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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
REQUEST FOR PROPOSAL #CIP-23-24-M0127
INTRODUCTION
Tetra Tech is pleased to submit our proposal to provide professional design services for preparation of plans,
specifications and estimate, and construction support for the Bridge Preventative Maintenance Program (BPMP).
Tetra Tech, Inc. was founded in 1966 to provide engineering services related to waterways, harbors, and coastal areas. For more than 50 years, the company has substantially increased the size and scope of its business and expanded its service offerings through a series of strategic acquisitions and internal growth.
From the beginning, Tetra Tech attracted the best and
brightest minds in science and engineering and focuses on bringing innovative solutions to our client’ s most complex needs.
Tetra Tech brings the City of Santa Clarita (City) a record of distinguished, successful implementation, and completion of similar bridge maintenance improvement projects, including extensive experience working with the City. Our proposed team has the right qualifications and experience necessary to ensure successful, on time completion of the City’s BPMP project with no learning curve.
Project Understanding
The Bridge Preventative Maintenance Program (BPMP) is
designed to preserve the structural serviceability of the City’ s vehicular bridges. The objective of the BPMP is to provide guidance, maintenance, and preservation of the City’ s bridges.
Additionally, the BPMP will prioritize which bridges should be addressed based on the types of repairs necessary to extend the life expectancy of each structure.
Statements and Agreements
As requested by the RFQ, attached are the following
completed forms:
D Attachment A - Contractual Requirements
D Attachment B - Subcontractors/Subconsultants
D Attachment C - References
D Attachment D - Acknowledgment and Acceptance of Scope of Work
D Attachment E - Disclosure Statement
Tetra Tech offers more than a decade of
experience working on the City of Santa
Clarita’s BPMP Projects.
SOQ AT A GLANCE
Tetra Tech Team Exceeds All Selection Criteria
SELECTION CRITERIA OVERVIEW
Qualifications and Experience of Firm:
y Tetra Tech is the #1 Water design firm, #4 Design firm (ENR 2023 Rankings). y Recent relevant local experience in all scope areas.
y Prior work experience for numerous public entities in Southern California. y Prior experience working with the City on BPMP projects.
Experience and Qualifications of
Personnel
y Educated, experienced, Engineers, and professionally registered personnel in all required disciplines each with decades of experience.
Knowledge of the City’s Standards/
Guidelines
y We are aware of and familiar with the City’ s design guidelines, standard drawings, specifications, and approved materials.
Cost of Materials and Services y More than 95% of our task orders are completed at or below budget.
Local Office y Tetra Tech has 14 offices in Southern California. y Our Project Manager is located in Irvine, California. - 1 -
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
REFERENCES
The goal of this project is the identification of impactful, forward-thinking, high-quality mobility improvements that encourage walking, biking, and transit, and promote safe and efficient vehicular operations in the area. Tetra Tech was responsible for conducting site visits, performing topographic surveys, determining relevant design standards and code requirements, and preparing a technical memorandum on the feasibility of constructing new pedestrian bridges in the heavily trafficked Resort Area. Tetra Tech acted as a subcontractor to Fehr & Peers to identify and communicate potential design and construction issues associated with erecting pedestrian bridges at two intersections serving high volumes of pedestrian traffic to and from the Disneyland Resort and surrounding retail stores, hotels, restaurants, and other attractions.
Anaheim Resort Area Mobility Plan & Pedestrian Bridge
Engineering Feasibility Analysis
Anaheim, CA
Tetra Tech prepared plans, specifications, and estimates to rehabilitate the Golden West Street bridge (No. 55C0124). The project involved various work items including joint seal assembly replacement, methacrylate application to bridge decks, epoxy injection of concrete cracks, and spalled concrete repair with polyester polymer patching systems.
The repair plan for each structure was field verified with City representatives to confirm County recommended repairs and identify any additional repair items to be included in the work plan. Tetra Tech staff worked closely with City staff to accelerate the design process and meet the City’ s budgetary needs. The City has awarded construction contracts to rehabilitate several sets of bridges in the last few years. Repairs were completed successfully. Tetra Tech is currently providing construction support through field meetings, clarification to the contractor, and submittal review.
Huntington Beach Golden West Street Bridge Rehabilitation Huntington Beach, CA
Tetra Tech is currently providing engineering services to prepare plans, specifications, and cost estimates (PS&E) for the Templeton to Atascadero Connector Trail. The project is a multi-use path, roughly one mile in length, connecting northern Atascadero to southern Templeton between the Salinas River to the east and Highway 101 to the west.
The Union Pacific Railroad (UPRR) track bisects the site. The improvements include a Class I pathway with a clear span bridge over Paso Robles Creek and a railroad track undercrossing. The ultimate goal of the pathway network is to provide connectivity between Templeton and Atascadero, facilitating safe and attractive transportation between these two towns and encouraging alternative transportation modes.
Templeton to Atascadero Connector Trail
Templeton, CA
As one of the largest consulting
engineering firms in the United States,
our team’s success has been built on
technical expertise, quality design,
fiduciary duty, and development of
practical solutions that meet industry
standards for good engineering
practices. The representative project
descriptions provided below serve as a
sampling of projects of similar size and
scope within the past three (3) years
and depth of our expertise in the range
of engineering disciplines associated
with this project.
We encourage potential clients
to contact our references to get a
firsthand account of the level of service
and expertise our team provides. Full
contact information for our references
(names, addresses, and telephone
numbers) for the projects below are
included on the additional References
Form provided by the City.
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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
Scope of Services
PLAN OF STUDY/SCOPE OF WORK
The goals for this project are to provide guidance for the maintenance and preservation of the proposed bridges,
and more specifically, prioritize which bridges should be addressed based on types of repairs required to maximize the life expectancy of each structure.
Task - 1.0: Project Management:
At the start of the project, Tetra Tech will establish a Project Development Team (PDT) comprised of the City Project
Manager, City representatives, and the Tetra Tech team.
Representatives from other entities may be added as needed.
Tetra Tech’ s Project Manager and the PDT will communicate project decisions and commitments throughout the life of the project. The PDT’ s aim is clear and frequent communication across the group to maintain the project schedule and drive a successful project.
The project will be initiated with a PDT kick-off meeting to present and agree on the final details of a schedule and work plan. The PDT will discuss the project and receive all available project information.
After the initial kick-off, PDT meetings will occur monthly or as- needed to successfully complete the project. It is anticipated that a total of four (4) PDT meetings will be needed though to review project status and to ensure that the contract objectives and milestones are being achieved. To supplement these
meetings, Tetra Tech will maintain ongoing communications with the City and agencies identified in this scope. A detailed schedule, action item list, and decision log will be developed, maintained, and updated for control of the project and
reported through ‘Monthly Project Status Reports’.
Output:
y Monthly Project Status Reports to the City
y One (1) Kick-Off Meeting (via teleconference)
y Four (4) PDT Meetings (via teleconference)
Task - 2.0: Bridge Inspections:
In order to achieve the goals for this program, Tetra Tech will perform visual inspections of the bridges, including abutments, concrete decking, fencing supports, steel framing and other pertinent structural related items that may need repairs and/or remediation. Tetra Tech will use the “Caltrans Bridge Element” inspection guidelines as part of the visual evaluations.
For the sixty-six (66) bridges identified, Tetra Tech expects the inspections to take eighteen (18) days to complete, with three (3) to four (4) bridges completed per visit.
Output:
y Set of field inspection reports for each bridge. Notes will include photos and identified repairs needed.
