CITYWIDE SANITARY SEWER IMPROVEMENT
PROGRAM OCTOBER 2021
1. RCP No. 2021-18768: Alley s/o Broadway from Citron St to West St & West St from Alley s/o Broadway to Santa Ana St
CITY OF ANAHEIM
November 8, 2021
(Revised February 7, 2022)
1. STATEMENT OF QUALIFICATIONS
Business Entity:
California S Corporation
Harris & Associates, Inc.
6 33 W. 5th Street Suite 2637
L
os Angeles, CA 90071
213.542.7676
WeAreHarris.com
Harris & Associates, Inc.
2 07 1/2 1st Avenue S., Suite 250
S
eattle, WA 98104
206.455.8862
WeAreHarris.com
Harris & Associates, Inc.
4 50 Lincoln Avenue, Suite 103
S
alinas, CA 93901
831.789.8670
WeAreHarris.com
Harris & Associates, Inc.
6 00 B Street, Suite 2000
S
an Diego, CA 92101
619.236.1178
WeAreHarris.com
Harris & Associates, Inc.
2 2 Executive Park, Suite 200
I
rvine, CA 92614
949.655.3900
WeAreHarris.com
IRVINE San Diego Salinas Seattle Los Angeles
Citywide Sanitary Sewer Improvement Program October 2021:
1. RCP No. 2021-18768: Alley s/o Broadway from Citron St to West St & West St from Alley s/o Broadway to Santa Ana St
Dear Mr. Aube:
Harris & Associates (Harris) is eager to continue the tradition of delivering high quality and timely services in close cooperation with the City of Anaheim (City) staff. We have thoroughly reviewed the RFP, the project sites, district maps, and are confident that we will exceed the City’s expectations. As partners in improving your wastewater systems, we offer the City of Anaheim the following advantages:
An Experienced Project Team. Elizabeth Reyes, PE, PMP, QSD will serve as Project Manager. Elizabeth has extensive sewer design experience developed over her 21-year career and has recent City experiencing serving as Project Manager on the La Reina Circle/Lincoln Avenue Sewer Project. Randall Berry, PE will serve as Principal- in-Charge and QA/QC Manager to give City staff the confidence that comes from his 35-years of municipal infrastructure project delivery.
City of Anaheim Experience. Harris staff assigned to this project have successfully completed many similar sewer projects for the City of Anaheim and is presently delivering the La Reina Circle/Lincoln Avenue Sewer Improvement project, which will be a useful resource in efficiently completing this project in a timely manner.
We have developed strong relationships with City staff and are familiar with the City’s preferences, permits, design standards, CADD preferences, specifications, estimate formats, and invoicing procedures. This knowledge and experience will greatly reduce the time and effort required by City staff in managing this project.
With Innovative Solutions. We have identified potential cost savings during design and construction through our discovery of a 349-foot reach of West Street sewer that was already upsized. Our comprehensive approach will save City staff’s time and during the scope and fee negotiation process. Harris will be in the position to provide several savings related to the recent sewer upsizing in West Street. However, in order to be in conformance with the Request for Proposal (RFP), the scope and fee have been prepared to fulfill the full scope requested to assist City staff with making an apples-to- apples comparison with other proposals.
All information submitted with this proposal is true and correct and the proposed fee is valid for 120 calendar days. Our corporate office headquarters address is 1401 Willow Pass Road, Suite 500, Concord, CA 94520. Harris acknowledges receipt of Addendum No. 1 (please see the executed Addendum in the Appendix to this proposal) via the PlanetBids portal.
Sincerely,
Harris & Associates, Inc.
Randall Berry, PE (Primary Contact/Authorized)
Principal-in-Charge/QA/QC Manager
949.536.2503 | Randall. [email protected]
Cover Letter 1
Harris & Associates, Inc.
2 2 Executive Park,
Suite 200
I
rvine, CA 92614
949.655.3900
WeAreHarris.com
November 8, 2021
(Revised February 7,
2022)
Kyle Aube
Project Manager
City of Anaheim
Public Works
Department, 2nd Floor
200 S. Anaheim
Boulevard, Suite 276
Anaheim, CA 92805
a. Cover Letter
b. Agreement
Statement
Harris has no exceptions
to the Standard
Agreement as outlined
in Attachment G to the
Request for Proposal.
However, based on our
Risk Manager’s review
and recommendations,
we would like the
opportunity to discuss
the following minor
revisions (additions
shown in red), since this
wording is in our most
recent On-Call Contract
with the City of Anaheim:
2. INDEMNIFICATION
"... or liability, of any kind
or nature, to the extent
arising directly out of
CONSULTANT’s..."
Harris & Associates, Inc. 1. Statement of Qualifications 2 c. Firm and Team Experience
Firm Profile
Harris has served public agencies and private clients
since 1974. We have developed a robust program of
services that offer our clients expertise and assistance in engineering, program and construction management,
public finance, and environmental services. Harris
employs the latest sustainable engineering and
construction techniques, and is a leader in trenchless
technology. With a team of 220+ staff, we have the
resources keep this contract a priority.
Team Experience
Project Manager. Elizabeth Reyes, PE, PMP, QSD
will serve as the City’s main point-of-contact and Project Manager for the Alley s/o Broadway from Citron St to
West St & West St from Alley s/o Broadway to Santa
Ana St Project. Elizabeth will oversee the Harris team’s efforts on this project and will coordinate with project stakeholders. The City will benefit from an exceptionally technical project manager, who understands that
flexibility and responsiveness are the most important
attributes to managing a successful project.
Key Support Team. To support Elizabeth, Randall
Berry, PE will serve as Principal-in-Charge and Quality Assurance/Quality Control (QA/QC) Manager. Together,
Elizabeth and Randall provide leadership that will make sure the project is executed and in alignment with City goals by institutionalizing a culture of accountability within the project team.
Subconsultants. All of our subconsultants have a
successful track record of working on identical projects for the City of Anaheim, including the La Reina Circle
/ Lincoln Avenue Sewer, and throughout Southern
California with the Harris team, resulting in increased synergy, collaboration, and established communication
protocols that will benefit the City.
Surveying. KDM Meridian (KDM) is a professional
land surveying consulting firm specializing in Global
Positioning System (GPS), conventional land surveying,
LiDAR scanning, and project mapping. KDM has
provided a variety of services to the City of Anaheim
for over fifteen years, including aerial mapping for
the award-winning Thornton/Brady Storm Drain and
surveying for the La Reina Circle and Lincoln Avenue
Sewer Improvement projects completed with Harris.
Potholing/Utility Detection. C Below Subsurface
Imaging (CB) has provided utility locating, mapping,
and potholing services to the City of Anaheim over the
past nine years and has an outstanding track record
adhering to project schedules. Their role is to help
prevent costly change orders during construction due
to unforeseen utility conflicts. Harris has teamed with C Below on several projects, such as the and La Reina
Circle and Lincoln Avenue Sewer Improvement projects.
CCTV (Closed Circuit Television) Inspection and
Condition Reporting. Downstream Services, Inc.
(DS) has been conducting business for over 35 years
and is one of the leading pipeline service companies
in California. Services include CCTV, sonar and
laser inspections, pipeline and manhole condition
assessment and rehabilitation, pipeline cleaning,
hydro excavation and bucket machine cleaning, dye
and smoke testing, preventative maintenance and
24/7 emergency services, preventative maintenance
programs, and removal, transportation and disposal
services.
