HomeMy WebLinkAboutD-4. Award Engineering Services for Cypress Transmission Rehablitation Project W-277CONSENT CALENDAR
TO: HONORABLE CHAIRPERSON AND MEMBERS OF THE AZUSA UTILITY
BOARD
FROM: MANNY ROBLEDO, DIRECTOR OF UTILITIES
DATE: OCTOBER 22, 2018
SUBJECT: AWARD ENGINEERING SERVICES FOR CYPRESS TRANSMISSION
REHABILITATION PROJECT W-277
BACKGROUND:
The recommended action would approve a design contract for the rehabilitation of 6,800 feet of
the 20-inch and 24-inch water mains on Azusa Avenue and Cypress Avenue, which are prone to
leaks. The Capital Improvement Program for the Water Division includes this Cypress
Transmission Rehabilitation Project W-277. Professional Engineering Services are needed to
provide design and construction documents for its completion.
RECOMMENDATION:
Staff recommends the Utility Board take the following action:
1) Award Professional Engineering Services for the Cypress Transmission
Rehabilitation Project W-277 to Stantec Consulting Services, Inc. under the existing
Professional Services Agreement, for a not-to-exceed price of $170,800.
ANALYSIS:
The transmission water main on Cypress Avenue is a 24-inch riveted steel pipe installed in 1913
to feed ALW’s 590 pressure zone. The pipeline was cement lined in the 1950’s and has reached
the end of its design life. This critical transmission main moves over 5,000 gallons per minute
during peak demands to satisfy water needs in the southern part of the system.
This engineering design project will evaluate and rehabilitate approximately 5,300 linear feet of
24-inch water main on Cypress Avenue between Azusa Avenue and Vincent Avenue and 1,500
linear feet of 20-inch water main on Azusa Avenue between Cypress and Covina Blvd.
D-4
UB-31
APPROVED
UTILITY BOARD
10/22/2018
Engineering Services for Cypress Ave Design
October 22, 2018
Page 2
The professional engineering consultant will evaluate the alternative methods for pipeline
rehabilitation and replacement of the 1913 water main, including trenchless alternative methods.
The feasibility and the cost for each alternative will be submitted in a Preliminary Design
Technical Memorandum. The Preliminary Design Technical Memorandum shall include the
alternative methods (open cut, cured-in-place-pipe, slipline, sprayed-in-place-pipe or pipeburst)
and the proposed recommendation. Based on these recommendations and ALW’s final review,
Final Design and Construction documents for the selected improvement will be prepared by the
engineering consultant.
Azusa Light & Water (ALW) sent out a Request for Proposals (RFP) to five qualified
engineering firms to prepare a preliminary technical report and final engineering for the Cypress
Transmission Rehabilitation Project. ALW received four proposals on September 27, 2018.
Staff reviewed all four proposals from Civiltec Engineering, NV5 Global (CivilSource), Stantec
Consulting Services (“Stantec”), and Stetson Engineers. Staff ranked the proposals based on their
i) approach and preliminary design, ii) experience and success completing similar projects, iii)
understanding of the scope work and ALW’s existing infrastructure, iv) project management and
quality assurance abilities, v) not-to-exceed bid price, vi) ability to deliver the services and
perform the tasks identified in the RFP in a timely manner, and the qualifications of the key
personnel and team members to be assigned to the project. Based on this criteria, Stantec was
ranked as the most qualified consultant at a fair and reasonable price, as shown in the following
table, and Staff recommends that awarding the contract to Stantec is in the best interest of the
City.
Ranking Consultant Bid Price Evaluation Score
1 Stantec Consulting Services $170,800 95
2 Stetson Engineers $177,200 84
3 NV5 Global (CivilSource) $186,694 71
4 Civiltec Engineering $110,160 70
Stantec demonstrated strong capabilities in their proposal regarding the technical assessment and
final design for the Cypress Transmission Rehabilitation Project W-277. A key part of the
project is the Preliminary Design Technical Memorandum. Stantec’s proposal focused on
evaluating the alternative methods for pipeline rehabilitation, trenchless construction methods,
traffic impacts, utility conflicts including feasibility, pipe material, and hydraulic model analysis.
