Brentwood City Council
May 24, 2022

project manager for the full depth pavement rehabilitation of 3 miles of State Route 84 in Yolo County. State Route 84 is the primary route between Rio Vista and West Sacramento. The section of highway within the Project area also provides access to farmland and the east bank of the Sacramento River Deep Water Ship Channel. The shortest detour route would more than double the travel time should the roadway within the project limits need to be closed The project removed and replaced the existing structural section on a levee road. Approximate construction cost is $8 million.

Caltrans District 3 TO 9, SR 49 Culvert Rehabilitation - Nevada/Placer County, California.

Project Manager for this Caltrans District 3 task order to provide PS&E and engineering studies needed for the design to support Phase 1 of this project. The project will rehabilitate existing drainage systems that exhibit damage or need remedial treatment to preserve and extend service life; and rehabilitate a total of 24 culverts and 12 corrugated steel pipe down-drains. The specific culverts being rehabilitated are based on a 2015 District 3 Maintenance Engineering field assessment of all culverts in the project limits. Also included, are the 12 existing corrugated metal pipe down-drains to be replaced with new hot mix asphalt overside drains and flume down drains to eliminate periodic flooding associated with clogging from debris.

Caltrans District 3 TO 15, Sac 5 Corridor Enhancement Project - Sacramento, CA. QA/QC Manager for the construction engineering and technical support to develop drainage plans, specifications, and cost estimate to reflect the addition of an HOV lane in the "Boat Section" of 1-5 through a construction change order to administer the Sac 5 Corridor Enhancement project construction contract. This corridor project rehabilitated and updated Interstate 5 (1-5) from 1.1 miles south of the Elk Grove Blvd. overcrossing to Route 50 at the American River Bridge (Br# 24- 68). This project had various mainline rehabilitation strategies throughout the project. This project ultimately rehabilitated the mainline, ramps and connectors, installed ramp meters, provided operation improvements, replaced Intelligent Transportation Systems (ITS) elements, upgraded pedestrian and bicycle facilities, and improved other miscellaneous elements.

Caltrans District 3 TO 16, El Dorado-50 Culvert Rehabilitation - El Dorado County. Project Manager providing engineering support and necessary technical studies to create two Preliminary Drainage Reports for the El Dorado 50 Culvert Rehabilitation Projects, located on US50 in El Dorado County between 0.3 miles west of Bass Lake Undercrossing and 0.1 mile west of Cameron Park Drive and on US-50 in El Dorado County from El Dorado Road Undercrossing to Schnell School Road Undercrossing. The two El Dorado 50 Culvert Rehabilitation projects will rehabilitate damaged culverts and improve culvert flow characteristics, reduce the risk of clogging, eliminate embankment erosion, reduce maintenance costs, and prevent drainage runoff from overtopping the roadway and surrounding areas.

Caltrans District 3 TO 30, Gianella - Muir Safety Project – Butte County, CA. QA/QC for the Project Approval & Environmental Documentation (PA&ED) Phase of the project. The project will to improve safety on State Route 32 in Butte County. The project improvements include widening the existing shoulders, overlaying existing pavement, replacing nonstandard bridge approach rails, and adding safety lighting and extending existing culverts. Wood Rodgers is responsible for the preparation of Preliminary and Final Drainage Reports, Coordination with the Central Valley Flood Protection Board (CVFPB), 408 permitting, utility coordination and conflict identification, and assistance with the preparation of the Project Report.

Caltrans District 3 TO 31, SAC 51 Roadside Safety – Sacramento County, CA. Task Order Manager for biddable and buildable package, consisting of Plans, Specs, and Estimate (PS&E), as well as all other required engineering studies and deliverables by Design to support Phase 1 project delivery for Sac 51 Roadside Safety. State Route 51 (SR 51) is an urban freeway that provides access to Midtown and Downtown, Cal Expo, and the Arden-Arcade community in the City of Sacramento. This project proposes to implement roadside safety improvements through the State Highway Operations and Protection Program (SHOPP) on SR 51 in Sacramento County.