Geotechnical. LOR Geotechnical Group (LOR) has
been providing professional geotechnical engineering,
materials testing, special inspection, and Phase 1
environmental site assessments to the public sector in
southern California for over 27 years. Harris has teamed with LOR on a variety of projects over the last 22-years and for the City of Anaheim, including award-winning
Thornton/Brady Storm Drain, La Reina Circle, and
Lincoln Avenue Sewer Improvement projects.
Flow Monitoring. ADS Environmental (ADS) provides
products and services that have helped thousands
of municipalities diagnose and correct wastewater
infrastructure problems. ADS’ comprehensive flow
monitoring programs have saved millions of dollars in
unnecessary Sanitary Sewer Evaluation Surveys and
sewer rehabilitation expenditures by pinpointing problem areas and focusing repair budgets on only those areas
that will result in short-term operational improvement
and long-term problem resolution.
Harris & Associates, Inc. 1. Statement of Qualifications 3 🔑 Key Personnel
Per the Request for Proposal (RFP), IV. Submittal Requirements, Section 1 - Statement of Qualifications, Section C, Firm and Team Experience, please see the percentage of time to be devoted to this project for each team member in the Resource Allocation Table on page 20.
Organizational Chart
As-Needed Civil Engineering Resources
Project Engineer
Alyssa Kumnoonsate, PE
Environmental Compliance
Ryan Binns, PMP, ENV SP
Trenchless Technology
Expert
Vern Phillips, PE
Project Manager
Elizabeth Reyes, PE, QSD/QSP 🔑
Principal-in-Charge/
QA/QC Manager
Randall Berry, PE 🔑
Utility Potholing
C Below Subsurface
Imaging
Chris Loera
Geotechnical Investigation
LOR Geotechnical Group
John Leuer, PE, GE
Surveying
KDM Meridian
Richard Maher, PLS
Cleaning CCTV Inspection
and Condition Reporting
Downstream Services, Inc.
Kim Carr
Flow Monitoring
ADS Environmental
Services
Paul Mitchell, PE
CITY OF ANAHEIM
Harris & Associates, Inc. 1. Statement of Qualifications 4 Projects & Contracts Client
SIMILAR ELEMENTS TO
UPCOMING PROJECTS
Project Management
Plans, Specifications, &
Engineering (PS&E)
Geotechnical
Construction Support
Surveying
Sanitary Sewer Design, Including
Trenchless
CCTV
Potholing/Utilities
Best Management Practices
Flow Monitoring
La Reina and Lincoln Ave (w/o
Magnolia Ave) Sanitary Sewer
Improvement Project
City of
Anaheim
Lincoln Avenue Sewer Improvement
Project Between Lemon Street and
Claudina Street
City of
Anaheim
Citywide Sanitary Sewer
Improvement Project, Group 4 -
Project 2, Cerritos Avenue
City of
Anaheim
Thornton Brady Storm Drain
Improvements
City of
Anaheim
Citywide Sanitary Sewer
Improvement Project, Group 5
City of
Anaheim
Citywide Sewer Condition
Assessment and Design
City of Del
Mar
On-Call Civil Engineering Services City of
Fullerton
Sewer Replacement and Upsizing
Project
City of
National City
Palos Verdes Drive East Sewer
Relocations and Upsizing
City of
Rancho
Palos
Verdes
Catalina Sewer and Water Mains
Design-Build
City of San
Diego/Orion
Construction
Yorba Linda Town Center City of Yorba
Linda
Imperial Highway & Big Sky Lane
Water Main
City of
Anaheim/
Teichert
Record of Success
The following table cohesively highlights previously performed work for the City, other municipalities, and enterprises within the County.
Harris & Associates, Inc. 1. Statement of Qualifications 5 Elizabeth Reyes, PE, PMP, QSD 🔑
PROJECT MANAGER/PRIMARY CONTACT
Elizabeth has over 21 years of experience as a project manager and engineer.
She has been responsible for a variety of projects including design, hydrology and hydraulics analysis, and preparation of PS&E for sewer, street, airport, and flood control projects. Nearly all of Elizabeth’s work has been for public agencies so she is familiar with municipal project delivery. Elizabeth implements practical approaches to projects based on her understanding of utilities, traffic impacts, equipment set-up, trenching, and variations in pipe size and depth. She specializes in the development and execution of hydraulic modeling software and understands the need for flexibility in its set-up or reconfiguration in order to mitigate challenges.
This experience enables her to evaluate the size of existing facilities and provide recommendations for rehabilitation methods.
RELEVANT EXPERIENCE
• City of Anaheim, La Reina and Lincoln Ave (w/o Magnolia Ave) Sanitary Sewer Improvement Project. Project Manager. Harris is preparing PS&E construction documents to address deficiencies and add needed capacity to the system for future built-out conditions. The project includes an innovative parallel alignment for the replacement sewer that will reduce costs for sewer bypassing operations, eliminate expensive utility relocations and reduce traffic control costs.
A constructibility analysis confirmed that removal and replacement of the sewer along the existing alignment would impact several utilities and cross multiple travel lanes thus making the traffic control more impactful. The new parallel alignment avoids utilities and remains in a single travel lane.
• Valley Sanitary District, Collection System Infrastructure Project. Project Manager. The Harris team holds a current contract to deliver program, design, and engineering services as a Program and Design Manager for a ten-year collection system infrastructure project. The collection system infrastructure program is expected to be completed in four phases, with a total approximate construction value of $60 million. Harris also partners in building internal capabilities with industry best practices and systems, as well as knowledge transfer and staff development, with the objective of building in-house expertise and knowledge. • City of Anaheim, Ball Road Storm Drain Low Flow Diversion. Project Manager. The diversion project began as an offshoot from the originally contemplated Ball Road Sanitary Sewer and Storm Drain Improvements/Citywide Sanitary Sewer Program, Project Group 6. Proposition 1 funding is driving this project to divert runoff from Ball Road at Western Avenue to a detention (flood protection) and retention (water quality and conservation) system to the adjacent Orange County Transportation Authority Railroad right-of-way. The goal is to reduce the flow of contaminated runoff into Carbon Creek downstream while recharging the local groundwater basin.
EDUCATION
BS, Civil Engineering
REGISTRATION
Professional Civil
Engineer, CA
Qualified SWPPP
Developer
Project Management
Professional (PMP), PMI
Fugitive Dust Control,
South Coast AQMD
Resumes
Harris & Associates, Inc. 1. Statement of Qualifications 6 Randall Berry, PE 🔑
PRINCIPAL-IN-CHARGE/QA/QC
Randall has 35 years of professional engineering experience in public works design with an emphasis in the design of sewers, streets, and storm drains. Randall has extensive relevant experience in trenchless technologies. He has been the project manager for the design of many sewer upsizing projects, cured-in-place pipe liner projects for both sewers and storm drains, jack and bore tunnel installations for both sewers and storm drains, and long and short tunnels for two storm drain outlet to the beach in Rancho Palos Verdes. He brings intimate knowledge of the benefits, relevancy, and applications for innovative alternative alignments for sewer and storm drain systems and trenchless installation methods such as micro-tunneling, pipe-bursting, pipe reaming, spiral wound liners, deformed/reformed pipe, chemical grouting, and applications for jack & bore, pipe bursting and large diameter tunneling and various other trenchless installation methods.
A few examples of Randall’s relevant experience are included below.
RELEVANT EXPERIENCE
• City of Anaheim, La Reina and Lincoln Ave (w/o Magnolia Ave) Sanitary Sewer Improvement Project. Project Director/QA/QC Manager. • City of Anaheim, Thornton Brady Storm Drain Improvements. Project Manager.