Task - 3.0: BPMP Report & Construction Cost
Estimate:
After completing the field inspections, Tetra Tech will review and update the scope of work for each bridge provided in the background documents to ensure all items are included (i.e., if we are repairing spalled concrete barrier wall, we have a good estimate of the amount of concrete, rebar and associated costs in that line item) and provide an updated construction cost estimate for each bridge listed in this proposal.
A single Bridge Preventative Maintenance Plan (BPMP) report summarizing the purpose of the report and methodology
used, BPMP work items for each bridge and a summary table, proposed Maintenance Plan identifying immediate and
intermediate repair items for each bridge and construction cost estimate for each bridge and bridge inspection reports.
Output:
y Single BPMP Report identifying the maintenance work
required for each of the identified bridges in order of priority/severity.
y Construction cost estimate for each bridge.
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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
ASSUMPTIONS
y Destructive and non-destructive testing are not a part of the scope of services. y Disassembly of bridge components for inspection are not a part of the scope of services. y It is unknown at this time if traffic control and lane closures will be required for any of the bridge inspections. If necessary, Tetra Tech will provide additional scope and fee, as they are not a part of the scope of services presented in this proposal. y Determination of remaining service life of bridge structures. This is a function of unknown variables and is therefore difficult to quantify.
y Determination of live load capacity of bridge structures under current conditions. y Preliminary and detailed plans, specifications and structural calculations will not be performed as part of proposed scope of work.
y No structural calculations.
y All visual inspections are to take place from the ground and will require no special equipment. This includes, but not limited to lifts, kayaks and ladders.
SCHEDULE
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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
PERSONNEL, EQUIPMENT, AND FACILITIES
PROJECT MANAGER
Mike Olsen, PE, MS
QA/QC MANAGER
Erin Yeun, SE, PE, MS
ORGANIZATIONAL CHART
PROJECT ENGINEERS
Brett Boehmke, PE, MS
Justin Smith, PE
We have assembled a team with
extensive experience in Federal and
Local Assistance funded projects,
specifically bridges over water courses
and Bridge Preventative Maintenance
Programs.
Each member of our team has been
selected to add strength in their unique
area of expertise. The team chart
below presents our team members and
indicates the elements of the project
where each member of the team
either has a lead or support role and
responsibility. Full resumes of our project
team who will provide their professional
support and experience are located in
the attached Appendix.
Due to the scope of services required for
this project, Tetra Tech can complete all
tasks with our in-house expertise who
bring to the team direct experience with
the City. Tetra Tech will not utilize any
subcontractors for this contract.
Mr. Olsen has been a part of the Tetra
Tech team for 15 years and contributes
his extensive structural engineering
knowledge from his involvement in
municipal, industrial, commercial and
federal projects. He has completed a
variety of projects varying in size and
funding for both public and private
entities.
He is knowledgeable in all types of
construction including reinforced
concrete, masonry, structural steel,
and wood frame design with special
emphasis on the design of water
storage/water containment, landfill
& industrial facilities, building, bridge
evaluation and design related projects,
and water conveyance-related
structures, including reservoirs, water/
wastewater treatment plants, booster
pump stations and flow control facilities.
He also has extensive experience
with seismic evaluation, assessment,
strengthening, retrofit, and replacement
of existing structures.
Mr. Olsen has extensive working
knowledge of the California Building
Code (CBC), International Building Code
(IBC) and their application to civil and
structural engineering projects.
PROJECT MANAGER
Critical to the success of
completing this project
is our proposed
Project Manager,
Mr. Michael Olsen, PE
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P u b l i c Wo r k s D e p a r t m e n t
A p p e n d i x : T e a m R e s u m e s
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
EDUCATION
MS, Civil Engineering
(Structural Emphasis),
California State Polytechnic
University, Pomona
BS, Civil Engineering,
California State Polytechnic
University, Pomona
REGISTRATIONS
Professional Engineer:
CA, No. 81944
Cal OES Safety Assessment
Program Evaluator
OFFICE LOCATION
Irvine, CA
YEARS OF EXPERIENCE
15 MIKE OLSEN, PE
PROJECT MANAGER
Mr . Olsen has more than 15 years experience and contributes his extensive structural engineering knowledge from his involvement in municipal, industrial, and federal projects.
He has completed a variety of projects varying in size and funding for both public and private entities. His experience includes design, analysis, detailing and construction in structural engineering. He is knowledgeable in reinforced concrete, pre- and post- tensioned concrete, reinforced masonry, steel, and timber construction for a variety of building and infrastructure projects including reservoirs, water/wastewater treatment facilities, pump stations, bridge, buried concrete vaults, pipeline structures, bridges, as well as seismic retrofit of existing structures. Mr . Olsen has extensive working knowledge of the California Building Code and International Building Code and their application to civil and structural engineering projects.
EXPERIENCE
Anaheim Resort Mobility Plan and Pedestrian Bridge Engineering Feasibility Analysis, City of Anaheim Public Works, Anaheim, CA. Project Manager. Responsible for preparing conceptual site plan drawings, opinions of probable construction costs, and a technical memorandum for the City of Anaheim Public Works Department. The feasibility study was commissioned to study solutions to alleviate very high levels of pedestrian and vehicular traffic in the surrounding area of the Anaheim Disneyland Resort. After review of local traffic data, existing underground and overhead utilities, existing local properties and right of ways, and applicable code requirements, two intersections were identified as applicable candidates for future pedestrian bridges to improve safety and the flow of traffic. Conceptual construction plans and supporting documentation were produced for seven possible pedestrian bridges at two intersections to provide the City of Anaheim with relevant information about the challenges and probable costs associated with the construction of these bridges should they choose to progress the project to detailed design in the future.
Templeton to Atascadero Connector, County of San Luis Obispo, Templeton, CA.
Structural Design Engineer. Responsible for the preliminary design concept for the pedestrian bridge support system and approach slabs, as well as selecting the bridge superstructure type. Tetra Tech was contracted to provide design services for a multi-use pathway including completing the California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) processes, right-of-way acquisition, permits, construction documents and grant administration. The ultimate goal of the pathway network is to provide connectivity between Templeton and Atascadero, facilitating safe and attractive transportation between these two towns and encouraging alternative transportation modes.
Huntington Beach Bridge Preventative Maintenance Program, City of Huntington Beach, CA. Structural Design Engineer. Tetra Tech prepared plans, specifications, and estimates to rehabilitate the Golden West Street bridge (No. 55C0124). The project involved various work items including joint seal assembly replacement, methacrylate application to bridge decks, epoxy injection of concrete cracks, and spalled concrete repair with polyester polymer patching systems. The repair plan for each structure was field verified with City representatives to confirm County recommended repairs and identify any additional repair items to be included in the work plan. Tetra Tech staff worked closely with City staff to accelerate the design process and meet the City’ s budgetary needs. The City has awarded construction contracts to rehabilitate several sets of bridges in the last few years. Repairs were completed successfully. Tetra Tech is currently providing construction support through field meetings, clarification to the contractor, and submittal review.
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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
OLSEN, PROJECT MANAGER
Santa Clarita Bridge Preventative Maintenance Program,
City of Santa Clarita, Santa Clarita, CA. Structural
Design Engineer. Responsible for the preparation of Plans, Specifications, and Estimates to rehabilitate the various priority listed bridges throughout the City of Santa Clarita.