These improvements will be built along SR 51 from 0.1 mile south of B Street Underpass to 0.4 mile north of Arden Way Undercrossing.









 




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Packet Pg. 167 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com
BRIAN A. KRCELIC, PE
Mr. Krcelic has over 40 years of experience in the planning, design, and construction of major transportation improvement projects in California, Oregon, Washington, and Idaho. He has been responsible for the design of Expressway and Conventional Highway improvements, Freeway Interchanges, HOV and Auxiliary Lanes, Sound Barriers, drainage improvements, and various types of structures. Mr. Krcelic is well-versed in Caltrans project development procedures, including:

Project Study Reports, Project Reports, and PS&E. He has also managed numerous transportation projects for local agencies, including: street extensions; street widening; grade separations; pedestrian bridges; complete streets and traffic calming improvements; and corridor safety studies. Mr. Krcelic has also managed pedestrian improvements that, include: Safe Routes to School and ADA improvement projects.

EXPERIENCE
42nd Avenue and High Street Access Improvements – Oakland, California. Project Manager responsible for the preparation of the final construction drawings for improvements on 42nd Avenue and High Street to improve mobility at the I-880 and High Street Interchange. The project includes widening High Street from Coliseum Way to Jensen Street, extending 42nd Avenue from Oakport Street to Alameda Avenue, realigning a portion of Alameda Avenue, and extending Jensen Street from High Street to 42nd Avenue. Project improvements include modifications to 5 signalized intersections, retaining walls, landscaping, staged construction / traffic handling plans, rights of way acquisition coordination, and several utility relocations. The project will require approval of a construction permit from Caltrans District 4 for the improvements along 42nd Avenue and High Street within Caltrans right of way.

Caltrans District 3 Camino Safety Improvements Project, Camino, California. Mr. Krcelic was Project Manager for completion of PA&ED, and PS&E for this $36 million safety project. Mr. Krcelic was originally tasked to assist Caltrans staff with the completion of the PAED phase including updating cost estimates for the alternatives as well as to develop another alternative based upon community feedback. Alternative 4.7, which included a new diamond interchange on US 50 at Upper Carson Road was selected as the preferred alternative. However, due to funding constraints, Brian worked with the PDT and stakeholders to develop a phased improvement plan that could be constructed with the available funding. The PA&ED and the project phasing plan was approved in July 2018, and Brian began developing the PS&E for the first phase of the project. The PS&E for Phase 1 was completed in October 2019 and the project is currently under construction.

I-580 / Foothill Interchange PS&E – Pleasanton, California. Preparation of the PS&E and Environmental Certification for the I-580 Interchange Improvements at Foothill Road in Pleasanton. The project approval documents were prepared under the Caltrans Project approval process and include preparation of a Permit Engineering Evaluation Report (PEER) and a revalidation of the previous approved CEQA/NEPA environmental documents. The project converted the existing cloverleaf interchange (Type L-10) to a partial cloverleaf (Type L-9) and included realigning and widening the existing on and off-ramps, widening Foothill Boulevard, a freeway auxiliary lane, retaining walls, and upgraded ramp metering. The PEER included preparation of a drainage report, storm water data report, geotechnical and materials reports, site investigation report, and traffic forecast and operation analysis.

On-Call Pavement Rehabilitation 2021 (ST-21-04) – Sunnyvale, California. Project Manager to provide engineering services for this on-call contract for pavement rehabilitation services. Projects included under this contract will rehabilitate existing street segments consisting of pavement resurfacing and /or spot reconstruction/base repairs among other improvements. Wood Rodgers will identify the maintenance and rehabilitation (M&R) options and provide a treatment recommendation for each of the 17 street segments as well as developing design documents and provide construction support for this project. Additional tasks include investigating existing sites; obtaining pavement analysis through geotechnical cores and testing; assessing data and evaluation methods for rehabilitation; present and discuss recommendations and cost estimates with the City’s approval and direction; prepare plans, specifications and estimates (PS&E) for 50% design phase; prepare PS&E for 100% design phase; prepare the Bid Package; and provide bidding and construction support services.