Two proposals did not focus enough time or resources on the Preliminary Design aspect, which
is critical for the final design. Stantec’s proposal was originally the only proposal to include
hydraulic modeling analysis for the detailed Preliminary Design evaluation to determine the best
construction method for this project.
Staff recommends Stantec for this specific project based on their approach, experience,
understanding of the project needs, expertise, quality assurance and control, responsiveness, cost,
time of hours and overall pricing.
UB-32
UB-33
Request for Proposal
Engineering Services
Cypress Transmission Rehabilitation Project W-277
Azusa Light & Water (ALW) invites your firm for a not-to-exceed proposal to provide
Engineering Services for Project W-277. The services include: a Preliminary Design Technical
Memorandum evaluating the rehabilitation and replacement alternatives, feasibility and cost, and
final construction documents including plans, specifications and estimate for
rehabilitation/replacement of the Cypress Transmission water main.
Background
The 715/590 zone group is the largest pressure zone group in the ALW service area. The 715
Zone is provided through wells, Water Treatment Plant and the Rockvale PRV. The 715 Zone
has eight storage reservoirs. The 590 Zone has no storage reservoirs and is supplied water from
the 715 Zone through the Vincent, Cypress and Gladstone PRV stations. ALW’s 24-inch
Cypress Transmission Main was installed in 1913. The Cypress transmission line utilizes the
715 pressure zone and feeds the 590. The Cypress PRV station is made up of two 8-inch PRVs
and are the main transfer valves from the 715 to the 590. The Cypress PRV station is
unavailable if the 24-inch pipe on Cypress is offline. If the transmission main is offline the other
two PRV stations at Gladstone and at Vincent are required and may require pressure settings to
change to reduce low pressure in parts of the 590 zone. The 590 zone can also be served by an
emergency connection to MWD (USG-8) supplying purchased treated water. The Cypress
Transmission main is a vital main and shall not be down for more than 4 hour duration. During
the Preliminary Design Technical Memorandum, the Consultant shall propose a solution to
operate in the interim and weigh the costs of each alternative. ALW customers shall maintain
water availability throughout the proposed project duration and customer outages shall be
minimized.
The purpose of this project is to evaluate the alternative methods for pipeline rehabilitation and
replacement of the 1913 water main, including feasibility and the cost for each alternative and
submit a Preliminary Design Technical Memorandum. The Preliminary Design Technical
Memorandum shall include the alternatives and the proposed recommendation. Based on the
recommendations and ALW’s decision then Final Design and Construction documents for the
selected improvements shall be prepared.
Cost will be a major factor in the selection of the Engineering Services for this project. Please
include your Schedule to complete the proposed services. Please include experience of the team,
related project experiences, a current schedule of fees and proposed itemized breakdown, and the
name(s) and resumes of personnel you intend to use for the project.
Project Description
The work will consist of the replacement or rehabilitation of approximately 5,300 linear feet of
24-inch diameter watermain (ductile iron class 350 pipe or alternative approved after the
Preliminary Design phase) on Cypress Street between Azusa Avenue and Vincent Avenue and
approximately 1,500 linear feet of 20-inch diameter watermain (ductile iron class 350 pipe or
alternative approved after the Preliminary Design phase) on Azusa Avenue between Cypress and
UB-34
Covina Blvd. New Inserta valves shall also be installed along the water main on Azusa Avenue
from Covina Boulevard to Arrow Highway. The work for this project includes all valves, fire
hydrants, air vacuum and release valve assemblies, blow-off assemblies, services, connections,
tie-ins, removals, abandonments, appurtenances, pavement replacement, concrete replacement,
street restoration, traffic control, and all supplies, equipment, shoring, and transportation
necessary to construct and complete the project entitled: Cypress Transmission Rehabilitation –
Project No. W-277.
Scope of Services
Scope of Services shall include but not limited to:
A. Coordinate the project, and attend all meetings, initial meeting, field investigations,
design progress meetings, obtain permits, project management meetings, and all other
meetings throughout the project, etc.
B. Responsible for Research Records.
C. Utility Records Research and Coordination. Identify and coordinate with the utility
companies, Cities and County for verification of existing utilities, potential conflicts, etc.