• City of Anaheim, Ball Road Storm Drain Diversion Improvements. Project Director/QA/QC Manager.
EDUCATION
BS, Civil
Engineering
LICENSES
Professional Civil
Engineer, CA
Name Education Years
Exp.
Registration/
Certification Project Experience
Randall Berry, PE 🔑
Principal-in-Charge/QA/QC
Harris & Associates
BS, Civil
Engineering 34
Professional
Civil Engineer,
CA
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• City of Anaheim, Thornton Brady
Storm Drain Improv.
Elizabeth Reyes, PE,
QSD/QSP 🔑
Project Manager
Harris & Associates
BS, Civil
Engineering
16 Professional
Civil Engineer,
CA
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• Valley Sanitary District,
Collection System Infrastructure
• City of Anaheim, Ball Road Storm
Drain Diversion Improvements
Alyssa Kumnoonsate, PE
Design Support Engineers
Harris & Associates
BS, Civil
Engineering 3
Professional
Civil Engineer,
CA
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• City of Fullerton, Arroyo Dr Sewer
Improv
Ryan Binns, PMP, ENV SP
Environmental Compliance
Harris & Associates
MA,
International
Environmental
Policy
BS, Zoology
18 Project
Management
Professional
Envision
Sustainability
Professional
• City of Vista, Green Oak Trunk
Sewer Replacement
• City of Chula Vista, Otay Pipeline 2
Segment A6 Replacement Project
Technical Studies and IS/MND
Project Team
Harris & Associates, Inc. 1. Statement of Qualifications 7 Name Education Years
Exp.
Registration/
Certification Project Experience
Vern Phillips, PE
Trenchless Technology
Subject Matter Expert
Harris & Associates
BS, Civil
Engineering
36+
Professional
Civil Engineer,
CA, NV, WA
• City of Fullerton, Valencia Drive
Sewer Imps with trenchless HDPE
slip-lining
• City of Monterey, Sewer Line and
Lift Station Rehab Program
• Marina Coast Water District, 1st
Ave Sewer Pipe Rehab
John Leuer, PE, GE
Geotechnical Investigation
LOR Geotechnical Group
BS, Civil
Engineering
34+
Professional
Civil Engineer,
CA
Professional
Geotechnical
Engineer, CA
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• City of Anaheim, Ball Rd Green
Infrastructure Project and Storm
Drain Improv
Patrick Earl, PLS
Surveying
KDM Meridian
BS,
Mechanical
Engineering 18
Professional
Land
Surveyor, CA
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• City of Anaheim, Ball Rd Storm
Drain Improv
Chris Loera, PE
Potholing/Utility Detection
C Below Subsurface Imaging
East LA Skills
Center -
Construction
Inspection 16
Ground
Penetrating
Radar
Technician
Level III
Technician
Locator Level III
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• City of Anaheim Safety Bollard
Pilot Program on Harbor Blvd
Utility Detection and Potholing
Kim Carr
CCTV Inspection and
Condition Reporting
Downstream Services
Undergraduate
Studies
10+
Confined
Space
HAZWOPER
NASSCO
Certified
EM-385
Certified
• City of Anaheim, La Reina Circle &
Lincoln Ave Sewer Improv
• City of Cypress, Sumner Place
Sewer Improv
Paul Mitchell, PE
Flow Monitoring
ADS Environmental
Services
MS, Program
Core
Courses,
Civil and
Environmental
Engineering
BS, Chemical
Engineering
31 Professional
Engineer, CA,
NV, UT
• City of Anaheim, Knollwood Circle
and Claudina Ave Sewer Improv
• Orange County Sanitation District,
Master plan and flow model update
including RDII report
Harris & Associates, Inc. 1. Statement of Qualifications 8 d. Understanding of Need
Project Goals and Implementation
The City of Anaheim developed master planning documents for its central sewer area known as the Central Anaheim Master Plan of Sanitary Sewers (CAMPSS) in December 2017. The City is implementing improvements to mitigate existing deficiencies identified in these documents and is seeking a qualified consultant to provide design services for sewer improvements in an Alley south of Broadway from Citron Street to West Street & within West Street from Alley south of Broadway to Santa Ana Street. The approximate extent of the improvements and the estimated upsizing required from the CAMPSS document is summarized in the following Table 1: Proposed Sewer Improvement Summary and Exhibit 1: Proposed Sewer Overview Improvement Exhibit.
Table 1: Proposed Sewer Improvement Summary
Project
Understanding
The CAMPSS identified
four (4) pipe segments
within the previously
mentioned alley
easement south of
Broadway and within
West Street that are
deficient. It is important
to note that the CAMPSS
is a master planning
tool that identifies
system deficiencies and
presents preliminary
recommendations for
upsizing improvements.
However, the CAMPSS is
in a format that only allows
for a general recommendations for upsizing deficiencies that are identified. Therefore, this project level study allows for alternatives to be evaluated in greater detail to find more cost effective and constructible solutions. As a part of this project, the Harris team will evaluate alternatives for upsizing the existing pipelines, including trenchless methods, conventional open cut, alternative parallel alignments, and other methods. The recommended alternative will then be developed into a biddable set of PS&E construction Project Street U/S
Manhole
D/S
Manhole
# of
Laterals
Length
(LF)
Exist.
Dia
Prop.
Dia
RCP
No.
2021-
18768
Alley Easement (Broadway) CO073106 SW063220 20** 523* 6" 8” Alley Easement (Broadway) SW063220 SW063219 15 595* 6" 8” West Street SW063219 SW063224 10 292 6" 8”
West Street –Upsized already SW063224 SW063409 13** 349*** 8" 8” Total Sewer Pipe 58 1,759
*Add New SMH’s at Illinois St & Ohio St (See Exhibit 1) **Reroute existing lateral entering MH’s SW063224 & CO073106 ***This 349’ downstream segment appears to have been upsized & actually has 1 additional Manhole 31’ upstream of SMH # SW063409
Exhibit 1: Proposed Sewer Overview Improvement Exhibit
Harris & Associates, Inc. 1. Statement of Qualifications 9 documents.
A recent field review observation noted that the
most downstream portion of the West Street sewer
(L = 274’) at Santa Ana Street may have already
been upsized. There is a visible pavement patch
(see Photo 1) and our research uncovered a note
that the sewer was upsized from 6” to 8”; however,
as-built plans were not found. Although the change
in length is not too significant to the total design
effort, it may result in savings for some of the
proposed services, including traffic control design
required for the busier West Street/Santa Ana Street
intersection, which has an active railroad down
the middle of the street ( see Photo 2). However,
in order to be responsive to the RFP, the base fee
will assume the full length and corresponding effort
associated with this reach: 274’ sewer to clean and
CCTV; flow monitoring traffic control outside of
intersection; potholes in that intersection.
Searching for potential constructible alternative
sewer alignments will be an exercise that is
undertaken by the Harris team as requested in the
RFP, such as considering upstream diversions to
the existing sewers in one of the four intersecting
alleys (see Exhibit 1). However, any sewer upsizing
that might be avoided along, say West Street, by
these diversions would still leave a deficient 6”
sewer in place on West Street, given the City’s
standards to have 8” minimum sewer mainlines.
Further, the potential receiving sewers in the four
alleys mentioned are also 6” in diameter which
makes them technically already deficient per City
standards as well and thus not ideal candidates for
receiving upstream diversions.