PROJECT ROLE
Project Manager
TITLE
Principal Engineer I

EDUCATION
BS, Civil Engineering,
California State
Polytechnic University
Pomona, 1979
Certificate, Management
for Technical
Professionals, University
of California Irvine, 1989

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
33203
Registered Professional
Engineer, Oregon No.
18168
Registered Professional
Engineer, Washington
No. 34937
Registered Professional
Engineer, Idaho No. 8894

PROFESSIONAL

AFFILIATIONS
American Society of Civil
Engineers
Institute of
Transportation Engineers
American Public Works
Association
Women’s Transportation
Seminar
Walnut Creek Planning
Commission

WOOD RODGERS,
INC. START DATE
December 19, 2016









 




C.4.e
Packet Pg. 168 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Krcelic, Brian

On-Call Civil Engineering Services – Alameda County, California. Served as project manager for the On-Call Civil Engineering Services contract from 2016 to the present. Projects included:
 Palomares Road and Redwood Road Law Enforcement Pull-Out Areas – Provided design for the construction of asphalt concrete Law Enforcement and Pullout Areas along Redwood Road, from Camino Alta Mira to Marciel Road; and Palomares Road, from Palo Verde Road to Niles Canyon Road. These asphalt concrete areas are adjacent to the existing roadway to allow law enforcement vehicles to safely park and observe traffic and provide areas for law enforcement to pull over and cite vehicles.
 Arroyo Road Bridge over Dry Creek – This project to replace the existing bridge on Arroyo Road at Dry Creek, outside of the southern boundary of Livermore. This is a primarily FHWA funded project. All work will comply with FHWA and Caltrans requirements. In addition, the City of Livermore and LARPD have requested to upgrade the bridge to provide a Class 1 bicycle trail on the bridge. Construction phasing will address traffic handling through the construction area with minimal delays and disruption.
 Fairmont Median Improvement Project – Provided engineering and landscape architectural support for tree plantings in the medians for this stretch of the roadway. Improvement plans will be reviewed to ascertain new guard rail and tree locations as well as reviewing Caltrans installation and maintenance specifications for the new guard rails and tree locations.

Construction support was also part of the scope of services.

Fruitvale Crossing, Oakland Bay Trail – Oakland, California. Mr. Krcelic is serving as the Project Manager for this project to perform field survey and topographic mapping and prepared concept trail plans showing the alignment and profile for an accessible 12’ width pedestrian/bicycle path gap closure. Typical Sections were prepared to show differing conditions along the path alignment.

The Wood Rodgers team met with the City representatives and the property owner to review the conceptual trail exhibits and obtain input on the project and feedback on the concept plans.

Following the meeting with the property owner, the preliminary concepts and plans were modified to address the concerns of the property owner and 30% design plans and construction cost estimates were prepared. The City is in negotiations with the property owner on the final alignment.

Caltrans District 3, Yuba Route 20 Realignment and Widening (EA 03-0A5700) – Yuba County, California. Mr. Krcelic assisted with QA/QC for this task order to complete both the PA&ED and PS&E design phases for the widening and realignment of 4.5 miles of State Route 20 in Yuba County between Marysville Road to the Yuba River Bridge. This SHOPP project features a new Dry Creek Bridge, horizontal and vertical realignment to improve stopping sight distances, widening of Route 20 to provide standard 8 foot shoulder, upgrading all existing Metal Beam Guard Railing to current MGS standard rail, drainage extensions and new drainage facilities, removing all existing utilities within the Clear Recovery Zone, and highway lighting. Additional improvements include two way left turn lanes, right turn lanes, truck climbing lanes, local road improvements.

Caltrans District 3 TO 30, Gianella, Muir Safety Project – Butte County, California. Task Order Manager for the Pro-ject Approval & Environmental Documentation (PA&ED) Phase of the project.

The project will to improve safety on State Route 32 in Butte County. The project improvements include widening the existing shoulders, overlaying exist-ing pavement, replacing non-standard bridge approach rails, and adding safety lighting and extending existing cul-verts. Wood Rodgers is responsible for the preparation of Preliminary and Final Drainage Reports, Coordination with the Central Valley Flood Protection Board (CVFPB), 408 permitting, utility coordination and conflict identifica-tion, and assistance with the preparation of the Project Report.

