Tasks were derived from the Request
for Proposals (RFP).
Task 1. Project Management
• Schedule and chair a kickoff meeting with
the City to discuss the proposed work
plan, special concerns, and clarify design
objectives.
• Schedule and chair monthly
teleconference meetings with the City.
• Prepare agendas, sign-in sheets, and
minutes for meetings.
• Update and maintain Gantt Chart
schedules for tracking deliverable
progress.
• Coordinate internal and external reviews
with relevant agencies or stakeholders.
• Review plans and deliverables for
conformance with applicable codes and
regulations.
Task 2. As-built Research and Utility Search
• Review City’s as-builts and record
drawings.
• Use Dig Alert’s Design Services tool to
obtain a list of the utility agencies present
in the project area.
• Send utility information requests to all
utility companies and request verification
of location, size, and depth of facilities
within the project limits.
• Maintain a log of the utility notifications
which include contact numbers, dates of
transmittals, etc.
• Research available land, property, and
survey records to verify existing right of
way and survey monuments.
• Coordinate any required adjustments or
relocations.
Task 3. Survey
• Digitize existing as-builts as needed.
• Prepare base maps using GIS databases.
• Schedule and attend a field walk with the
Public Works staff to evaluate existing
retention basins.
• Conduct ground topographic survey if
necessary to establish horizontal and
vertical control for Improvement Plans.
• Complete the work at Prevailing Wages.
Task 4. Geotechnical Investigation
• Conduct geotechnical investigation in
accordance with proposed boring
locations shown in Appendix E.
• Complete the work at Prevailing Wages.
• Prepare a report for each location.
Task 5. Hydrology
• Use Rational Method to approximate
stormwater flows within the contributing
watersheds to understand contributing
flows to each basin.
Task 6. Pre-design Report
• Prepare up to three concepts for
improvements at each location with an
associated construction cost estimate.
• Rank feasibility of proposed
improvements according to
constructability, hydraulics, and
construction costs.
Task 7. Improvement Plans
• Provide geometric drawings showing
preliminary geometric layout with
preliminary estimates.
• Note utility conflicts so advanced
preparations for clearing existing utilities
can begin.
• Provide precise grades and elevations.
..SCOPE OF SERVICES..
| 16
• Include details regarding the proposed
improvements or mitigation, direction of
flow, BMPs, and/or connection points.
• Show proposed demolition, trenching,
restoration, and outside agency permits
on the Plans.
• Respond to plan check comments.
Task 8. Specifications
• Provide Special and Technical Provisions
to be included in City’s contract and bid
documents.
Task 9. Engineer’s Cost Estimate
• Identify and list all necessary quantities
from the plans.
• Research and use recent bid results and
industry cost data to determine unit prices.
Task 10. Services during the Bid Phase
• Provide technical assistance during the
bidding process, including responding to
bidder questions and preparing addenda
as necessary.
Task 11. Services during the Construction Phase
• Provide construction support services,
including responding to Requests for
Information (RFIs), reviewing submittals,
and attending progress meetings.
Deliverables Matrix
Deliverable Design Completion Stage Construction 35% 65% 90% 100%
Project Schedule: PDF
Log of Utility Communications: PDF, Excel
Electronic Copy of GIS Exhibits: DWG, PDF
Infiltration Test Data: PDF
Hydrology Calculations: PDF
Pre-design Report: PDF
Construction Documents
Title Sheet: DWG, PDF
Improvement Plans
Grading and Drainage Plan: DWG, PDF
Details: DWG, PDF
Special/Technical Specifications: PDF, Word
Cost Estimate: PDF, Excel
Reviewed Submittals: PDF
..SCHEDULE..
| 17
SCHEDULE
[Insert Gantt Chart in front of text so the Heading is still indexed on the Table of Contents.]
..DISCLOSURES..
| 18
DISCLOSURES
Mulholland affirms that there is no significant prior or ongoing agreement failure, no civil or criminal litigation
or investigation pending, and has not been judged guilty or liable in any matter within the past five (5) years.
Mulholland has no negative history to disclose.
..APPENDICES..