Photo 1 also shows the various existing utilities
within West Street, looking upstream northerly from
SMH SW063224, while Photo 3 shows the various
existing utilities within the alley, looking downstream westerly from SMH CO073106. Note that the
manhole is in the alley gutter flow line and requires a PCC gutter flow line rerouting detail on the plans to
minimize surface inflow. The existing AC pavement
shown in the alley in Photo 3 is failing in places and consideration should be given to reconstructing the
alley with PCC as part of the project.
During our field walk we noticed what appears
to be a private encroachment into the alley ( see
Photo 4) which will need to either be permanently,
or at least temporarily, removed to allow for the
sewer upsizing construction. It was also noted that
the alley driveway at West Street and other cross
streets are not per the City’s latest alley approach
ADA standards and should be upgraded as part of
the project.
The houses fronting along Broadway and backing
up to our project alley are very large historic homes,
Photo 1: Typical West Street section looking northerly
from SMH # SW063224
Photo 2: Typical West Street section looking northerly
from SMH # SW063409 showing the UPRR tracks in
the middle of Santa Ana Street, which can ideally be
avoided by stopping the project at SMH # SW063224
shown in Photo 1
SMH # SW063409
Photo 3: Typical Alley section looking westerly from
SMH # CO073106
Harris & Associates, Inc. 1. Statement of Qualifications 10 a portion of which is visible in Photo 4 . As such
the owners may tend to be a bit more vocal about
any impacts to the access of their garages and
driveways and any potential down time to the use
of their sewer system. Additional consideration in
the project specifications will be given to any extra
construction phasing and timing requirements that
might be identified for these potentially politically
connected homeowners.
Regarding alternative installation methods, Harris
has experience developing PS&E documents for
sewer installations utilizing 1) pipe bursting, 2) pipe reaming, 3) jack & bore, 4) horizontal directional
drilling. Vern Phillips, PE who is a recognized
leader in trenchless technology will assist with the
development of the feasibility of these alternatives
to traditional open trenching. In the unlikely event
that sewer upsizing is needed under the Santa Ana
Street railroad tracks it would require a jack & bore
sleeve if one does not already exist of suitable size
to reuse.
Project Management and Communication
Harris’ project manager Elizabeth (Liz) Reyes,
PE, PMP, QSD will meet with the City project
representatives regularly and remain in constant
communication to deliver a successful and timely
project. Liz’s project management approach is
to develop a team of experts that she trusts and
has worked with on similar projects, give them
the resources to perform their tasks successfully,
communicate the client’s goals and expectations
clearly among the entire team, and create an
environment to communicate the project status,
issues and solutions. She will maintain an open
line of communication between the design team
and the City, so the City is constantly aware of the
project status and is participating in all key design
decisions. This will be accomplished through regular
meetings, workshops, and weekly telephone calls
and emails. Meeting minutes will be distributed
within two working days of the meeting identifying
action items, assignments and due dates.
Schedule Control
The key to effective schedule control is to measure
actual progress and compare it to planned progress
on a regular basis and to take necessary corrective
action immediately. Harris utilizes an “Earned Value”
spreadsheet to track these metrics. We propose to
closely track each major task in the project schedule
to identify where each individual component stands
in relation to the overall progress of the project.
The tools that Harris will use will also help improve
the City’s project manager’s reporting, help identify
issues and critical path items that could cause
delays, and provide the opportunity for revising the
schedule, when deemed necessary.
Photo 4: Existing alley encroachment (fences and
planters) just downstream of Ohio St
Harris & Associates, Inc. 1. Statement of Qualifications 11 e. Relevant Project Experience
Program Management for Collection System
Infrastructure Projects
Valley Sanitary District
Years Completed: Ongoing
The Harris team holds a current contract to deliver
program, design, and engineering services as a program
and design manager (PADM) for a ten-year collection
system infrastructure project. The collection system
infrastructure program is expected to be completed in
four phases, with a total approximate construction value of $60 million. Harris also partners in building internal capabilities with industry best practices and systems,
as well as knowledge transfer and staff development,
with the objective of building in-house expertise and
knowledge. The scope of services includes development
of capital program scope and budget, providing program
and project management, environmental engineering
and water resources engineering, engineering design
for collection system rehabilitation and new installations, and constructability reviews and value engineering on alternatives and design concepts.
Reference: Ronald Buchwald, District Engineer
Phone: 760.238.5408
Email: [email protected]
La Reina and Lincoln Ave (w/o
Magnolia Ave) Sanitary Sewer
Improvement Project
City of Anaheim
Years Completed: Ongoing
In June 2019, the City of Anaheim (City)
completed its master planning document for
the westerly sewer area known as the West
Anaheim Master Plan of Sanitary Sewers
(WAMPSS). The City has begun implementing
needed improvements to mitigate existing
deficiencies identified in these documents
as part of the Citywide Sanitary Sewer
Improvement Program. Harris is preparing
PS&E construction documents to address
deficiencies and add needed capacity to the system for future built-out conditions. The project includes an innovative parallel alignment for the replacement sewer that will reduce costs for sewer bypassing operations, eliminate expensive utility relocations and reduce traffic control costs. A constructability analysis confirmed that removal and replacement of the sewer along the existing alignment would impact several utilities and cross multiple travel lanes thus making the traffic control more impactful.
Reference: Kevin Miako, Associate Engineer
Phone: 714.765.5100 ext 5807
Email: [email protected]
Harris & Associates, Inc. 1. Statement of Qualifications 12 Lincoln Avenue Sewer Improvements
City of Anaheim
Year Completed: 2017
Harris provided survey and civil engineering design
services for the Lincoln Avenue Sewer Improvement
Project, which addressed the sanitary sewer capacity
deficiencies for both existing and build-out conditions of two sewer pipeline segments in Lincoln Avenue. The
Harris team surveyed the existing sewer manholes for
the sewer pipelines and performed CCTV and Manhole
inspections by certified National Association of Sewer
Service Companies (NASSCO) Pipeline Assessment
Certification Program (PACP) and Manhole Assessment
Certification Program (MACP) and Action Convergence
Protocol (ACP) trained operators. A video log for each
existing sewer pipe reach included locations of existing lateral connections and pipeline defect identification and condition assessment. An initial alignment assessment was then conducted to identify feasible alternatives to assess alternatives including possible removal and replacement of the existing sewer main along the same alignment,
alternative alignments, such as a parallel relief system, and upstream flow diversions. Harris presented the preliminary alternative alignments and diversions to City staff, which included a recommendation of the preferred alignment, to obtain concurrence on the alternatives warranting further investigation for inclusion in the Preliminary Design Report.
Reference: Kevin Miako, Associate Engineer
Phone: 714.765.5100 ext 5807
Email: [email protected]
Citywide Sanitary Sewer Improvement Project,
Group 4
City of Anaheim
Year Completed: 2016
Cerritos Avenue Reconstruction and Sanitary Sewer
Improvements, Phase 1. Harris provided engineering
services for the Group 4 Citywide Sewer Improvement
Project concerning Cerritos Avenue from Nutwood Avenue
to Brookhurst Street. The scope included preparation of PS&E construction documents using the sewer master
plan recommendations as a starting point to address
deficiencies and add needed additional capacity to the
system for both existing and future built-out conditions.
Cerritos Avenue Reconstruction and Sanitary Sewer
Improvements, Phase 2. Harris prepared a Preliminary
Design Report and PS&E construction documents to
address sewer pipeline capacity deficiencies along Cerritos Avenue, between Brookhurst Street and Gilbert Street,
as well from Nutwood Avenue to Brookhurst Street, in
order to mitigate the risk of sanitary sewer overflows.