Tesla Road Safety Study, Alameda County Public Works Agency – Alameda County, California.

Prepared an existing conditions report for 9.5 miles of Tesla Road in Livermore Valley between Greenville Road and the County Limits. The report included vehicle and bicycle counts, existing LOS at major intersections, posted speed limits and existing signage, travel speeds along the corridor, and a review of the collision history along the corridor. Several public meetings were held with property owners along the corridor as well as other users of the corridor to obtain input on issues along the corridor related to safety (collision history, travel speeds, etc). The data was then used to develop potential safety improvements along the corridor. 








 




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Packet Pg. 169 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com
ROLE
Civil/Street Design

EDUCATION
BS, Civil Engineering,
California State
University, Sacramento,
2010

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
86371, 2016

WOOD RODGERS,
INC. START DATE
April 30, 2018

DEAN ZURCHER, PE
Mr. Zurcher has experience in the design of various transportation facilities, both on and off the State Highway System. His current roles include Deputy Project Manager, Project Engineer and Transportation Engineer. He has assisted in PA&ED, delivered PS&E, and assisted clients with utility coordination, Right-of-way determination and mapping, and permitting. Mr. Zurcher is an expert in Civil 3D, AutoTURN, Microsoft Suite of Products, and Adobe/Bluebeam software (PDF).

Dean is also a Veteran and served 4 years in the US Army.

EXPERIENCE
Happy Valley Road Embankment Repair – Contra Costa County, California. Mr. Zurcher is providing roadway design for the 100% level plans, specifications, and cost estimates for this project to addresses structural repair of the damaged roadway embankment along Happy Valley Road northwest of the City of Lafayette. During heavy winter storm activity, runoff from the inboard roadside drainage swale and an adjacent corrugated metal pipe (CMP) culvert exceeded capacity, and flowed across the paved roadway surface, over the outboard shoulder, and down the embankment slope. As a result of slope erosion or in combination with the loss of toe support, a portion of the roadway embankment failed.

Arroyo Road Bridge – Contra Costa County, California. Lead Roadway Engineer for the replacement of an existing bridge across the Dry Creek. This project will replace the bridge with a 25' structure and is funded through the Highway Bridge Program (HBP). Design includes roadway geometrics, drainage design, signing and striping, stage construction, traffic handling, driveway design, erosion control, utility relocation, right-of-way determination and overall civil plans, specifications and estimate. Wood Rodgers is currently preparing the 65% PS&E for submittal in the spring of 2021.
42nd Avenue and High Street Access Improvements – Oakland, California. Mr. Zurcher provided engineering support for the preparation of the final construction drawings for improvements on 42nd Avenue and High Street to improve mobility at the I-880 and High Street Interchange. The project includes widening High Street from Coliseum Way to Jensen Street, extending 42nd Avenue from Oakport Street to Alameda Avenue, realigning a portion of Alameda Avenue, and extending Jensen Street from High Street to 42nd Avenue. Project improvements include modifications to 5 signalized intersections, retaining walls, landscaping, staged construction / traffic handling plans, rights of way acquisition coordination, and several utility relocations. The project will require approval of a construction permit from Caltrans District 4 for the improvements along 42nd Avenue and High Street within Caltrans right of way.

Meekland Avenue Bridge (33C0206) and Roadway Improvement Project – Alameda County, California. Roadway Engineer for Project Approval and Environmental Documents (PA&ED) and to prepare Plans, Specification, and Estimate (PS&E) for construction and replacement of the existing bridge on Meekland Avenue over San Lorenzo Creek, approximately 300 feet south of East Lewelling Boulevard. The existing roadway and bridge serve as a collector road serving schools, residences and commercial businesses. The project involves replacement of the existing bridge and multimodal improvements to 3,700 feet of the roadway corridor. The bridge will include additional sidewalk widths, a new Class II bike facilities, and aesthetic railings/barriers.