Provide recommendations for mitigating conflicts.
D. Surveying, Topo, Base Mapping, Right-of-way Survey and Field work. Identify all
existing structures, landscapes, and facilities in the public right of way and within ALW
easements. Including power poles, street light poles, traffic signals, pull boxes, meter
pedestals, water meter boxes, water meter vaults, gas meters, valves, manholes, vaults,
trees, hardscape, etc. Provide an AutoCAD drawing and 24x36 plan.
E. Prepare Preliminary Design Technical Memorandum. Shall include feasibility study,
identify all plan alternatives for rehabilitation and replacement, pros and cons for each
alternative, and the cost for each alternative. Provide the proposed recommendation.
F. Prepare Water Plan and Profile plans. Use ALW title block.
G. The construction plan shall include: construction notes, instructions, standards, general
notes, profiles, connection details, horizontal alignment, water meters, service lines, all
water facilities, and all existing utilities on a 24”x36” plan set.
H. All known conflicts with existing underground utilities shall be identified and shown on
the plan and profile.
I. Prepare Traffic Control Plan.
J. Prepare Specifications.
K. Prepare Engineers Cost Estimate.
L. Prepare Bid Schedule.
M. Provide all electronic files including Word documents, Excel, Microsoft Projects,
AutoCAD files, PDFs on a flash storage device to ALW.
N. Provide 3 wet sets of signed plans and specifications.
O. Provide Final PDF of Technical Memo, plans, engineer’s estimate and specifications.
Submit an electronic PDF of the proposal and shall be addressed as follows:
Melissa Barbosa, P.E.
Senior Water System Engineer
729 North Azusa Avenue
Azusa, CA 91702
Subject: Cypress Transmission Rehabilitation Project W-277
UB-35
Please include a one page qualification sheet for the person you intend to use as the manager and
design team for this project if selected. The project scope of work included, along with any
additional items proposed or excluded, and the not to exceed price of work. Please list all
additional items included or excluded in your proposal. The proposal shall be sent via email to
Melissa Barbosa at mbarbosa@azusaca.gov by Thursday September 27, 2018 no later than
2 PM.
For further information, or questions contact Melissa Barbosa at (626) 812-5173 or by email at
mbarbosa@azusaca.gov.
UB-36
Request for Proposal
Engineering Services
Cypress Transmission Rehabilitation Project W-277
Services for Project W-277. The services include: a Preliminary Design Technical Memorandum
evaluating the rehabilitation and replacement alternatives, feasibility and cost, and final
construction documents including plans, specifications and estimate for
rehabilitation/replacement Cypress Transmission watermain.
Item Description Price per
hour
Total Price
1 Preliminary Design Technical Memorandum $ $
2 Design Water Plan, Profile, Specification & Estimate $ $
3 Traffic Control Plans
Total Not-To-Exceed Price to Provide Engineering
Services Complete for Project W-277
$
Company Name: ________________________________
Name: ________________________________________
Title: _________________________________________
Phone Number: _________________________________
Authorized Signature: ____________________________
Date: _________________________________________
Primary Point of Contact for the Project:
Name: ________________________________________
Phone Number: _________________________________
Email: ________________________________________
UB-37
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27 September 2018
Attention: Melissa Barbosa, PE
Azusa Light & Water
729 North Azusa Avenue
Azusa, CA 91702
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SURGXFWLRQRIDOORXUSDVWDQGFXUUHQWSURMHFWV+LVH[SHULHQFHJLYHVKLPDEHQHILFLDOXQGHUVWDQGLQJRI
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UB-45
Robert Reid PE
Project Manager
* denotes projects completed with other firms
Robert brings 30 years of diversified experience in water resources engineering and consulting for the private
and public sectors. Robert has managed all phases of water resource projects, including conceptual planning,
feasibility studies, facility design, and construction management; evaluated numerous water distribution and
wastewater collection systems; and developed facility plans to meet projected future needs. These plans have
involved major infrastructure projects related to water transmission, treatment and storage facilities, and
wastewater collection facilities. Robert's extensive technical expertise includes preparing preliminary and final
designs, as well as providing construction management services for water distribution and wastewater
collection facilities. He has managed design teams and construction inspectors for a wide array of projects
such as water reservoirs, water booster pump stations, pressure-reducing stations, water and wastewater
flow monitoring stations, wastewater lift stations, force mains, and pipelines.