The team replaced 2,472 feet of eight-inch vitrified clay pipe with 15-inch vitrified clay pipe, evaluated subsequent modifications to spacing of existing sewer manholes, and reinstated 40 sanitary sewer service laterals.
Reference: Kevin Miako, Associate Engineer
Phone: 714.765.5100 ext 5807
Email: [email protected]
Harris & Associates, Inc. 1. Statement of Qualifications 13 AC Water and Sewer Group 1024 Encanto
Neighborhood
City of San Diego/Orion Construction
Year Completed: Ongoing
This design-build project consists of design and
construction of “new alignment,” replace-in-place,
and abandonment of existing water and sewer mains
at three locations throughout the City of San Diego.
For the water improvements, more than 27,000
LF of water main consisting of existing 4-, 6-, 8-,
and 12-inch diameter asbestos cement (AC) water
mains was designed for replacement with 8- and
12-inch diameter PVC water mains. For the sewer
improvements, the work included approximately
4,200 LF of sewer main; more than 2,200 LF of
existing 6-inch vitrified clay pipe (VCP) and 560 LF
of existing 8-inch VCP was replaced with 8-inch
diameter PVC sewer mains. Nearly 1,400 LF of
new 8-inch diameter sewer main was designed in
order to re-plumb residential sewer flow towards
and into public right-of-way. The work also includes
a nearly 25-foot deep, 20-inch diameter jack and
bore (trenchless) installation within a very busy,
large intersection and beneath a dual-cell concrete
channel (County of San Diego) and Metropolitan
Transit System (MTS) multi-track railroad.
The scope of work included accelerated schedules
(design-build), geotechnical investigations,
potholing, coordination with utilities, coordination
with the Division of Drinking Water, coordination with
MTS, public and community outreach, butterfly and
gate isolation valves, combination air vacuum/air
release valves, blow-off assemblies, water services,
sewer laterals, sewer manholes, construction
support services, and record drawings.
Reference: Santiago Crespo, PE
Phone: 619.533.3627
Email: [email protected]
On-Call Civil Engineering Services
City of Fullerton
Years Completed: Ongoing
Harris has been providing on-call design services for the City since 2002. We partnered with the City on more than 75 projects to meet the City’s capital plan goals. Projects include street improvements, storm drains, and sewer main rehabilitations. Harris provided design services for repairs to broken/damaged PCC cross gutters, curb and gutter,
sidewalk, driveways, and ADA upgrades. Deficiencies
were addressed in existing six-, ten-, and 12-inch VCP
sewer mains, resulting in improved capacity deficiencies in the City’s wastewater system.
Projects under this on-call included:
• Arroyo Drive Sewer and Street Improvements
• Riverside Avenue and Raymond Avenue Sewer and
Street Rehabilitation
• Valencia Drive Sewer and Street Rehabilitation
• Orangethorpe Avenue Sewer and Street
Improvements
• Commonwealth Avenue Sewer and Street
Reconstruction
• Highland Ave Sewer and St Improvements
• Wilshire Avenue Bicycle Blvd Improvements
Reference: David Grantham, PE
Phone: 714.738.6853
Email: [email protected]
“Not only did Harris’ design team
keep costs down, but the team also
became part of the City staff.”
—KEVIN KWAK
CITY OF FULLERTON
Harris & Associates, Inc. 2. Scope of Services and Schedule 14 f. Quality Assurance
Harris’ QA/QC manager Randall (Randy) Berry, PE
will oversee the quality management process. Harris
recognizes that a successful project must start with
a clear project understanding and knowledge of the
City’s standards and requirements. Quality control
is embedded within our employees and is most
effective when practiced continuously throughout
the concept development, design, and construction
process. This is a characteristic that is valued and
rewarded within our team and will provide the City
with a properly designed and constructed project.
The Project Quality Control Plan used for design
consist of the following:
• Project Concept Review: Review the basic
concepts for feasibility and conformance with
project criteria. Develop and vet innovative
concepts and alternatives.
• Discipline Review: Verify the work for each of the
technical disciplines including sub-consultants.
• Project Manager Review: Confirms that project
deliverables conform to the scope of work and
that documents supplied by others (City, sub-
consultants, etc.) are properly incorporated.
• Value Engineering and Constructability
Review: Harris extensive bench of construction
managers reviews the design, construction plans,
and specifications from a value engineering and
constructability perspective to deliver a cost-
effective design and avoid potential issues or
problems during the construction of the project.
• Client Comment Review: All client comments
will be addressed along with a written response to
each comment.
• QA/QC Review: Independent review to verify
the accuracy, completeness, and coordination of
drawings, specifications, and cost estimates.
@
Listen to City concerns Complete QC checklist Submittal sent to City project stakeholders
Final design and
deliverable ready for
bidding and construction
Complete Submittal for
internal review
QC review to make sure
design standards and
project goals and intents
are met
Receive and respond to
comments from
City/project stakeholders
Address comments from
City/project stakeholders
(further refine 30%, 60%,
and 90% design
submittals)
100%
Submittal
Scope of Work
Harris has reviewed the City’s proposed scope of work,
starting on page 7 of in the RFP dated October 5, 2021
and Addendum 1 dated October 28, 2021. We will follow
this scope as written with only a few exceptions as noted herein. However, the following discussion items include some clarifications and assumptions used for budgeting
purposes.
Task 1-3: No Exceptions or clarifications.
Task 4: Survey: No Exceptions, just clarification
that in addition to the topographic survey of surface
features listed in the RFP, Harris’ survey sub-consultant KDM Meridian (KDM) will obtain 50-foot interval cross
sections from R/W to R/W in the areas where BMP
improvements are being proposed. The survey would
also “dip” all existing sewer manholes and storm drain
facilities. R/W data will come from City electronic
maps plus additional research. Curb ramps and
alley approaches will be surveyed to facilitate ADA
conformance designs. The elevation data will be tied to at least two City survey monuments.
2. SCOPE OF SERVICES AND SCHEDULE
Harris & Associates, Inc. 2. Scope of Services and Schedule 15 Task 5: Preliminary Design Report (PDR): Flow
Monitoring – No Exceptions, just clarification that since an alternative sewer alignment may not be required,
which the RFP notes would trigger the need for flow
monitoring, these flow monitor services could be
credited back to the City. However, in the event it is
needed, Harris’ flow monitoring sub-consultant, ADS
Environmental Services (ADS) would provide flow
monitoring services at one (1) location to collect fourteen (14) days of flow data for the West Street sewer. ADS will provide traffic control per the MUTCD/WATCH Manual
and would obtain a no-fee permit from the City. The
PDR scope has been amended to include a study of a
trenchless installation under a private encroachment into the alley between Ohio Street & Citron Street.
Task 6: Pothole Services – No Exceptions, just
clarification that Harris’ potholing sub-consultant,
C-Below will obtain fifteen (15) potholes as part of the base project. Regarding the five (5) days of additional potholing called for in the RFP, we estimate that
approximately 25 to 30 potholes can be obtained
depending on the location. C-Below will provide traffic control per MUTCD/WATCH Manual and would obtain a
no-fee permit from the City.
Task 7: Cleaning & CCTV Services – No Exceptions,
just clarification that Harris’ existing sewer cleaning and CCTV inspection sub-consultant, Downstream Services
will provide traffic control per MUTCD/WATCH Manual
and would obtain a no-fee permit from the City.