The roadway improvements include pavement reconstruction/rehabilitation, additional sidewalk widths, new Class II bike facilities, utility relocations, street trees and clean water rain gardens, ADA compliant curb returns and driveways, and street lighting upgrades. Construction phasing will address traffic through the construction area, with minimal delays and disruption. This project utilizes local, state, and federal funds. All design and environmental work will conform to Alameda County, FHWA/AASHTO, and Caltrans standards. Additional coordination is required with US Army Corps of Engineers, Alameda County Flood Control & Water Conservation District, and two Advisory Committees. Right of Way services includes potential sliver acquisitions along 55 of 102 frontage parcels.

Caltrans District 3 Camino Safety Improvements – Camino, California. Mr. Zurcher is Lead transportation engineer for the completion PS&E for a $35 million safety project. Project 








 




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Packet Pg. 170 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Zurcher, Dean

features include roadway widening, installation of median barrier, and improvements to local roads, including a new undercrossing of US 50. Project also included updating cost estimates for the proposed alternatives as well as to develop another alternative based upon community feedback. Working with Caltrans and the local stakeholders, and considering budgetary constraints, a preferred alternative was selected, and the PAED was approved and PS&E completed in May of 2019.

Caltrans District 1, 5th Street Safety Improvements – Eureka, California. Project Engineer for design services for this safety project. This safety improvement project is located within the city of Eureka on Highway 101. The facility is a two-way, four-lane highway referred to as Broadway Street between the Eureka city limits and the beginning of the NB) / SB couplet. After the split, the NB section of US 101 becomes a three lane, one-way facility and is locally known as 5th Street. This section of NB US 101 also serves as a main street for the City of Eureka and lies within the “Downtown Eureka” area.

Caltrans District 3 TO 30, Gianella, Muir Safety Project – Butte County, California. Mr. Zurcher provided QA/QC for the Project Approval & Environmental Documentation (PA&ED) Phase of the project. The project will to improve safety on State Route 32 in Butte County. The project improvements include widening the existing shoulders, overlaying existing pavement, replacing non-standard bridge approach rails, and adding safety lighting and extending existing culverts.

Wood Rodgers is responsible for the preparation of Preliminary and Final Drainage Reports, Coordination with the Central Valley Flood Protection Board (CVFPB), 408 permitting, utility coordination and conflict identification, and assistance with the preparation of the Project Report.

Highway 49 Sidewalk Gap Closure – Auburn, California. Mr. Zurcher is the lead roadway engineer for Placer County Transportation Planning Agency (PCTPA) to deliver the Project Approval and Environmental Document (PAED), Plans, Specifications, and Estimate (PS&E), and Right-of-Way (R/W) Engineering Support for the Highway 49 Sidewalk Gap Closure Project. The project will install about 18,000 linear feet of sidewalk along various segments of Highway 49 from its intersection with Interstate 80 to Dry Creek Road. In addition, the project includes a new pedestrian bridge, ADA improvements in selected locations, and traffic operational improvements. Wood Rodgers is also providing funding assistance to allow for completion of all needed sidewalks.

On-System Road Rehabilitation Project (Zone 3) – Paradise, California. Engineering support for final design activities and systemic intersection safety improvements for the Zone 3 area which includes Pentz Road south of the intersection of Pentz Road/Skyway to the intersection of Pentz Road/Bille Road and all of the associated peripheral roadways feeding off this northern section of Pentz Road. Projects included under this task order include projects associated with the OnSystem Road Rehabilitation Project ER38Y0 (012) and Systemic Intersection Safety Improvement Project HSIPL 5425 (041). Scope of services include surveying and base mapping, Geotechnical/Pavement Design Report, Pavement Design Memorandum, utility coordination, preliminary roadway, signal, intersection and HSIP improvement design’ plans, specifications and estimates (PS&E), Caltrans coordination; public outreach and engagement; bidding assistance; and construction support.