APPENDIX A: RESUMES
• Brian M. Nieckula, P.E., Principal in Charge
• Karen Campbell, Project Manager
Brian Nieckula, P.E.
Principal in Charge
REGISTRATION
CONTACTS
EDUCATION
WORK EXPERIENCE
949.229.2449
951.533.4791
brian.nieckula@consultmulholland.com
linkedin.com/in/briannieckula
5000 Birch St.
West Tower, Suite 3000
Newpor t Beach, CA 92660Newport Beach, CA 92660
Professional Civil Engineer, California
C87484
Texas Tech University
Bachelor of Science in Civil Engineering
Principal in Charge | President
Mulholland Consulting, Inc. (2019 – Present)
Project Manager | Vice President
KEC Engineers, Inc. (2010 – 2019)
Project Manager
KEC Construction Group, LLC (2016 – 2018)
Associate EngineerAssociate Engineer
West Texas Engineering, LLC (2013)
Catch Basin Trash Excluder Project
City of Culver City (2020 – Present)
•Obtaining Flood Control Permit for Catch Basin Retrofits of 314 City and County
owned catch basins with trash excluder devices
•Provided ownership research, GIS database management, and map production
Civic Center Sewer and Storm Water Lift Stations
City of Cerritos (2019 – Present)
•Designing new 320 gpm sewer lift station due to shallow existing storm drain
crossing
•Designing high- and low-flow storm water lift station for Civic Center Parking
Structure discharging to new bioretention area
Center for the Per forming Arts Sewer and Ground Water Lift Station
Modifications
City of Cerritos (2019 – Present)
•Designing new sewer from existing ground water lift station
•Designing flow monitoring and sampling improvements for discharge water
Rosemead Park Walking Trail Replacement
City of Rosemead (2020 – 2021)
Aided City in selection of replacement walking trail surface constrained by
existing improvements and geometr y
•Worked closely with sur face manufacturer to specify material design tailored to
the needs of the project
Pontiac Ave. Neighborhood Pavement Rehabilitation
City of Jurupa Valley (2019 – 2020)
Prepared plans, specifications, and estimates for pavement, flat work, striping,
and accessibility improvements
Napa Lateral, Steel Reclaimed Water Lines
Inland Empire Utility Agency (2018 – 2019)
•Won award of design-build project with general engineering contractor
•Engineer of Record for two miles of reclaimed water line to supply Kaiser Steel
and the Auto Club Speedway
Included well improvements and deep channel crossings
Program Management for Publicly Funded Off-site Infrastructure
Lewis Management Corp., Panattoni Development, First Industrial Realty Trust,
Shaw Development Partners, Western RealCo, Oltmans Construction Co., and
Fullmer Construction
•Provided program management for bidding and construction of tens of millions
of dollars of publicly funded infrastructure
Sources included Development Impact Fee reimbursements and Community
Facilities District Funds
•Provided field engineering for land developers and industrial contractors like
Fullmer Construction and Oltmans Construction Co.
PROJECT EXPERIENCE
KAREN CAMPBELL
Project Manager
CONTACTS
EDUCATION
WORK EXPERIENCE
949.229.2449
951.533.9733
karen.campbell@consultmulholland.com
5000 Birch St.
West Tower, Suite 3000
Newpor t Beach, CA 92660
Cal State University, Fullerton
Bachelor of Arts, Emphasis:
Environmental Design
University of California, Institute
of Transpor tation
Studies
Analysis and Evaluation of Traffic Safety Analysis and Evaluation of Traffic Safety
Problems, Safety
through Maintenance and Construction
Zones, Basics of
Traffic Engineering for Technicians,
Geometric Design,
Traffic Signal Equipment and Operations
Project Engineer
Mulholland Consulting, Inc. (2020 – Present)
Public Works Project Manager
City of Chino (2019 – 2020)
Associate Engineer
City of Chino (2004 – 2019)
ACCOMPLISHMENTS
Project Management: Led capital improvement projects for 10 years, consistently completing within budget and
developing key ordinances (truck routes, utility laterals, speed sur veys).