Task 8: 50% Plan Submittal – Some exceptions and
clarification as follows. The anticipated plan sheets
would be as follows: One (1) Title Sheet, One (1)
General Notes, Legend, Abbreviations & Master List
of Construction Notes Sheet, approximately three (3)
Sewer Improvement Plan and Profile Sheets, one (1)
Detail Sheet, and one (1) Replacement Striping Plan
Sheet (for West Street), for a total of approximately seven (7) plan sheets. It is assumed the project specifications will require the City’s contractor to prepare the SWPPP for temporary construction BMP’s.
Task 9: 50% Workshop – No Exceptions, just
clarifications that the scope for permanent water quality BMPs have been removed from the project scope.
Task 10: Permitting and Outside Coordination – This
task has be omitted from the scope. Any Minor outside
coordination will occur as part of Tasks 19 & 24.
Task 11: 90% PS&E Submittal & Environmental
Clearance – Some exceptions and clarifications as
follows. See the 50% submittal for the proposed plan
sheets required. No design of utility relocation is included which is found to be unavoidable since it is not possible to put a cost to it at this stage and it is assumed that the utility owners would provide said designs. Based on past experience on similar Anaheim sewer projects and
a review of the proposed improvements and existing
conditions, it is anticipated that a CEQA Categorical
Exemption will apply to this sewer improvement project.
Preparation of the Notice of Exemption (NOE) will
be performed by City staff. Harris will prepare the
Categorical Exemption as required under CEQA.
Task 12: Geotechnical Investigation – No Exceptions,
just clarifications that Harris’ sub-consultant, LOR
Geotechnical (LOR) will perform three (3) borings. All
borings are assumed to be backfilled with soil cuttings after the tests are complete and patched with “Keystone reinstatement”. No hazardous substances analysis is
included in the scope. It is assumed that no engineered traffic control plans will be required for geotechnical activities since work would occur outside of Santa Ana
Street. LOR will provide traffic control per the MUTCD/ WATCH Manual, and will obtain a no-fee permit from the
City. Obtaining soil filtration test has been removed from the scope.
Task 13: Traffic Control & Striping – The preparation
of traffic control plans has been removed from the
scope. These plans will be prepared by the Contractor.
Permanent striping plans will be prepared and are
included in the seven plan sheet count.
Task 14: City-in-house Pavement Concept Plans –
This Task has been modified to convert these pavement
concept plans to a more comprehensive street
rehabilitation concept exhibit, which will include photos and quantify broken AC/PCC improvements and non-
conforming ADA paths and ramps. These exhibits will
be for the City's in-house use and will not be part of the project plan set.
Task 16: Utility Coordination – No Exceptions.
Task 17: 100% PS&E Submittal – No Exceptions, just
clarification to see the 50% submittal for proposed plan sheets required..
Task 18: Street Rehabilitation Plans – This Task has
been removed.
Task 19: Public Outreach – No Exceptions, just
Harris & Associates, Inc. 2. Scope of Services and Schedule 16 clarifications that Harris anticipates participate in
up to two (2) meetings with affected stakeholders
upon request of the City. Harris will provide technical information to the City for the meeting and will work
with the City to identify venues and develop a meeting
format that meets objectives for obtaining the needed
information and coordination for the meeting.
Task 20: Time Schedule – No Exceptions, just
clarifications that are shown on Harris’ time schedule
elsewhere herein.
Tasks 21 & 22: Bidding & Construction Support –
No Exceptions, just clarifications that Harris’ effort will be limited to the hours shown in the Resource Hour
Allocation Table / Fee Breakdown Chart.
Task 23: Meetings – No Exceptions, just clarifications
that a total of twelve (12) meetings (one kick-off meeting, one conceptual feedback meeting, one 50% workshop
meeting, two community meetings and six monthly City
progress/coordination meetings between other meetings)
are included in the scope.
Task 24: Noticing for Public Outreach – No
Exceptions, just clarification that Harris anticipates
participation in up to two (2) meetings, with
Scheduling, noticing, and compilation of information
for distribution to the public being performed with
the close assistance of City staff.
SCHEDULE
RCP No. 2021-18768: Alley s/o Broadway from Citron St to West St & West St from Alley s/o Broadway to Santa Ana St KEY
CRITICAL PATH
MILESTONE DUE DATE/CONSTRAINT
XMEETING
CITY PLAN CHECK REVIEW
TasksNTP2468101214161820222426283032343638404244465258606672 Preliminary Design
Notice to Proceed
Kickoff MeetingX
Review Existing Data
Geotechnical Investigation & Report
CCTV, Cleaning & Flow Monitoring
Potholing
Survey
Monthly Progress Meetings XXXXXX
Coordination with Stakeholders (incls 2 Outreach Meetings)XX Preliminary Design Report
City Review of PDR
PDR Review MeetingX
Submit Final PDR
Final Design
50% PS&E
50% PS&E QA/QC
50% Review - City Plan Check
50% Review Meeting & 50% Workshop MeetingXX
90% PS&E
90% PS&E
90% PS&E QA/QC
90% Review - City Plan Check
90% Review MeetingX
100% PS&E
Issue Bid Ready PS&E
Bid & Construction
Design Support during Bidding
Design Support during Construction
Harris & Associates, Inc. 2. Scope of Services and Schedule 17 Resource Allocation Table
RCP No. 2021-18768: Alley s/o Broadway from Citron St to West St & West St from Alley s/o Broadway to Santa Ana St Staff: Randy
Berry
Liz
Reyes
Ryan
B.
Alyssa/
Justin
B/C
MGR KDM ADS CB DS LOR SUB-
TOTAL
Percentage Of Project Hours: 6.84% 28.06% 4.88% 23.21% 0.57% Role: PIC
QA/QC
PM Enviro. DE/EIT SR.
CM SUB
TASK/PHASE HOURS
A. Project Management and Meeting
Project Schedule, Status Reports,
Earned Value Reports
2 16
23.0 Kick-Off Meeting & Monthly Meetings (12 meetings
- including Concept Feedback meetings)
12 24
SUBTOTAL HOURS 14 40 0 0 0 0 0 0 0 0 54
B. Preliminary Design
1.0 Hydraulic Review and Calculations 6 8
2.0 Utility Research & Coordination during Project duration 8 16
3.0 Preliminary Evaluation of Alternatives 4 16 24
4.0 Survey 2 98
5.0 Preliminary Design Report (PDR) - Study
Trenchless Installation under Private Encroachment
into Alley between Ohio St & Citron St
5 24 30
Flow Monitoring (14 days, 1 location)
- Includes Traffic Control Plans
2 36
9.0 WQMP & Related BMP Concepts -
VOID - EXCLUDE FROM SCOPE
6.0 Potholing (15 Potholes in base project) -
Includes Traffic Control Plans & Pothole
Slurry Backfill and AC Hot Patch
6 8 129
7.0 Cleaning and CCTV Inspection (747')
- Includes Traffic Control Plans
2 2 34
SUBTOTAL HOURS 9 66 0 88 0 98 36 129 34 0 163
C. Final Design
8.0 50% Plan Submittal - up to 7 Plans
(excluding Permanent Striping)
14 36 76
9.0 50% Design Workshop - also see PDR above 1 24 16
10.0 UPRR Permitting and Outside Coordination
EXCLUDE RR PERMIT & UTILIZE TASKS
19 & 24 FOR OUTSIDE COORD.