Caltrans Segment 3A and 3B Construction Support – Antioch, California. Assistant Engineer for this $125 million roadway widening and interchange reconstruction project on SR 4 in Antioch, California. This project widens 3.2 miles of SR4 from four lanes to eight lanes beginning at the A Street/Lone Tree Way Interchange and terminating at the SR 4/160 Interchange. Responsible for the preparation of contract change order drawings and related design changes including assisting in the review of requests for information. Design efforts included modifications to the stage construction and traffic handling to combine stages or create additional stages, retaining wall design and quantities, revisions to medians and curb ramps to modify curb elevations, revisions to medians to include stamped concrete, revisions to contrasting surface treatment design, analyzed truck turning movements at requested locations, and modified relinquishment maps per Caltrans direction. Construction was completed in the summer of 2016. 








 




C.4.e
Packet Pg. 171 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Civil/Street Design &
Traffic Engineering
TITLE
Associate, Engineer II

EDUCATION
BS, Civil Engineering,
University of California,
Davis, 2005

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Civil Engineer, California
No. 73207
Registered Professional
Civil Engineer, Nevada
No. 22622
Registered Professional
Traffic Engineer,
California No. 2621

WOOD RODGERS,
INC. START DATE
August 8, 2005

ADDITIONAL

TRAINING
x AutoCAD
x Civil 3D
x Microstation
x Geopak
x SignCAD
x AutoTURN
x Synchro
x Highway Capacity
Software
x Interactive
Highway Safety
Design Model
x Microsoft Word,
Excel, Project

STEVEN ROBINSON, PE, TE
Mr. Robinson is a Transportation Design Engineer and Transportation Planner specializing in Roadway Improvements and Roadway Design, with additional expertise in the preparation of Project Study Reports, Traffic Impact Studies, and Traffic Operations Analyses Reports.

Mr. Robinson has evaluated and designed intersection, interchange, and roadway improvements, roadway geometrics and profiles, storm drainage facilities, signing and striping, stage construction/traffic handling, and has prepared construction plans, specifications, and cost estimates for several roadway widening and improvement projects throughout Central and Northern California.

EXPERIENCE
Section 130 Railroad Grade Crossing Improvements – Oakland, California. Mr. Robinson is the Project Engineer responsible for PS&E for connecting disconnected sidewalks across three separate Union Pacific Railroad crossings in the City of Oakland. The improvements include constructing ADA compliant sidewalks across the tracks, replacing and installing new railroad crossing gates and lights, pavement rehabilitation, driveway improvements, and upgrading signing and striping to current standard. One crossing also includes connecting the railroad crossing gates to an adjacent signal for preemption. The project requires preparing GO-88B’s for coordination with Union Pacific Railroad and the California Public Utilities Commission. PS&E is anticipated to be completed in Spring 2017.

Keating Avenue Rehabilitation – Sebastopol, California. Mr. Robinson was the Design Engineer to prepare PS&E for the pavement rehabilitation of Keating Avenue for the City of Sebastopol.

The pavement of Keating Avenue was 50 years old and needed to be fully replaced. Several businesses and residences use Keating Avenue for access, so developing a traffic handling plan that maintained access during construction was critical. Additionally, ADA access ramps were checked and corrected as necessary, and an encroachment permit was secured from Caltrans for work within the State right of way. Wood Rodgers also coordinated utility relocations and the installation of a water line to serve a proposed development. This project was funded by a One Bay Area Grant. Construction was completed in 2015.

US 50 Stateline Community Revitalization Project PA/ED – South Lake Tahoe, California/Nevada. Mr. Robinson is the Project Engineer for this project to complete the Project Approval/Environmental Document and Project Report for the US 50 Stateline Community Revitalization Project. This $75 million project stretches approximately two miles along US 50 at the California/Nevada state line area (known as Stateline) within the City of South Lake Tahoe in California and Douglas County in Nevada. The project is evaluating the feasibility of realigning US 50 around the commercial core area at Stateline in order to promote multi-modal opportunities in the area and meet Tahoe Regional Planning Agency environmental thresholds. The project involves coordinating approvals from nine different local, state, and federal agencies, along with working with several local stakeholders.