EDUCATION
BS, Mechanical Engineering, University of
Michigan, Ann Arbor, Michigan, 1984
MBA, Business, University of Michigan, Ann Arbor,
Michigan, 1986
REGISTRATIONS
Professional Engineer #C049624, State of
California
PROJECT EXPERIENCE
Loara Street 8-inch Water Main Replacement from
Orangewood Avenue to the City Limit, City of
Anaheim Public Utilities
Foothill Toll Road South Utility Relocations*,
Orange County, CA
Lincoln Avenue 16-inch Water Main (Beach Blvd.
to approx. 1,250 feet east of Dale Ave.), City of
Anaheim Public Utilities
Santiago Creek Pipeline, Orange County Water
District
Richfield Road Transmission Main, Yorba Linda
Water District
Wells 21 and 22 Wellhead Facilities and
Pipelines*, Irvine Ranch Water District (IRWD)
Jeffrey Lateral Reclaimed Water Relocation,
IRWD
Joint Regional Treatment Plant Effluent Pipeline,
Moulton Niguel Water District
Bastanchury Road Water Transmission Pipelines,
Yorba Linda Water District
Shady Canyon Drive Water Transmission Mains,
IRWD
Katella Smart Street, Domestic Water Main
Relocation, Phase 2, Anaheim Public Utilities
Irvine Boulevard/Portola Parkway Capital
Facilities, IRWD
Irvine Avenue and Dover Drive 24-inch Water
Main Replacement, City of Newport Beach
Sand Canyon Avenue 48-Inch Transmission Main
Relocation, IRWD
UB-46
James Cathcart PE
QA/QC Manager
* denotes projects completed with other firms
Jim has more than 40 years of experience specializing in water resources supply and development in
California and throughout the western US. His technical experience includes program/project management
and engineering specializing in planning; design; construction management of water, wastewater, and
reclamation infrastructure; computer modeling; master planning; ground and surface water treatment;
transmission and storage; and pipeline design. He also has provided expert witness services for water system
planning, modeling, and design.
EDUCATION
AA, Liberal Arts, Niagara Community College,
Niagara Falls, New York, 1973
MS, Civil Engineering, California State University
at Long Beach, Long Beach, California, 1983
BS, Civil Engineering, State University of New
York at Buffalo, Buffalo, New York, 1977
REGISTRATIONS
Professional Engineer #CE014350, State of
Nevada
Professional Engineer #C31518, State of
California
PROJECT EXPERIENCE
P-1045 New Potable Water Conveyance*,
Oceanside, California (Project Manager)
Southeast Water Reliability*, Carson, California
Miscellaneous Waterline Replacements*,
Oceanside, California
Industrial Way Water Transmission Main
Replacement*, Newport Beach, California
Oak View Pipeline Design*, Laguna Niguel,
California
Bonita Canyon Offsite Pipeline*, Irvine, California
Pipeline Alignment Study*, Torrance, California
Pipeline Repair Analysis*, Tucson, Arizona
Turtle Rock Pressure Improvements Project*,
Irvine, California
Publications
Assessment of Critical Raw Water Infrastructure
for the City of San Diego. ASCE Pipelines
Conference, 2015.
Managing Aging Infrastructure: San Diego’s
Condition Assessment of a Critical Supply
Pipeline. AWWA National Conference, 2015.
How to Defer $100 Million on Pipeline Repair
Costs. ASCE Pipelines Conference, 2016.
Surge Control: Integration in Pipeline Planning,
Design, Construction and Operation, ASCE
Pipeline Division, Transient Analysis Task
Committee White Paper. ASCE Journal of
Irrigation and Drainage Engineering, 2014.
Water System Network Analysis, Manual M-32.
AWWA, 2001.