11.0 90% PS&E (up to 7 Plans) 8 32 52 8
Environmental Documents (CEQA
CE - EXCLUDES NOE)
1 64
12.0 Geotechnical Investigation (3 borings
- EXCLUDES INFILTRATION TESTS)
Traffic control Per MUTCD/ WATCH
2 54
13.0 90% Traffic Control Plans EXCLUDES TC
PLANS - CONTRACTOR TO PREPARE
90% Permanent Replacement Striping
(1 Sheet on West St Only)
Included in 50% & 90%
& 100% submittals
14.0 0% to 100% City-in-House Pavement EXHIBIT
(3 EXHIBIT sheets) not in plan set PREPARE
EXHIBIT INCLIDING PHOTOS AND QUANTIFY
BROKEN PCC/AC & NON-CONFORMING
ADA PATHS FOR CITY'S IN-HOUSE USE
32 48
15.0 Non-Task Item - CAD Files
16.0 Utility Coordination - See Task B2 above
17.0 100% PS&E (up to 7 Plans) 6 32 56
18.0 0% to 100% St Rehab Plans to address "Complete
Neighborhood" EXCLUDE THESE PLANS
19,
24 Public Outreach Meetings (2 meetings
assumed) includes assistance on noticing
8 32 16
20.0 Non-Task Item (10-Month Schedule Requirement)
SUBTOTAL HOURS 37 191 64 264 8 0 0 0 0 54 957
D. Bid & Construction Support
21.0 Bidding & Award Support (Limited to Hours Shown) 2 6
22.0 Construction Support (Limited to Hrs shown) 4 16 6
25.0 Data Collection - See Preliminary Design Phase above SUBTOTAL HOURS 6 22 0 6 0 0 0 0 0 0 34
BASE PROJECT SUM HOURS 66 319 64 358 8 98 36 129 34 54 1,576 E. Allowance for Optional Services
6.0 Five (5) Days Utility Potholing (approximately 30
potholes) includes Slurry Backfill and AC Hot Patch
1 4 6 118
SUBTOTAL HOURS 0 1 4 6 0 0 0 118 0 0 146
BASE PROJECT + OPTIONAL
ALLOWANCE TOTAL HOURS: 66 320 68 364 8 98 36 247 34 54 1,295 Harris & Associates, Inc. 2. Scope of Services and Schedule 18 Harris & Associates, Inc. Appendix i
APPENDIX
ADDENDUM 1
Harris & Associates, Inc. Appendix ii
11/8/2021
Harris & Associates, Inc.
Harris & Associates, Inc. Appendix iii
ATTACHMENT D : Conflict of Interest Attachment D
Conflict of Interest Form for Consultants
(Consultant to complete, sign and submit with the RFP Submittals) The Political Reform Act (Government Code Sections 81000- 91014) and Government Code Section 1090 prohibit any Anaheim public official, officer, or employee from involvement in a governmental decision or contract in which he or she has a financial interest. It is the responsibility of the consultant, consultant's employees, and subconsultants who perform work under the consultant agreement to evaluate any potential conflict of interests and follow the provisions of the conflict of interest requirements as set forth in the consultant agreement. Be advised that a prohibited conflict of interest may void any award where it exists.
I, the undersigned, hereby certify that I have reviewed and understand the above paragraph, and in furtherance of the foregoing, I have evaluated and caused my company's employees and subconsultants to evaluate any potential conflict of interests.
Based on this evaluation, I hereby further certify that no such conflict of interests exists.
SIGNATURE OF AUTHORIZED SIGNATORY
Date:
Print Name:
Title:
Consultant Name:
Request for Proposals
Citywide Sanitary Sewer Program, October 2021
Attachment D Page 1 of 1
ATTACHMENT D
CONFLICT OF INTEREST
11/8/2021
Randall Berry, PE
Director, Engineering and Consulting
Harris & Associates, Inc.
Harris & Associates, Inc. Appendix iv
ATTACHMENT E: Designation of Subconsultants
Revised 10/19/16
ATTACHMENT E
DESIGNATION OF SUB-CONTRACTORS
Submit with Proposal
Attachment E
In compliance with the Provisions of Section 4100-4107 of the Code of the State of California, Labor Code Section 1771.1 and any Amendments thereto, the undersigned certifies that he has used the sub- proposals of the following listed sub-contractors in making up his proposal, and that the sub-contractors listed will be used for the work for which they proposed, subject to approval of the Engineer, and in accordance with the applicable provisions of the Request for Proposals. If the proposer does not submit the names and addresses of sub-contractors, he shall be required to do the work with his forces.
If no sub-contractors are listed, all insurance shall be written in the name of the general contractor only, and any liabilities arising through the operation of a sub-contractor shall not be covered by the insurance.
General contractor, contractor, sub-contractor shall be as defined in the Request for Proposals and per State of California Labor Code Section 1777.1.
Print clearly and complete ALL lines.
1. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
2. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
3. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
NNoo ssuubb--ccoonnttrraaccttoorr mmaayy bbee lliisstteedd oonn aa pprrooppoossaall uunnlleessss rreeggiisstteerreedd wwiitthh tthhee DDeeppaarrttmmeenntt ooff IInndduussttrriiaall RReellaattiioonnss ppuurrssuuaanntt ttoo LLaabboorr CCooddee sseeccttiioonn 11772255..55..
Proposers may be considered NON-RESPONSIVE
if all information is not completely filled in.
PROPOSER'S NAME AUTHORIZEDSIGNATURE
BBaassiiss ooff AAwwaarrdd sshhaallll bbee aass ssppeecciiffiieedd iinn tthhee RReeqquueesstt ffoorr PPrrooppoossaallss Land Surveying
22541 Aspan L Street, Suite C, Lake Forest, CA 92630
949-768-0731
[email protected]
PLS 7564
1000404965
12/31/2022
6/30/2022
KDM Meridian
Geotechnical Investigation
6121 Quail Valley Court, Riverside, CA 92507
951-653-1760
[email protected]
GE 2030
1000047292
9/30/2023
6/30/2022
LOR
Geotechnical
Group, Inc.
Underground Utility Location
14280 Euclid Avenue, Chino, CA 91710
888-902-3569
[email protected]
7623
1000003150
6/30/2023
6/30/2024
C Below, Inc.
Harris & Associates, Inc
Randall Berry, PE, Director
Harris & Associates, Inc. Appendix v
Revised 10/19/16
Print clearly and complete ALL lines.
Attachment E
4. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
5. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
6. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
7. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
8. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
9. Sub-Contractor’s
Name
Item of Work
Complete Street Address
Phone No.
Email (for DIR input)
License No. Exp. Date
DIR Registration No. Exp. Date
On-Call Construction Sewer
2588 Progress Place, Escondido, CA 92029
760-746-2544
[email protected]
807953 A
1000004632
5/31/2022
6/30/2023
Downstream
Services, Inc.
Flow Monitoring
15203 Springdale Street, Huntington Beach, CA 92649
714-379-9778
[email protected]
A-911453
1000016715
2/28/2022
6/30/2022
ADS
Environmental
Water Quality
1561 E Orangethorpe Ave #240v, Fullerton, CA 92831
714-526-7504
[email protected]
52060
1000032639
12/31/2022
6/30/2022
CWE
Cover Letter 1
Citywide Sanitary Sewer Improvement Program October 2021:
1. RCP No. 2021-18768: Alley s/o Broadway from Citron St to West St & West St from Alley s/o Broadway to Santa Ana St
Dear Mr. Aube:
The following is Harris’ fee proposal to provide the subject West Street and Alley PS&E design services as presented in our proposal. A detailed resource allocation matrix is also attached for your information and use in evaluating this proposal and shows the hourly breakdown of all of the major tasks. Harris proposes to provide these services for the total hourly not-to-exceed fee presented below and should be considered as a negotiable offer. We would be happy to discuss the fees and their association to our proposed scope of work and make revisions where mutually agreeable.