State Route 49/Parrotts Ferry Road Improvements – Tuolumne County, California. Mr.

Robinson was the Project Engineer responsible for developing conceptual roadway improvements for Parrotts Ferry Road between State Route 49 and Sawmill Flat Road in Tuolumne County in 2012. Parrotts Ferry Road is a rural two lane road that serves as the main route between the communities of Sonora and Columbia, and also serves Columbia College. Mr.

Robinson developed different concepts to widen Parrotts Ferry Road to four lanes, and developed intersection improvement concepts for the SR 49/Parrotts Ferry Road intersection and Sawmill Flat Road/Parrotts Ferry Road intersection, including concepts with traffic signals and roundabouts. Preliminary cost estimates were prepared for each concept, which were used by Tuolumne County to obtain grant funding for constructing improvements at the State Route 49/ Parrotts Ferry Road intersection and for constructing a transit center.

Mr. Robinson is the Project Engineer responsible for preparing PS&E for improvements at the State Route 49/ Parrotts Ferry Road intersection. The intersection improvements consist of removing an existing free-right turn lane that has a history of accidents and replacing it with a standard right turn pocket. Sight distance improvements on Parrotts Ferry Road, along with 








 




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Packet Pg. 172 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Robinson, Steven

signal modifications at the State Route 49/ Parrotts Ferry Road intersection and driveway modifications to an adjacent bed and breakfast will be included. PS&E was completed in 2017 and is awaiting the City to move forward with construction. .

CAPM Sacramento SR 99 Project – Galt, Elk Grove, and Sacramento, California. Mr. Robinson is providing roadway design for the preparation of the PA&ED and PS&E for the nearly $40 million major roadway rehabilitation project for over 12 miles of roadway on one of the regions busiest routes, and corrects access and ADA deficiencies at 10 interchanges along the route. This included over 80 segments of sidewalk and over 100 curb ramps, upgrading over 70 segments of guardrail to current standards, landscape work, relocation of overhead signs, and upgrading striping to 2018 standards.

State Route 20 Colusa Rehabilitation PA&ED and PS&E – Colusa, California. Mr. Robinson was the Design Engineer for this 1-mile long roadway rehabilitation and complete street project along State Route 20 through Colusa. The project reconstructed the existing pavement surface to improve ride quality and extend the life of the existing pavement. Additionally, the project replaced curb and gutter and constructed a new storm drain system that will collect runoff and serve as the main drainage system for the entire eastern side of the City of Colusa. Existing sidewalk, driveways, and curb ramps were reconstructed to meet ADA standards. All overhead utilities were underground as part of a special district created under Rule 20. Construction was completed in 2020.

Caltrans District 3 Camino Safety Improvements Project – Camino, California. Mr. Robinson is providing roadway design support for completion of PA&ED, and PS&E for this $35 million safety project. Project features include roadway widening, installation of median barrier, and improvements to local roads, including a new undercrossing of US 50. Project also included updating cost estimates for the proposed alternatives as well as to develop another alternative based upon community feedback. Working with Caltrans and the local stakeholders, and considering budgetary constraints, a preferred alternative was selected, and the PAED was approved in July 2018. PS&E for the project was completed in 2019 and construction is ongoing.

White Rock Road Widening (Fitzgerald Road to 0.5 Miles East of Rancho Cordova Parkway) – Rancho Cordova, California. Mr. Robinson is the Lead Project Engineer for providing preliminary engineering services, including working with the City on NEPA and CEQA approval, for this project to prepare PS&E to widen White Rock Road. He led the preparation of 60% level plans for the ultimate project, which will widen White Rock to a six lane roadway to the eastern City Limits with bike lanes, a divided landscaped median, curb, gutter and sidewalk, and drainage system. The project also required relocating SMUD 69kv overhead electrical facilities, AT&T and Verizon fiber optic and telecommunication cables, PG&E gas main, and Sacramento County Water Agency water main. Due to the City obtaining federal funding, assisted the City with the Caltrans Local Assistance Right of Way and Utility Certification process. Additionally, the project obtained right of way and easements from 15 parcels.