UB-47
Jeffrey T Dunn PE
Project Engineer
* denotes projects completed with other firms
Jeff has 24 years of experience in water resource engineering including domestic water, recycled water, and
sewer facilities. His design experience consists of domestic water pipelines and pump stations, recycled water
pipelines and pump stations, gravity sewers, force mains, and lift stations. He has been involved in the design
of over 70 miles of pipelines ranging in diameter from 4 inches to 36 inches. He has also completed over 30
facilities planning studies and hydraulic analyses of domestic water, recycled water, and sewer collection
system facilities.
EDUCATION
BS in Civil Engineering, California Polytechnic
University, Pomona, California, 1995
REGISTRATIONS
Professional Engineer #58455, State of California
PROJECT EXPERIENCE
Randall Street Domestic Water Improvements,
Irvine Ranch Water District (IRWD)
UC Irvine Medical Center (UCIMC) Water
Improvements, Orange Water Department
Irvine Ranch Water District Capital Improvements,
IRWD
Newport Center Areas and Fashion Island
Recycled Water Conversion Project, Newport
Beach
Orange Park Acres 20-inch Transmission Main
Replacement/ Miscellaneous Fire Flow
Improvements, IRWD
Loara Street 8-inch Water Main Replacement from
Orangewood Avenue to the City Limit, City of
Anaheim Public Utilities
Lincoln Avenue Water Main Replacement, City of
Anaheim Public Utilities
Inland Empire Utilities Agency (IEUA) 930 Zone
Chino Hills Recycled Water Reservoir and Pipeline
Bombero Street Pipeline, Newport Beach
Joint Regional Lift Station Force Main Lining,
Laguna Niguel, California
Water Main Replacements, City of Tustin
97/98 1st Quarter Cast-Iron Replacement Project,
Long Beach Water Department
Dana Strand Water Line Replacement, Moulton
Niguel Water District
Middle Enterprise Pipelines, Moutlon Niguel Water
District
Irvine Boulevard/Lambert Road Sewer Capital
Facilities, IRWD
Irvine Boulevard/Portola Parkway IRWD Capital
Facilities, IRWD
Bastanchury Road Zone 3, 4 and 5 Pipelines,
Yorba Linda Water District
UB-48
Michael Lu PE
Design Engineer
* denotes projects completed with other firms
Michael has 10 years of diverse civil engineering design experience in wastewater treatment process, public
utilities, and domestic utilities. In addition to engineering and pipeline design, Michael has worked on
numerous hydraulic modelling projects for water and recycled water distribution systems, as well as sewer
collection systems. He also has experience working on environmental compliance projects, such as industrial
wastewater discharge permitting and NPDES inspections. Michael has worked with the City of Los Angeles
Bureau of Engineering, Irvine Company, Irvine Ranch Water District, Orange County Water District,
Genentech, Brea Canon Oil Co, and various municipalities and local agencies. In addition to his experience
on multi-million design projects, Michael has managed and served as the design lead on various small to
medium-sized projects.
EDUCATION
BA, Chemistry, Washington University in St. Louis,
College of Arts and Sciences, St. Louis, Missouri,
2003
MS, Environmental Engineering, University of
Southern California, Viterbi School of Engineering,
Los Angeles, California, 2008
REGISTRATIONS
Registered Engineer #81310, State of California
PROJECT EXPERIENCE
Lincoln Ave 16-inch Water Main (Beach Blvd. to
approx. 1,250 feet east of Dale Ave.), City of
Anaheim Public Utilities
Loara Street 8-inch Water Main Replacement from
Orangewood Avenue to the City Limit, City of
Anaheim Pubic Utilities
1960 Pressure Zone Domestic Water
Transmission Main, LADWP
Planning Area 6 Neighborhood 5A Domestic
Water and Reclaimed Water Pipelines, Irvine
Ranch Water District (IRWD)
Santiago Creek Pipeline Project, Orange County
Water District
1630 West Recycled Water Pump Station Check
Valves Replacement, Inland Empire Utilities
Agency
Richfield Road Transmission Main, Yorba Linda
Water District
Bombero Street Pipeline, City of Newport Beach
Downtown Anaheim Water Recycling Expansion
Project, Anaheim Public Utilities
UC Irvine Medical Center (UCIMC) Water
Improvements, City of Orange Water Department
UB-49
Jonathan R. Fontenot
Designer
* denotes projects completed with other firms
For 15 years, Jon has been preparing and designing construction plans for multiple large-scale environmental
infrastructure projects. Over the last five years, he has been responsible for designing and preparing detailed
water, wastewater, reclaimed water, reservoirs, and pump facilities. Jon has contributed AutoCADD
innovations to many of Stantec's large projects, resulting in a 10 to 15 percent overall production savings for
the Environmental Infrastructure group. This has better equipped the group to meet project deadlines.