NOT-TO-EXCEED FEE
Fees would be invoiced monthly based on the actual number of hours of work completed. Outside Agency fees are not included in the proposed fee. All printing costs and other project related expenses are included in the above fees. We appreciate the continued opportunity to be of service to the City of Anaheim and look forward to another successful and timely project.
Sincerely,
Harris & Associates, Inc.
Randall Berry, PE (Primary Contact/Authorized)
Principal-in-Charge/QA/QC Manager
949.536.2503 | [email protected]
Harris & Associates, Inc.
22 Executive Park,
Suite 200
Irvine, CA 92614
949.655.3900
WeAreHarris.com
November 8, 2021
(Revised February 7,
2022)
Kyle Aube
Project Manager
City of Anaheim
Public Works
Department, 2nd Floor
200 S. Anaheim
Boulevard, Suite 276
Anaheim, CA 92805
Task Fee
Project Management and Meetings $ 12,440
Preliminary Design $ 111,878
Final Design $ 119,248
Bid & Construction Support $ 7,360
BASE FEE GRAND TOTAL $ 250,926
Base Fee $ 250,926
Allowance for Optional Services
(see Detailed Breakdown in Chart)
$ 47,347
BASE FEE + OPTIONAL ADDITIONAL
SERVICES GRAND TOTAL
$ 298,273
3. FEE PROPOSAL
2 Harris & Associates, Inc.
FEES
Staff: Randy
Berry
Liz
Reyes
Ryan
Binns
Alyssa/
Justin
B/C
MGR
SUB
KDMM
SUB
ADS
SUB
CB
SUB
DS
SUB
LOR
10%
M/U Sub- TOTALS
Percentage Of Project Hours: 6.84% 28.06% 4.88% 23.21% 0.57% Role: PIC
QA/QC
PM Enviro. DE/EIT SR. CM SUB
TASK/PHASE HOURS
A. Project Management and Meeting
Project Schedule, Status Reports, Earned Value Reports 2 16 $0 $4,040.00
23.0 Kick-Off Meeting & Monthly Meetings (12 meetings - including Concept Feedback meetings)
12 24 $0 $8,400.00
SUBTOTAL HOURS 14 40 0 0 0 $0 54
SUBTOTAL DOLLARS $3,640 $8,800 $0 $0 $0 $0 $0 $0 $0 $0 $0 $12,440 B. Preliminary Design
1.0 Hydraulic Review and Calculations 6 8 $0 $2,600.00
2.0 Utility Research & Coordination during Project duration 8 16 $0 $4,320.00
3.0 Preliminary Evaluation of Alternatives 4 16 24 $0 $8,400.00
4.0 Survey 2 $24,590 $2,459 $27,489.00
5.0 Preliminary Design Report (PDR) - Study Trenchless Installation under Private Encroachment into Alley between Ohio St & Citron St 5 24 30 $0 $11,380.00
Flow Monitoring (14 days, 1 location) - Includes Traffic Control Plans 2 $12,580 $1,258 $14,278.00
9.0 WQMP & Related BMP Concepts - VOID - EXCLUDE FROM SCOPE $0 $-
6.0 Potholing (15 Potholes in base project) - Includes Traffic Control Plans & Pothole Slurry Backfill and AC Hot Patch
6 8 $28,020 $2,802 $33,422.00
7.0 Cleaning and CCTV Inspection (747') - Includes Traffic Control Plans 2 2 $8,390 $839 $9,989.00 SUBTOTAL HOURS 9 66 0 88 0 163
SUBTOTAL DOLLARS $2,340 $14,520 $0 $14,080 $0 $24,590 $12,580 $28,020 $8,390 $0 $7,358 $111,878 C. Final Design
8.0 50% Plan Submittal - up to 7 Plans (excluding Permanent Striping) 14 36 76 $0 $23,720.00
9.0 50% Design Workshop - also see PDR above 1 24 16 $0 $8,100.00
10.0 UPRR Permitting and Outside Coordination EXCLUDE RR PERMIT & UTILIZE TASKS 19 & 24 FOR OUTSIDE COORD.
$0 $-
11.0 90% PS&E (up to 7 Plans) 8 32 52 8 $0 $18,880.00
Environmental Documents (CEQA CE - EXCLUDES NOE) 1 64 $0 $11,740.00
12.0 Geotechnical Investigation (3 borings - EXCLUDES INFILTRATION TESTS) Traffic control Per MUTCD/ WATCH
2 $11,280 $1,128 $12,848.00
13.0 90% Traffic Control Plans EXCLUDES TC PLANS - CONTRACTOR TO
PREPARE
$0 $-
90% Permanent Replacement Striping (1 Sheet on West St Only) Included in 50% & 90% & 100% submittals $0 $-
14.0 0% to 100% City-in-House Pavement EXHIBIT (3 EXHIBIT sheets) not in plan set PREPARE EXHIBIT INCLIDING PHOTOS AND QUANTIFY
BROKEN PCC/AC & NON-CONFORMING ADA PATHS FOR CITY'S IN-
HOUSE USE
32 48 $0 $14,720.00
15.0 Non-Task Item - CAD Files $0 $-
16.0 Utility Coordination - See Task B2 above $0 $-
RCP No. 2021-18768: Alley s/o Broadway from Citron St to West St & West St from Alley s/o Broadway to Santa Ana St 3 Harris & Associates, Inc.
FEES (CONTINUED)
17.0 100% PS&E (up to 7 Plans) 6 32 56 $0 $17,560.00
18.0 0% to 100% St Rehab Plans to address "Complete Neighborhood"
EXCLUDE THESE PLANS
$0 $-
19,
24 Public Outreach Meetings (2 meetings assumed) includes assistance on noticing
8 32 16 $0 $11,680.00
20.0 Non-Task Item (10-Month Schedule Requirement) $0 $- SUBTOTAL HOURS 37 191 64 264 8 564
SUBTOTAL DOLLARS $9,620 $42,020 $11,520 $42,240 $1,440 $0 $0 $0 $0 $11,280 $1,128 $119,248 D. Bid & Construction Support
21.0 Bidding & Award Support (Limited to Hours Shown) 2 6 $0 $1,840.00
22.0 Construction Support (Limited to Hours shown) 4 16 6 $0 $5,520.00
25.0 Data Collection - See Preliminary Design Phase above $0 $- SUBTOTAL HOURS 6 22 0 6 0 34
SUBTOTAL DOLLARS $1,560 $4,840 $0 $900 $0 $0 $0 $0 $0 $0 $0 $7,360 BASE PROJECT SUM HOURS 66 319 64 358 8 815
HOURLY RATES $260 $220 $180 $160 $180 Sub Sub Sub Sub Sub 10% MU BASE PROJECT TOTAL COSTS $17,160 $70,180 $11,520 $57,280 $1,440 $24,590 $12,580 $28,020 $8,390 $11,280 $8,486 $250,926 E. Allowance for Optional Services
6.0 Five (5) Days Utility Potholing (approximately 30 potholes) includes Slurry Backfill and AC Hot Patch
1 4 6 $41,315 $4,132 $47,346.50
SUBTOTAL HOURS 0 1 4 6 0 11
SUBTOTAL DOLLARS $0 $220 $720 $960 $0 $0 $0 $41,315 $0 $0 $4,132 $47,347 BASE PROJECT + OPTIONAL ALLOWANCE TOTAL HOURS: $298,273