Each year, the City selected Tetra Tech from an open bid process to complete the selected bridges for that calendar year. The projects involved various work items including joint seal assembly replacement, methacrylate application to bridge decks, epoxy injection of concrete cracks, and spalled concrete repair with polyester polymer patching systems. The repair plan for each structure was field verified with City representatives to confirm County and Caltrans recommended repairs and identify any additional repair items to be included in the work plan. Tetra Tech worked closely with City staff to accelerate the design process and meet the City’ s budgetary needs. The City has awarded construction contracts to rehabilitate several sets of bridges in the last few years. Repairs were completed successfully. Tetra Tech also provided construction support through field meetings, construction inspections, clarifications to the contractor, and submittal review.
Vista Canyon Bridge over the Santa Clara River, Design for Vista Canyon Ranch LLC, Santa Clarita, CA. Lead Structural Design Engineer. Responsible for the design and construction of a new bridge over the Santa Clara River for access from the Highway 14 to the new Vista Canyon Ranch development.
The Vista Canyon Road Bridge will span approximately
780’-0” feet with an overall width of approximately 64’-5”.
The proposed bridge consists of two 14’-0” lanes and a 12’- 0” median/emergency lane on the west side, and a 5’-0”
raised planter. The structure will consist of a 9-span, precast, prestressed concrete I-girder supported on reinforced
concrete walls, seat-type abutments and foundations are anticipated to consist of driven steel piles.
Vista Canyon Regional Transit Center, City of Santa Clarita, Santa Clarita, CA. Structural Project Manager and Engineer of Record. Provided structural engineering design support for the Vista Canyon Regional Transit Center Project located in Santa Clarita, California, which consisted of the development and construction of a seven-bay bus transfer station complete with a restroom and security/ticketing facilities to provide an efficient and safer way of transportation to the public.
Supported in the structural designs, calculations, modeling, and structural plan production of the steel canopy structures of the bus transfer station, the CMU restroom facility structure, and the CMU security building structure. Construction
Administration support services have also been provided throughout the construction phase of the project where
structural observations for various stages of the project have been conducted.
Arroyo Park Pedestrian Bridge Replacement, City of Santa Clarita, Santa Clarita, CA. Engineer of Record and Project Manager for the plans, specification and estimate. The City of Santa Clarita (City), in conjunction with the Landscape Maintenance District (LMD), maintains 25 pedestrian bridges and 5 under crossings that link the paseo system in the Valencia North and South neighborhoods in the City of Santa Clarita. The City proposes to replace the last timber bridge located on Arroyo Park Drive, 0.6 miles west of McBean
Parkway, with a pre-fabricated steel truss structure. Tetra Tech was hired to finalize the design and complete detailed construction Plans, Specifications, and Estimate (PS&E) of the proposed bridge replacement and additional support
services as needed by the City. The biggest challenge that faces the Arroyo Park Pedestrian Bridge Replacement project is Arroyo Park Drive itself. Arroyo Park Drive is a residential roadway and has traffic throughout the day. Coordination during the demolition of the existing bridge and during final assembly and erection of the new pre-fabricated bridge
will be key to the project success. These major construction activities will most likely require full closure of Arroyo Park Drive. Tetra Tech is experienced in the preparation of traffic control plans within the City and will work once again to minimize the impact to the public.
McBean Parkway Pedestrian Bridge Construction
Support, City of Santa Clarita, Santa Clarita, CA.
Project Engineer. Project Engineer during the design
and construction phase of the project. The City of Santa Clarita contracted Tetra Tech in 2015 to perform planning, structural design, and construction phase services to
replace the existing pedestrian overcrossing (POC) over McBean Parkway. The POC is located on the City’ s network of multi-use “paseo” pathways. Constructed in 1979, the timber superstructure showed signs of insect infestation, dry rot, and delamination of the glue laminated girders.
The project team was tasked with defining an approach
to replace the decaying structure. Tetra Tech initiated the geotechnical investigation and preparation of structural plans, specifications, and estimates to replace the structure.
Through continued partnership, Tetra Tech and City engineers delivered a project within cost that increases safety and restores alternative access to schools, neighborhood parks, and local businesses in the City of Santa Clarita. Construction commenced in spring of 2017 and was completed later
that summer. The biggest challenge encountered was the
coordination and scheduling of road closures during the demolition of the existing bridge and during final assembly and erection of the new pre-fabricated bridge Tetra Tech’ s experience in the preparation of traffic control plans within the City helped minimize the impact to the public and
allowed the contractor do perform all construction related tasks.
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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
EDUCATION
MS, Structural Engineering,
California State Polytechnic
University Pomona
BS, Civil Engineering,
California State Polytechnic
University
REGISTRATIONS
Professional Engineer:
CA, No. 75983
MT , No. 63246
CO, No. 56159
Professional Structural
Engineer:
CA, No. 6177
OR, No. 94532
Cal OES Safety Assessment
Program Evaluator Training
OFFICE LOCATION
San Dimas, CA
YEARS OF EXPERIENCE
17 ERIC YUEN, PE, SE
QA/QC MANAGER
Mr . Yuen has 17 years of experience in the design, analysis, and detailing of structural engineering. He is knowledgeable in reinforced concrete, masonry, structural steel and wood frame design, and construction for a variety of building and infrastructure projects including reservoirs and water/wastewater treatment facilities, as well as seismic retrofit of existing structures.
EXPERIENCE
Seismic Resiliency of 8 Reservoirs, Montecito Water District, Montecito, CA.
Structural Project Engineer. Structural Project Engineer assisting with the design analysis and final design documents for the retrofits of four concrete reservoirs including Bella Vista reservoir, Cold Spring reservoir, Hot Springs reservoir, Buena Vista reservoir. Tetra Tech prepared Structural and Seismic Evaluation Report for ten of the District Storage Reservoirs back in September 2015, and the District selected Tetra Tech to prepare the final design document for the retrofit and provide construction support for eight of their reservoirs. The retrofit methods include reinforced concrete wall and footing overlay strengthening, steel roof seismic strengthening, roof to wall seismic connection strengthening, roof system replacement, and complete reservoir replacement.
Condition Assessment and Seismic Evaluation of Reservoir 16, Montecito Water District, Montecito, CA. Project Manager. Project Manager responsible to assist the Monte Vista Water District to perform structural and seismic assessment for Reservoir 16 and prepare the Preliminary Design Report (PDR) to summarize the findings and provide recommendations. Reservoir 16 is a 3.0 million gallon partially buried conventionally reinforced rectangular reservoir constructed in 1978. It has inside dimensions of 180-feet by 140-feet and a wall height of approximately 18-feet. The depth of the below-grade portion varies from 16 feet to 17 feet around the reservoir. Tetra Tech utilized inflatable kayaks to perform the on-site reconnaissance and assessment inside the reservoir.
Condition Assessment and Seismic Evaluation of the Emtman, University Heights, and Ross Reservoir, City of Riverside, CA. Project Manager. Project Manager responsible to perform a baseline condition assessment and seismic evaluation for three existing reservoirs: Emtman (5MG, 1960s), University Heights (5MG 1930s), and Ross Reservoirs (2MG, 1970s), and prepare the Preliminary Design Report (PDR) to summarize the findings and provide recommendations, budgetary estimates for tank retrofit and/or repair options a “Hazard Categorization & Prioritization Matrix” to help the City to prioritize the necessary rehabilitations when funding becomes available.
These three reservoirs are completely buried conventional reinforced concrete reservoirs (two rectangular and one circular). All three reservoirs have a concrete flat roof system supported by concrete columns.