•Budget & Program Oversight: Managed transportation engineering budgets and 5-year Capital Improvement
Program, while super vising engineering and administrative staff for 5 years.
•Technical Expertise: Reviewed 50+ traffic impact analyses and environmental repor ts; authored numerous project
proposals and managed Chino’s first eminent domain proceedings.
$40 Million Capital Improvement Program
City of Chino
•Program included transportation, storm drain, street, and water projects.
•Procured design, geotechnical and sur vey ser vices, right-of-way
acquisition of parcels impacted by proposed improvements, and obtained
California Environmental Quality Act (CEQA) clearance.
Managed State and Federally funded projects from inception to
completion and project close-out.
•Prepared Requests for Proposals and specifications for construction
contracts.
•Reviewed project accounting, certified payroll, and oversight of project
management consulting team.
Prepared staff repor ts and give presentations at City Council meetings for
project related activities.
Eastside Water Treatment Facility Expansion,
WA19C
City of Chino
•Provided project management for $12 million project.
Riverside Drive Street Improvement and Storm Drain Project,
ST183/SD211
City of Chino
•Improvements include street rehabilitation and reconstruction,
master-planned storm drain construction, traffic signal modifications and
fiber optic construction,
access ramps, and accessibility improvements.
Provided project management from inception through construction of $7
million improvements.
•Acquired right-of-way for seven parcels, prepared CEQA documentation,
and provided oversight of geotechnical and utility subsur face investigation
contracts.
Edison Avenue Interconnect/Communications and Traffic Signal,
TR 151
City of Chino
•Prepared grant application for Highway Safety Improvement Program and
received funding.
•Managed design phase, bidding, and award of construction contract.
•Prepared Caltrans documentation including Disadvantaged Business
Enterprise, Quality Assurance Program, E-76 for design and construction
phases and project accounting.
PROJECT EXPERIENCE
..APPENDICES..
APPENDIX B: NON-COLLUSION AFFIDAVIT
..APPENDICES..
APPENDIX C: INSURANCE ACKNOWLEDGEMENT
..APPENDICES..
APPENDIX D: ACKNOWLEDGEMENT OF ADDENDA
..APPENDICES..
APPENDIX E: BORING LOCATIONS
50'
B-1
20-40'
DW-1
5-15'
I-1
5-15'
I-2
SCALE: 1" = 30'
DRAWN: XXX
CHKD: XXX
PLATE X
SCG PROJECT
25P144
LA QUINTA, CALIFORNIA
NEC BUTTERCUP LANE AND GOLDENROD CIRCLE
PROPOSED BORING LOCATION PLAN (SITE 1)
NORTH
SoCalGeo
PROPOSED BORING LOCATION
GEOTECHNICAL LEGEND
PROPOSED INFILTRATION TEST
LOCATION
PROPOSED DRY WELL TEST
LOCATION
50'
B-1
DW-1
5-10'I-1
I-2
20-40'
5-10'
SCALE: 1" = 30'
DRAWN: XXX
CHKD: XXX
PLATE X
SCG PROJECT
25P144
LA QUINTA, CALIFORNIA
SOUTH SIDE DESERT STREAM DR. @ DESERT FOX DR.
PROPOSED BORING LOCATION PLAN (SITE 2)
NO
R
T
H
So
C
a
l
G
e
o
PROPOSED BORING LOCATION
GEOTECHNICAL LEGEND
PROPOSED INFILTRATION TEST
LOCATION
PROPOSED DRY WELL TEST
LOCATION
50'
B-1
20-40'
DW-1
5-15'
I-1
5-15'
I-2
SCALE: 1" = 20'
DRAWN: XXX
CHKD: XXX
PLATE X
SCG PROJECT
25P144
LA QUINTA, CALIFORNIA
SEC WESTWARD HO DR. & DUNE PALMS ROAD
PROPOSED BORING LOCATION PLAN (SITE 3)
NO
R
T
H
So
C
a
l
G
e
o
PROPOSED BORING LOCATION
GEOTECHNICAL LEGEND
PROPOSED DRY WELL TEST
LOCATION
PROPOSED INFILTRATION TEST
LOCATION