EDUCATION
ESRI Certificate of Completion, ESRI –
Introduction to ArcGIS I, Irvine, California, 2007
Certificate of Completion, AutoDesk - LTD/Civil
Advanced Course, Irvine, California, 2006
PROJECT EXPERIENCE
Lincoln Avenue 16" Water Main Replacement,
Anaheim Public Utilities
Randall and Lolita Street Domestic Water
Improvements, Irvine, California
Richfield Road Transmission Main, Yorba Linda
Water District
Downtown Anaheim Water Recycling Expansion
Project, City of Anaheim Public Utilities
Lincoln Avenue Water Main Replacement, City of
Anaheim Public Utilities
Orange Park Acres 20-inch Transmission Main
and Fire Flow Improvements, Irvine Ranch Water
District (IRWD)
Highline Replacement Project Phase II, Redlands,
California
Sand Canyon Avenue 48-Inch Transmission Main
Relocation, IRWD
Sand Canyon Avenue Relocation and Facilities,
IRWD
New Model Colony Backbone Infrastructure
Facilities, Eastern Portion, Ontario, California
Irvine Avenue and Dover Drive 24-inch Water
Main Replacement, City of Newport Beach
Loara Street 8-inch Water Main Replacement from
Orangewood Avenue to the City Limit, City of
Anaheim Public Utilities
Irvine Boulevard/Portola Parkway IRWD Capital
Facilities, IRWD
Grand Ave Well Pipeline, Three Valleys Municipal
Water District
Portola Parkway 16-inch Domestic Water Main
Improvements, IRWD
Rolling Ridge Phase III Water Main
Replacements, City of Chino Hills
Mountain Zone Pipeline Replacement, City of San
Bernardino Municipal Water Department
UB-50
Greg Sebourn PLS
Survey Manager
* denotes projects completed with other firms
Greg has more than 19 years of professional experience in numerous aspects of land surveying and
mapping. His expertise includes business development; project management; client management; and
surveying, mapping, and map checking services. Greg works with public and private entity clients throughout
Southern California. Some of his municipal projects included the Anaheim Stadium properties subdivision,
monument preservation efforts; and design topographic, and construction surveys for pavement, sewer, and
right-of-way improvement projects. In addition, Greg has extensive experience in land surveying and mapping
education, and is an adjunct faculty at Rio Hondo College, a guest lecturer at Santa Ana College, and serves
on the Cal Poly Pomona Civil Engineering Advisory Council. Greg also serves on the Santiago Canyon
College Master Technical Advisory Committee. He is a council member and former mayor of Fullerton, as
well as the Orange County Sanitation District’s Board of Directors Chairman, where he also serves as the
Chairman of the Groundwater Replenishment System Steering Committee. Greg is significantly active in the
land surveying professional community, having served as the California Land Surveyors Association’s (CLSA)
Director and CLSA’s Orange County Chapter President.
EDUCATION
AS, Survey – Mapping, Santiago Canyon College,
Orange, California, 2007
REGISTRATIONS
Professional Land Surveyor #8395, State of
California
MEMBERSHIPS
Member, International Right of Way Association
Past President, OC Chapter, California Land
Surveyors Association (CLSA)
PROJECT EXPERIENCE
Grand Avenue Well Pipeline, Three Valleys
Municipal Water District
On-Call Surveying and Mapping, Metropolitan
Water District (MWD) of Southern California*,
County of Riverside, California
Robert W. Goldsworthy Desalter*, Torrance,
California
Topographic and Right of Way Mapping - Cerritos
Reclaimed Water Line Network Extension*,
Cerritos, California
IDIQ Contract for Surveying and Mapping
Boundary and ROW Acquisition, PF225 Border
Fence, Los Angeles District, U.S. Army Corps of
Engineers*, San Diego County and Imperial
County, California
Joint Outfall “J” Trunk Sewer Unit IE Section 3
Protection at La Rotonda Canyon, Rancho Palos
Verdes, California
On-Call Services, City of Anaheim City-Wide
Sanitary Sewer Improvement Program*, Anaheim,
California
Richfield Road Transmission Main, Yorba Linda
Water District
PUBLICATIONS
Trig Star Program. California Surveyor, 2012.