Condition Assessment and Seismic Evaluation of the Walnut Reservoir, City of Santa Ana, CA. Project Manager. Project Manager responsible to perform structural and seismic assessment for Walnut Reservoir and prepare the Preliminary Design Report (PDR) to summarize the findings and provide recommendations. Walnut Reservoir is a 7 .0 million gallon completely buried conventionally reinforced rectangular reservoir constructed in 1956. It has inside dimensions of 242-feet by 202-feet and a wall height of approximately 16-feet. There is a 10-feet tall divider wall at the center of the reservoir.
This reservoir is located under public tennis courts. Tetra Tech provide a certified on-site recure crew from a subconsultant for the reservoir entry for this on-site assessment. - 3 -
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
YUEN, QA/QC MANAGER
Clearview Reservoir Assessment, Golden State Water
Company , Santa Ana, CA. Project Manager. Project
Manager responsible for the overall project for the visual assessment and seismic evaluation for the two partially buried concrete reservoirs (one rectangular and one circular) at the Clearview site located at 1501 Clearview Ln. Santa Ana. The circular reservoir has a capacity of 124,000 gallons and the rectangular reservoir has a capacity of 84,000 gallons. Non destructive Ground Penetration Radar (GPR) was performed during the on-site assessment to location the existing wall and roof slab reinforcement for the circular reservoir.
Condition Assessment and Seismic Evaluation of
Alessandro and Sugarloaf Reservoir, City of Riverside,
CA. Project Manager. Project Manager responsible for the engineering evaluation and inspection services to perform a baseline condition assessment and seismic evaluation for two existing pre-stressed circular concrete reservoirs: Alessandro Reservoir, 2.0 MGD, 130 by 20 feet, constructed in 1961 and Sugarloaf Reservoir, 5.0 MGD, 160 by 33 feet, constructed in 1962.
Hunting Horn Reservoir Structural/Seismic Evaluation,
Golden State Water Company (GSWC), City of North
Tustin, CA. Project Manager. Mr. Yuen is responsible for the overall project to provide professional engineering/technical services including on-site reconnaissance inside the reservoir to prepare a structural and seismic study and evaluation. The Hunting Horn Reservoir is a semi-buried reinforced concrete cylindrical water tank that was first constructed in 1900, converted to concrete in 1918, and gunite-lined in 1950. The reservoir has a capacity of 0.44 MG, measures approximately 72 feet in diameter and 16 feet high and has a wood frame roof. Over the years it has developed cracks in the interior shell that have been patched. It also has a slow leak that is visible from the exterior and requires assessment and repair.
Tetra Tech prepared a comprehensive engineering study and seismic evaluation of the tank to examine the alternatives available to GSWC for either repair or replacement.
13th Street Underground Reservoir Structural Retrofit,
City of Ontario, CA. Structural Design Engineer. The primary objective of this project was to reduce the potential damages to the reservoirs in the aftermath of an earthquake that may jeopardize public safety both within the local Upland neighborhood and the Ontario community they serve miles away. In 2008, Tetra Tech performed a Reservoir Seismic Vulnerability Evaluation Report (Seismic Report) on all the City’ s reservoirs to determine their ability to resist current seismic code loads. The Structural Evaluation of the Report evaluated the seismic force resisting components of each reservoir and provided seismic retrofit recommendations for those found to be deficient. The retrofit recommendations for the 13th Street Reservoir consist of a cast-in-place reinforced concrete overlay added to the walls, roof, and floor. The Preliminary Engineering Design phase included the necessary engineering services that confirmed the findings and recommendations of the 2008 Seismic Report (or
recommended another less time consuming, cost-effective alternative) and resulted in the production of a preliminary design report and preliminary design drawings used as a basis for the final design and ultimately the final construction documents.
Mechanical Equipment Platform, Baxter Healthcare,
Los Angeles, CA. Structural Design Engineer. Assisted
with the Design and Construction Phase Services for the construction of a 25-foot high, 3,500 square foot, elevated steel platform to support various pieces of mechanical
equipment over the existing truck loading dock area of
Baxter Healthcare’ s Los Angeles plant. Baxter needed a new platform to support new mechanical equipment, as
well as to relocate some existing equipment from their older platforms. Tetra Tech’ s scope of work included providing structural design of the main platform, designing supports and anchorage for the equipment that was relocated,
obtaining building department approval for the platform, and providing construction support such as reviewing shop drawings and RFIs, and performing structural observations to ensure conformance with the construction documents
and Los Angeles building department requirements. The
loading dock remained open during business hours while the platform was under construction.
3.1 MG Reservoir Seismic Strengthening, City of El
Segundo, CA. Structural Design Engineer. Provided the
seismic strengthening design of the reservoir in the design phase and structural observations in the construction
phase. Tetra Tech prepared preliminary and final design construction plans, specifications, and cost estimates for the seismic retrofit of an existing 3.1 MG concrete potable water storage tank, originally constructed in 1948. The seismic strengthening included the addition of reinforcing steel and shotcrete to the exterior walls, plywood roof sheathing, and structural steel shear transfer frames around the tank perimeter between the roof and the wall shell. The reservoir retrofit involves partial demolition of the existing wood roof.
Safety upgrades included the design of new roof mounted guard railings. Tetra Tech’ s construction phase services included structural observations, special inspection by a deputy inspector, and material testing.
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BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
EDUCATION
MS, Structural Engineering,
University of California, San
Diego
BS, Structural Engineering,
University of California, San
Diego
REGISTRATIONS
Professional Engineer:
CA, No. 91335
OFFICE LOCATION
Irvine, CA
YEARS OF EXPERIENCE
7 BRETT BOEHMKE, PE
PROJECT ENGINEER
Mr . Boehmke contributes his structural engineering knowledge from involvement in municipal, industrial, and federal projects. He has completed projects varying in size and funding for both public and private entities. Mr . Boehmke’s experience includes design, analysis, detailing, and construction in structural engineering. He is proficient in conventionally reinforced and pre-stressed concrete, reinforced masonry, steel, and timber construction for a variety of building and infrastructure projects. Infrastructure design and construction familiarity includes buildings, steel braced frame, and moment frame industrial structures, water recapture facilities, storm drainage, bridge, and seismic retrofit of existing structures. Mr . Boehmke has extensive working knowledge of the California Building Code, International Building Code, and applicable seismic building codes and their application to civil and structural engineering projects.
Mr . Boehmke is experienced with a variety of design software programs including RISA- 3D, RISA Foundation, RISA Floor , RISA Connection, REVIT , AutoCAD Civil 3D, ENERCALC SEL, and Hilti PROFIS Anchor .
EXPERIENCE
Anaheim Resort Mobility Plan and Pedestrian Bridge Engineering Feasibility Analysis, City of Anaheim Public Works, Anaheim, CA. Structural Project Engineer for Pedestrian Bridge Feasibility Study. Responsible for conducting site visits, determining relevant design standards and code requirements, and preparing a technical memorandum on the feasibility of constructing new pedestrian bridges in a heavily trafficked area of Anaheim near the Disneyland Resort. Tetra Tech acted as a subcontractor to Fehr & Peers to identify and communicate potential design and construction issues associated with erecting pedestrian bridges at two intersections serving high volumes of pedestrian traffic to and from the Disneyland Resort and surrounding retail stores, hotels, restaurants, and other attractions. The ultimate goal of the Mobility Plan is to eliminate at-grade pedestrian crossings at two intersections in order to improve the flow of traffic and mitigate safety risks for both vehicles and pedestrians.
Vista Canyon Regional Transit Center, City of Santa Clarita, CA. Structural Project Engineer. Responsible for assisting with structural design and plan, specification, and estimate development, as well as performing Structural Observations and responding to requests for information form the general contractor during the construction phase of the project. Tetra Tech was enlisted to perform design and construction support for new masonry restroom and security booth buildings, steel bus canopy structures, and a reinforced concrete retaining wall for a new bus transit center.
Riverside Drive near Zoo Drive Bridge over Los Angeles River, Bridge No. 53C-1298, City of Los Angeles, CA. Project Engineer. Responsible for providing design and construction support for this federally funded project. With this historic bridge falling below current design standards, Tetra Tech was contracted for to complete environmental documentation and permitting, geotechnical and hydraulic analyses, bridge widening and retrofit, traffic and lighting upgrades, and 100% plans, specifications, and estimates in an effort to fix geometric deficiencies, barrier rail vulnerabilities, structural weaknesses, and Los Angeles River bicycle lane impedance issues. This is a federally funded project and plan reviews and approvals by Caltrans District 7 and the Federal Highway Administration are required. - 5 -
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
BOEHMKE, PROJECT ENGINEER
Sixth Street Park, Arts, River, and Connectivity (PARC) Project, City of Los Angeles Bureau of Engineering, Los Angeles, CA. Structural Project Engineer. Responsible for assisting in the schematic and final design, environmental and construction support services, and post-construction services for nearly 12 acres of recreational and open space beneath and around a new bridge. The project includes approximately ½ mile of improvements within the Los Angeles River. These improvements will include bike trails, pedestrian access, and softening of the existing concrete-lined channel and were originally envisioned in the Los Angeles River Revitalization Master Plan that Tetra Tech completed. The City’ s goal is to make the landscape component under the new bridge
a world class public space that will include an arts plaza, performance stages, synthetic sports fields, river terracing, and bicycle and pedestrian pathways.
Ameresco Forward Bridge HBTU, Ameresco, Inc., French
Camp, CA. Design Engineer. Responsible for providing
design services for a prefabricated steel pipe bridge,
that spans the entire length of the Little Johns Creek, to help support a new 16-inch PPRNG Gas Pipe, 2-inch dual
contained condensate line, 2-inch fiber optic conduit and 6-inch Republic dewatering line. As part of this task of work, Tetra Tech determined the feasibility of constructing the proposed pipe bridge and provided 30% level conceptual
drawings, that included a plan and profile of the proposed bridge. Mr. Boehmke was responsible for preparing
conceptual bridge layouts and coordinating with pre-
fabricated bridge manufacturers to determine the most cost effective to approach to address the needs of the client.
Rialto Channel Improvement Reach 5, San Bernardino
County Department of Public Works, Rialto, CA. Design
Engineer. Responsible for preparing plans, specifications, structural calculations, and estimates for the structural portion of the project. Interacted with the client and contractor both electronically and at the site during construction phase to address field issues and existing conditions differing from assumptions made during design phase. The San
Bernardino Department of Public Works identified the
need to provide additional flow capacity and reconstruct segments of the existing Rialto Channel between Cameron Way and the nearby Union Pacific Railroad Bridge in the City of Rialto. The design consisted of modifying an existing single reinforced concrete box culvert beneath Riverside Avenue into a double reinforced concrete box culvert,
transitioning to an open rectangular channel with a tapered debris wall down the center, and ultimately terminating with an extension to an existing double reinforced box culvert near the aforementioned Union Pacific Railroad bridge.
The construction totaled approximately 877 linear feet of reconstructed concrete channel and box culverts. Tetra Tech performed the structural detailed design as well as provided construction phase services including responding to requests for information, reviewing construction submittals, and performing site visits.
Caruthers Park Stormwater and Urban Runoff Capture
Project, City of Bellflower, Bellflower, CA. Structural Project Engineer. Assisted in providing design and construction phase services including plans, specifications, estimates, and structural observations. Tetra Tech was contracted to perform design services on the reconstruction of a local flood control channel and site improvements to the public park. The project components included a diversion structure to divert water from one of the major flood control channels, a pretreatment structure to remove debris from the runoff, an underground structure to infiltrate or capture the water that will be treated for landscape irrigation use, and a rehabilitated park surface with new picnic areas. The goal of the project is to not only help the City alleviate the channel’ s total maximum daily loads, but also provide additional benefits, such as revitalized park infrastructure and augmentation of local water supplies.
The adjacent storm drain channel fell within the jurisdiction of the Los Angeles County Flood Control District meaning all construction documents required additional review and approval from the LACFCD.
El Dorado Regional Stormwater Capture Project, City of
Long Beach, Long Beach, CA. Structural Project Engineer.
Responsible for preparing plans, specifications, structural calculations, and estimates for the open channels and buried concrete vault structures. Tetra Tech is providing pre-design, design, and bid support services for the development of this multi-benefit regional BMP . This project represents a major opportunity to enhance an undeveloped parcel within the City to achieve pollutant load reductions for the Lower San Gabriel River Watershed. The site has the potential to provide significant water quality benefits for multiple jurisdictions due to its drainage area, location of the adjacent drainage system, and available development space. The drainage area for the project (2,924 acres) covers portions of the Cities of Norwalk, Cerritos, Artesia, Hawaiian Gardens, Lakewood, and Long Beach. This project has the potential to offer runoff storage and water. The proposed site improvements consist of the construction of a wetlands north of the Long Beach Water Reclamation Plant, a diversion structure at the Artesia-Norwalk Channel at Wardlow with a pump stations, and approximately 2,000 feet of new 24-inch storm drain on Wardlow Road,
Lama Avenue, and Tarma Street. The new storm drain serves to divert up to 15 cfs of stormwater from the Artesia-Norwalk Channel into a channel that drains into the proposed wetland. - 6 -
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
EDUCATION
BS, Civil Engineering,
University of Irvine
REGISTRATIONS
Professional Engineer:
CA, No. 85736
OFFICE LOCATION
Irvine, CA
YEARS OF EXPERIENCE
12 JUSTIN SMITH, PE
PROJECT ENGINEER
Mr . Smith has been a part of the Tetra Tech team for 12 years and contributes his extensive knowledge in civil engineering from his involvement in a variety of municipal projects of varying size and funding. His design experience includes hydrologic and hydraulic design for storm drain improvements, construction and post-construction stormwater Best Management Practices (BMPs) including associated Water Quality Management Plans (WQMP) and Stormwater Pollution Prevention Plans (SWPPP), WQMP Operations and Maintenance Reports, overall utility plans, structural design, grading activities varying from mass grading to final precise grading plans, parking lot and roadway geometrics, pedestrian accessibility improvements, bike trails, and park developments. His other experience includes cost estimating, preparing specifications, providing construction/ post-construction support, performing utility research, and coordinating with the project team and outside agencies.
EXPERIENCE
Huntington Beach Bridge Preventative Maintenance, City of Huntington Beach, CA. Project Engineer. Responsible for providing civil engineering design for preparation of plans, specifications, and estimates (PS&E) to rehabilitate the Golden West Street bridge (No. 55C0124). The project involved various work items including joint seal assembly replacement, methacrylate application to bridge decks, epoxy injection of concrete cracks, and spalled concrete repair with polyester polymer patching systems.