To The Next Level. Professional Surveyor
Magazine, 2009.
UB-51
Keith Rutherfurd TE
Traffic Control Engineer
* denotes projects completed with other firms
Keith offers more than 33 years of experience in transportation and traffic engineering with a broad
background in transportation analysis and preparing design plans. He performs technical analyses and
studies, prepares various reports, and designs improvement plans for numerous private and public works
projects. Keith has also served as an on-call consultant to public agencies. Specific transportation
engineering experience includes road alignment studies; highway and street improvements design, including
geometric studies, interchanges, and ramps; traffic engineering, including site impact studies, parking and
bikeway studies, bus operations, signing, striping, traffic signal, and traffic control plan design.
EDUCATION
Bachelor of Science, Administrative Studies,
University of California, Riverside, California, 1983
Master of Science, Civil/Transportation
Engineering, University of California, Irvine,
California, 1986
REGISTRATIONS
Licensed Traffic Engineer #TR001647, State of
California
MEMBERSHIPS
Member, Orange County Traffic Engineers Council
Member, Institute of Transportation Engineers
PROJECT EXPERIENCE
Roadways
Santiago Canyon Road Traffic Safety Systems
Improvements*, Orange, California
Cactus Avenue Widening*, Rialto, California
Butterfield Stage Road Traffic Signal Design
Services*, Temecula, California
Heacock Street Bridge Over Perris Valley Storm
Drain*, Moreno Valley, California
Nash and Douglas Street Improvements and
Traffic Signal Modifications*, El Segundo,
California
Gardendale Street Pavement Rehabilitation*,
Downey, California
On-Call Traffic Engineering Consulting Services*,
Irvine, California
Victoria Street Rehabilitation*, Costa Mesa,
California
Newport Boulevard Widening Project, Newport
Beach, California
San Diego International Airport - Washington
Street Access Improvements (CIP 104124)*, San
Diego, California
Traffic Management During Construction
Harvard Avenue Anode Well Drilling and Cathodic
Protection Test Station Construction*, Irvine and
Tustin, California
Newland Street Improvements*, Westminster and
Huntington Beach, California
UB-52
2XU7HDP¶V3URMHFW([SHULHQFH
dj v:\2245\business_development\224583000_general\azusa\20180927_task_order_6\task#6_proposal_understanding_scope.docx 15
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A.PROJECT MANAGEMENT AND MEETINGS
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Preliminary Design Technical Memorandum Deliverables:
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E.CONSTRUCTION PLANS
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Construction Plan Deliverables:
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F.SPECIFICATIONS, BID SCHEDULE, AND COST ESTIMATES
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Specifications, Bid Schedule and Cost Estimates Deliverables:
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EXCLUSIONS
1.Governmental and public agency Map checking fees.
2.Preparing and filing Corner Records or maps of any kind.
3.Setting boundary or right-of-way monuments.
4.Sub-surface utility detection or potholing services.
5.Title Company reports, services and fees.
6.Engineering support during bidding, construction and construction administration
7.Geotechnical services.
8.Environmental including but not limited to noise, archeological, etc.
9.Permit fees.
10.Additional exhibits or documents not specifically outlined herein.
11.Construction Staking Services
12.New or Additional Boundary Monuments
13.Revisions to work completed or underway due to a change in information or instruction
provided to Stantec by the Client or Client’s consultant(s)
14.Subdivision Mapping / Lot Line Adjustments / Certificates of Compliance
15.Any existing easements requiring additional survey work to properly tie them to the
boundary of the property are not included in this Scope of Services.
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