The repair plan for each structure was field verified with City representatives to confirm County recommended repairs and identify any additional repair items to be included in the work plan. Tetra Tech staff worked closely with City staff to accelerate the design process and meet the City’ s budgetary needs. The City has awarded construction contracts to rehabilitate several sets of bridges in the last few years. Repairs were completed successfully. Tetra Tech is currently providing construction support through field meetings, clarification to the contractor, and submittal review.
Anaheim Resort Mobility Plan and Pedestrian Bridge Engineering Feasibility Analysis, City of Anaheim Public Works, Anaheim, CA. Project Engineer. Responsible for preparing conceptual site plan drawings, opinions of probable construction costs, and a technical memorandum for the City of Anaheim Public Works Department. The feasibility study was commissioned to study solutions to alleviate very high levels of pedestrian and vehicular traffic in the surrounding area of the Anaheim Disneyland Resort. After review of local traffic data, existing underground and overhead utilities, existing local properties and right of ways, and applicable code requirements, two intersections were identified as applicable candidates for future pedestrian bridges to improve safety and the flow of traffic. Conceptual construction plans and supporting documentation were produced for seven possible pedestrian bridges at two intersections to provide the City of Anaheim with relevant information about the challenges and probable costs associated with the construction of these bridges should they choose to progress the project to detailed design in the future.
FY 12-13 Bridge Preventive Maintenance Program, City of Santa Clarita, CA.
Project Designer. Responsible for providing support during the field observations and assisting in the preparation of plans and specifications to rehabilitate the aging vehicular bridges. Work activities include field observation reports, methacrylate resin bridge deck treatment, replacement of expansion joint seals, repair of spalled concrete, and epoxy injection in cracked concrete. The program will extend the useful service life of existing bridge assets. In addition, Tetra Tech was responsible for the development of the preventive maintenance guidelines to help the City of Santa Clarita preserve bridge structures and assisted in receiving federal funding under Highway Bridge Program - 7 -
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
SMITH, PROJECT ENGINEER
(HBP). The project identified preventative maintenance
strategies and criteria for use; addressed processes and procedures related to the program; provided guidelines for selecting bridge preservation projects; and determined the overall financial needs of implementing the program.
FY 14-15 Bridge Preventive Maintenance Program,
City of Santa Clarita, CA. Project Designer. Responsible for providing support during the field observations and assisting in the preparation of plans and specifications to rehabilitate the aging vehicular bridges. Work activities include field observation reports, methacrylate resin bridge deck treatment, surface treatments of existing asphalt bridge decks, replacement of expansion joint seals, repair of spalled concrete, and epoxy injection in cracked concrete. The
program will extend the useful service life of existing bridge assets.
Professional Engineering Services for Paseo Overcrossing Inspections, City of Santa Clarita, CA. Project Designer.
Provided support for the inspection and prioritization for the replacement projects for the following Paseo overcrossings:
John Russell Drive POC, McBean Parkway POC, and Del
Monte Drive POC. Project tasks include bridge inspections, assessments, and reports.
Del Monte Drive Pedestrian Overcrossing Replacement,
City of Santa Clarita, CA. Project Designer. Provided
planning, design, and construction phase support services to replace the existing pedestrian overcrossing (POC) over Del Monte Drive with a single-span configuration with
a prefabricated steel truss superstructure. Project tasks included: geotechnical investigation and report, survey, utility research and coordination, abutment structural calculations, preparation of plans, specifications, and estimates (PS&E), and construction support.
EL Paseo Drive Pedestrian Overcrossing Replacement,
City of Santa Clarita, CA. Project Designer. Provided
planning, design, and construction phase support services to replace the existing pedestrian overcrossing (POC)
over El Paseo Drive with a single-span configuration with a prefabricated steel truss superstructure. Project tasks included: geotechnical investigation and report, survey, utility research and coordination, abutment structural calculations, preparation of plans, specifications, and estimates, and construction support.
John Russell Drive Pedestrian Overcrossing Replacement, City of Santa Clarita, CA. Project Designer. Provided
planning, design, and construction phase support services to replace the existing pedestrian overcrossing (POC) over John Russell Drive with a single-span configuration with a prefabricated steel truss superstructure. Project tasks included: geotechnical investigation and report, survey, utility research and coordination, abutment structural calculations, preparation of plans, specifications, and estimates, and construction support.
McBean Parkway Pedestrian Overcrossing Replacement,
City of Santa Clarita, CA. Project Engineer. Provided
planning, design, and construction phase support services to replace the existing pedestrian overcrossing (POC) over McBean Parkway with a single-span configuration with
a prefabricated steel truss superstructure. Project tasks included: geotechnical investigation and report, survey, utility research and coordination, abutment structural calculations, preparation of plans, specifications, and estimates, and construction support.
Sixth Street Park, Arts, River and Connectivity (PARC)
Project, City of Los Angeles Bureau of Engineering, Los Angeles, Los Angeles, CA. Project Engineer. Responsible for providing engineering design services to prepare plans, specifications, and estimates (PS&E). Tetra Tech is providing schematic and final design, environmental documentation and permitting, public presentations, construction support services, and post-construction services for nearly 12 acres of recreational and open spaces beneath and around
the new bridge. The project includes approximately ½
mile of improvements within the Los Angeles River. These improvements will include bike trails, pedestrian access, and softening of the existing concrete lined channel. These improvements were originally envisioned in the Los Angeles River Revitalization Master Plan that Tetra Tech completed.
The City’ s goal is to make the landscape component under the new bridge a world class public space that will include an Arts Plaza, several performance stages, synthetic sports fields, river terracing, and bicycle and pedestrian pathways.
Riverside Drive near Zoo Drive Bridge Widening Over
the Los Angeles River, Bridge No. 53C-1298, City of Los Angeles, Bureau of Engineering, Los Angeles, CA. Project Designer. Responsible for providing design and survey
support. With this historic bridge falling below current design standards, Tetra Tech was contracted for the completion of environmental documentation and permitting, geotechnical and hydraulic analyses, bridge widening and retrofit, traffic and lighting upgrades, and 100% plans, specifications, and estimates (PS&E) in an effort to fix geometric deficiencies, barrier rail vulnerabilities, structural weaknesses, and Los Angeles River Bicycle Lane impedance issues. This is a
federally funded project and plan reviews and approvals by Caltrans District 7 and the Federal Highway Administration (FHWA) were required.
- 8 -
P u b l i c W o r k s D e p a r t m e n t
BRIDGE PREVENTATIVE MAINTENANCE PROGRAM
City Project No. M0127
TETRA TECHCity of Santa Clarita
Statement of Offer and Signature
COST FILE
The Bridge Preventative Maintenance Program Price Proposal for the City of Santa Clarita on the following page is valid for a 120-day period and the proposed work will be performed at the “not-to-exceed” price.
This is including all deliverables and meeting attendance that is laid out in the scope of work.
Dan Helt, PE
Regional Manager: Date: 4/19/2024 - 1 -
Price Summary / Totals
Task Pricing Totals 145,130
Bill Rate > 210.00 185.00 185.00 230.00 Specify Add'l Fees on Setup 0 Technology Use Fee
Proj Area > 145,130
Submitted to: City of Santa Clarita (Attn: Mariela Delgado) Unit Rate > $0.80
Contract Type: T&M
Unit > mile
Charged to > M&E
Project Phases / Tasks From Thru Months 726 - 296 392 26 12 Quantities > 3,600 0.00% 142,250 - - 2,880 - 145,130 2 3 4 5 Task 1.0 - Project Management 46 40 4 2 - - 9,510 - - - - 9,510 Project Adiministration 16 - 16 3,360 3,360 Health & Safety Plan 8 - 8 1,680 1,680 Project Schedule 8 - 8 1,680 1,680 Monthly Project Status Reports (4 Total) 6 - 2 4 1,160 1,160 Kick-Off Meeting (1 Total) 4 - 2 2 790 790 PDT Meetings (4 Total) 4 - 4 840 840 Task 2.0 - Bridge Inspections 500 216 284 - - 3,600 97,900 - - 2,880 - 100,780 Review Existing Documentation/Caltrans Reports 36 - 12 24 6,960 6,960 Field Inspections (66 Bridges - 18 Working Days) 360 - 180 180 3,600 71,100 2,880 73,980 Field Inspection Reports 104 - 24 80 19,840 19,840 Task 3.0 Report 180 40 104 24 12 - 34,840 - - - - 34,840 BPMP Report 180 40 104 24 12 - 34,840 - - - - 34,840 BPMP Report Write-Up 112 - 24 64 16 8 21,680 21,680 Construction Cost Estimate 68 - 16 40 8 4 13,160 13,160 Totals 726 296 392 26 12 Quantities > 3,600 0.00% 142,250 - - 2,880 - 145,130 Task Pricing
Totals Schedule
Work Days
Off
Work Days
Total
Labor Hrs Subs Travel Mat'ls & Equip ODCs
Labor
Rate Esc. Labor
Items > Fleet Vehicles
Project Engineer (Brett
Boehmke, PE, MS)
Project Engineer
(Justin Smith, PE)
QA/QC Manager (Eric
Yuen, SE, PE, MS)
The City of Santa Clarita is soliciting proposals from qualified firms to create a Bridge Preventative Maintenance Program (BPMP), to provide guidance for the maintenance and preservation of the City’s bridges, and more specifically, prioritize which bridges should be addressed based on types of repairs required to maximize the life expectancy of each structure. Total Price Unit Rate Qty's
Pricing by Resource
Structural
Project Manager
(Michael Olsen, PE,
MS)
4 Resource
Bridge Preventative Maintenance Program - CIP-23-24-M0127 Price Proposal
Revision Date:
Nov 16, 2023
Labor Plan
Tetra Tech - Confidential and Proprietary Page 1 of 1 Printed 4/17/2024
NOTICE TO PROPOSERS REGARDING CONTRACTUAL REQUIREMENTS
PROPOSAL # CIP-23-24-M0127
Bridge Preventative Maintenance Program
City Project No. M0127
City of Santa Clarita, California
1. SUMMARY OF CONTRACTUAL REQUIRMENTS
a. A contract is required for any service performed on behalf of the City of Santa Clarita (City).
b. By submitting a proposal, you have reviewed the sample contract documents contained within this request for proposals and agree to be bound by the requirements set forth.
c. Questions and requests for modification of these terms must be negotiated and approved prior to proposal submission and are at the full discretion of the City.
2. SUMMARY OF INDEMNITY AND INSURANCE REQUIREMENTS
a. These are the Indemnity and Insurance Requirements for Contractors providing services or supplies to City of Santa Clarita (City). By agreeing to perform the work or submitting a proposal, you verify that you comply with and agree to be bound by these requirements. If any additional Contract documents are executed, the actual Indemnity language and Insurance Requirements may include additional provisions as deemed appropriate by City’s Purchasing Agent.
b. You should check with your Insurance advisors to verify compliance and determine if additional coverage or limits may be needed to adequately insure your obligations under this agreement. These are the minimum required and do not in any way represent or imply that such coverage is sufficient to adequately cover the Contractor’s liability under this agreement. The full coverage and limits afforded under Contractor’s policies of Insuranc e shall be available to Buyer and these Insurance Requirements shall not in any way act to reduce coverage that is broader or includes higher limits than those required.
The Insurance obligations under this agreement shall be: 1—all the Insurance coverage and limits carried by or available to the Contractor; or 2 —the minimum Insurance requirements shown in this agreement, whichever is greater. Any insurance proceeds in excess of the specified minimum limits and coverage required, which are applicable to a given loss, shall be available to City.
c. Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. City reserves the right to require full- certified copies of all Insurance coverage and endorsements.
3. INDEMNIFICATION
a. To the fullest extent permitted by law, CONSULTANT shall defend (with legal counsel reasonably acceptable to CITY), indemnify and hold harmless CITY and its officers, agents, departments, officials, representatives and employees (collectively “Indemnitees”) from and against any and all claims, loss, cost, damage, injury (including, without limitation, economic harm, injury to or death of an employee of CONSULTANT or its subconsultants), expense and liability of every kind, nature and description that arise
from or relate to (including, without limitation, incidental and consequential damages, court cos ts, attorneys’ fees, litigation expenses and fees of expert consultants or expert witnesses incurred in connection therewith and costs of investigation) that arise from or relate to, directly or indirectly, in whole or in part, from: (1) CONSULTANT’s performance of Services under this Agreement, or any part thereof; (2) any negligent act or omission of CONSULTANT, any subconsultant, anyone directly or indirectly employed by them, or anyone that they control; (3) any actual or alleged infringement of the patent rights, copyright, trade secret, trade name, trademark, service mark or any other intellectual or proprietary right of any person or persons in consequence of the use by CITY, or any other Indemnitee, of articles or Services to be supplied in the perf ormance of this Agreement; or (4) any breach of this Agreement (collectively “Liabilities”). Such obligations to defend, hold harmless and indemnify any Indemnitee shall not apply to the extent such Liabilities are caused by the sole negligence or willful misconduct of such Indemnitee, but shall apply to all other Liabilities. The foregoing shall be subject to the limitations of California Civil Code section 2782.8 as to any design professional services performed by CONSULTANT and in particular the limitation on CONSULTANT’s duty to defend whereby such duty only arises for claims relating to the negligence, recklessness or willful misconduct of CONSULTANT as well as the limitation on the cost to defend whereby CONSULTANT will only bear such cost in propor tion to CONSULTANT’s proportionate percentage of fault (except as otherwise provided in section 2782.8).
b. The foregoing indemnification provisions will not reduce or affect other rights or obligations which would otherwise exist in favor of the CITY and other Indemnitees.
c. CONSULTANT shall place in its subconsulting agreements and cause its subconsultants to agree to indemnities and insurance obligations in favor of CITY and other Indemnitees in the exact form and substance of those contained in this Agreement.
4. INSURANCE
a. Before commencing performance under this Agreement, and at all other times this Agreement is effective, CONSULTANT will procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below:
Type of Insurance Limits
Commercial general liability: $1,000,000
Professional liability $1,000,000
Business automobile liability $1,000,000
Workers compensation Statutory requirement
b. Commercial general liability insurance will meet or exceed the requirements of ISO -CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above will be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Automobile coverage will be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto). Liability policies will be endorsed to name CITY, its officials, and employees as “additional insureds” under said insurance coverage and to state that such insurance will be deemed “primary” such that any other insurance that may be carried by CITY will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalen t. Such insurance will be on an “occurrence,” not a “claims made,” basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to CITY.
c. Pro
fessional liability coverage will be on an “occurrence basis” if suc h coverage is available, or on a “claims made” basis if not available. When coverage is provided on a “claims made basis,” CONSULTANT will continue to renew the insurance for a period of at least three (3) years after this Agreement expires or is terminated. Such insurance will have the same coverage and limits as the policy that was in effect during the term of this Agreement, and will cover CONSULTANT for all claims made by CITY arising out of any errors or omissions of CONSULTANT, or its officers, empl oyees or agents during the time this Agreement was in effect.
d. C
ONSULTANT will furnish to CITY duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, including endorsements, and such other eviden ce of insurance or copies of policies as may be reasonably required by CITY from time to time. Insurance must be placed with California-admitted insurers with (other than workers compensation) a current A.M. Best Company Rating of at least “A:VII.”
e. Waiv
er of Subrogation: The insurer(s) agree to waive all rights of subrogation against CITY, its elected or appointed officers, officials, agents, volunteers and employees for losses paid under the terms of the workers compensation policy which arise from work performed by CONSULTANT for CITY. f. Sh
ould CONSULTANT, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain such coverage at CONSULTANT’s expense and deduct the cost of such insurance from payments due to CONSULTANT under this Agreement or terminate pursuant to TERMINATION section. In the alternative, should CONSULTANT fail to meet any of the insurance requirements under this Agreement, City may terminate this Agreement immediately with no penalty. g. S
hould CONSULTANT’S insurance required by this Agreement be cancelled at any point prior to expiration of the policy, CONSULTANT must notify City within 24 hours of receipt of notice of cancellation.
Furthermore, CONSULTANT must obtain replacement coverage that me ets all contractual requirements within 10 days of the prior insurer’s issuance of notice of cancellation. CONSULTANT must ensure that there is no lapse in coverage.
h. Th
e CITY shall be entitled to any coverage in excess of the minimums required herein.
I ha
ve read and understand the above requirements and agree to be bound by them for any work performed for the City.
Au
thorized Signature: ______________________________ Date: ___________________ Pr
inted Name: ____________________________________
4/15/2024
Dan Helt, PE
DESIGNATION OF SUBCONTRACTORS/SUBCONSULTANTS
PR
OPOSAL # CIP-23-24-M0127
Bridge Preventative Maintenance Program
City Project No. M0127
City of Santa Clarita, California
Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work or labor or render service in excess of ½ of 1 percent, or $10,000 (whichever is greater) of the prime contractor's total bid . If no Subcontractors will be used fill out the form with NA. Please add additional sheets if needed.
Subcontractor DIR Registration No. Dollar Value of Work Location and Place of Business
Bid Schedule Item No’s: Description of Work
License No. Exp. Date: / / Phone ( )
Subcontractor DIR Registration No. Dollar Value of Work Location and Place of Business
Bid Schedule Item No’s: Description of Work
License No. Exp. Date: / / Phone ( )
Subcontractor DIR Registration No. Dollar Value of Work Location and Place of Business
Bid Schedule Item No’s: Description of Work
License No. Exp. Date: / / Phone ( )
NOTE: A contractor or subcontractor shall not be qualified to propose on, be listed in a proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Sectio n 1725.5 of the Labor Code. It is not a violation of this section for an unregistered contractor to submit a proposal that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded.
NA
NA
NA
REFERENCES
P
ROPOSAL # CIP-23-24-M0127
Bridge Preventative Maintenance Program
City Project No. M0127
City of Santa Clarita, California
The following are the names, addresses, and telephone numbers of three public agencies for which proposer has performed work of a similar scope and size within the past 3 years. If the instructions on this form conflict with the references requested in the scope of work, the scope of work shall govern. Complete this form out accordingly. Fill out this form completely and upload it with your proposal.
1. ________
__________________________________________________________________________ Name and Address of Owner / Agency
________
__________________________________________________________________________ Name and Telephone Number of Person Familiar with Project ________
__________________________________________________________________________ Contract Amount Type of Work Date Completed
2. ________
__________________________________________________________________________ Name and Address of Owner / Agency
________
__________________________________________________________________________ Name and Telephone Number of Person Familiar with Project ________
__________________________________________________________________________ Contract Amount Type of Work Date Completed
3. ________
__________________________________________________________________________ Name and Address of Owner / Agency
________
__________________________________________________________________________ Name and Telephone Number of Person Familiar with Project ________
__________________________________________________________________________ Contract Amount Type of Work Date Completed
T
he following are the names, addresses, and telephone numbers of all brokers and sureties from whom Proposer intends to procure insurance bonds:
_____________________________________________________________________________________ ________
_____________________________________________________________________________ City of Anaheim (Owner) Fehr & Peers (Agency) 101 Pacifica, Suite 300, Irvine, CA 92618 Mr. Matt Benjamin (949) 308-6305
$163,224 Anaheim Resort Area Mobility Plan and Engineering Feasibility Study 2019 - Ongoing City of Huntington Beach Public Works 2000 Main Street, Huntington Beach, CA 92648 Mr. Eduardo Cerda (714) 374-1750
$27,649 Huntington Beach Golden West Bridge Rehabilitation 2022 - Ongoing County of San Luis Obispo-General Services Agency 1087 Santa Rosa Street, San Luis Obispo, CA 93408 Mr. Dan Van Beveren (805) 781-4240
$716,681 Templeton to Atascadero Connector Trail Engineering Design 2014 - Ongoing NA
ACKNOWLEDGEMENT & ACCEPTANCE OF SCOPE OF WORK
PR
OPOSAL # CIP-23-24-M0127
Bridge Preventative Maintenance Program
City Project No. M0127
City of Santa Clarita, California
By providing the three (3) required signatures below, the Contractor acknowledges full understanding, complete agreement to, and accepts in its entirety, all Scope of Work for the Bridge Preventative Maintenance Program. The Contractor will be expected to perform maintenance practices and uphold the standards herein to the established Scope of Work throughout the length of the contract. *Su
pervisor’s Signature:___________________________________________Date:__________ *Est
imator’s Signature:____________________________________________Date:__________ *Ow
ner’s Signature:______________________________________________Date:__________ *A
ll three signatures required
4/15/2024
4/15/2024
4/15/2024
Please Note: Tetra Tech is a publicly traded Corporation, incorporated in Delaware. No individual or firm owns an interest of 10% or greater in our corporation's stock. As such, there are no principal owners of the company.
CITY OF SANTA CLARITA DISCLOSURE STATEMENT
PR
OPOSAL # CIP-23-24-M0127
Bridge Preventative Maintenance Program
City Project No. M0127
City of Santa Clarita, California
The following information must be disclosed:
1. List the names of all persons having a financial interest in the Request for Proposals.
2. If
any person identified pursuant to No. 1 above is a corporation or partnership, list the names of all individuals owning more than ten percent of the shares in the corporation or owning any partnership interest in the partnership.
3. If a
ny person identified pursuant to No. 1 above is a non-profit organization or a trust, list the names of any persons serving as a director of the non-profit organization or as a trustee or beneficiary or trustor of the trust.
4. H
as the offeror had more than $250.00 worth of business transacted with any member of the City of Santa Clarita staff, boards, commissions, committees, and Council within the past twelve months? If yes, please indicate the person(s) with whom you have conducted business.
NO
TE: Attach additional pages as necessary.
_____
____________________________
Signature of Offeror
_____
____________________________
Print or Type Name of Offeror
_____
____________________________
Date
Dan Helt, PE
4/15/2024
Tetra Tech, Inc.
Tetra Tech is a publicly traded Corporation, incorporated in Delaware. No individual or firm owns an interest of 10% or greater in our corporation's stock. As such, there are no principal owners of the company.
N/A
No.