Riverfront Street Extension Project – West Sacramento, California. Mr. Robinson is the Project Engineer for this $5 million project to extend Riverfront Street in the Bridge District area of West Sacramento, and widen Fifth Street. Both Riverfront Street and Fifth Street extend beneath US 50, requiring new Caltrans easements and coordination. The project also requires reconstructing the eastbound US 50 on-ramp at Fifth Street due to grade changes along Fifth Street, and makes signal and safety improvements at the westbound US 50 off-ramp. To complete a bicycle connection between the existing bike lanes on 15th Street and the River Walk Trail, the project will construct a Class 4 Cycle Track along Fifth Street, and new curb, gutter, and sidewalk for pedestrians. The project also is installing sewer, water, storm drain, gas, and electric infrastructure for future development along Riverfront Street. Because of the close proximity to the Sacramento River, an innovative infiltration drainage system was designed to allow runoff to infiltrate under the roadway prior to entering the storm drain system. 








 




C.4.e
Packet Pg. 173 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Civil/Street Design
TITLE
Project Engineer II

EDUCATION
BS, Civil Engineering,
Purdue University, West
Lafayette, IN, 2013

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, Illinois No. 062-
069553

WOOD RODGERS,
INC. START DATE
January 5, 2022

KEVIN QUALIARDI, PE(IL)
Mr. Kevin Qualiardi is a project engineer specializing in preliminary engineering studies and final design/PS&E preparation of state, county and municipal transportation improvement projects. He is responsible for concept and final geometric design, the preparation of design reports and the delivery of Plans, Specifications and Estimates (PS&E).

Mr. Qualiardi’s multidisciplinary experience includes preliminary engineering studies and final design/PS&E preparation of geometric design, drainage engineering, 3-dimensional corridor modeling and template design, intersection design, right-of-way impact analysis, public involvement procedures, utility coordination, contract specifications, contract administration and financial management, scope and risk management, quality control of all work and project deliverables.

Mr. Qualiardi leads preliminary engineering studies project deliveries, authors preliminary engineering reports and environmental study deliverables, leads final design/PS&E preparation, assists in the authoring of proposals, works to align the project stakeholders at the state and local level, manages and reviews the work of subcontractors, contributes to client outreach efforts, assists in the financial projections and budgets for individual projects, assists in the preparation of contracts, resolves critical issues, and oversees junior staff.

EXPERIENCE
On-Call Pavement Rehabilitation 2021 (ST-21-04) – Sunnyvale, California. Provided engineering services for this on-call contract for pavement rehabilitation services. The current project includes rehabilitation of existing street segments consisting of pavement resurfacing and /or spot reconstruction/base repairs among other improvements. Project tasks include the preparation of final design plans and the generating of a detailed engineer’s cost estimate.

Lake County Division of Transportation, York House Road Improvement Preliminary Engineering Studies – Waukegan, Illinois. Served as the Project Engineer for this project to provide alternatives analysis of a 3-mile segment of York House Road in the Village of Beach Park and City of Waukegan, IL. Alternatives considered consisted of roadway widening for the installation of a two-way left turn lane, bike friendly shoulders, and a 7-foot sidewalk. Project tasks included reviewing and providing comments on subconsultant provided survey data for the existing conditions plans, and overseeing the creation of existing condition exhibits to serve as meeting material for first public informational meeting; provided public meeting deliverables for the online public forum and then summarized forum comments and responded to comments to address public input; developed alternatives analysis of a 3-Dimensonal corridor model for the project alternatives using Bentley Geopak SS10; and developed an ESR package (Environment Survey Request) including potential project impact limits, historical building impact (HIS), wetland analysis, and special waste analysis.

Lake County Division of Transportation, Ela Road at Long Grove Road Intersection Improvement – Lake County, Illinois. Served as Project Engineer providing final design and PS&E preparation for this roadway widening and resurfacing at the Ela Road and Long Grove Road intersection which also includes drainage improvements along the project corridor to improve safety and capacity.

Tasks included PS&E preparation including general notes, maintenance of traffic, removals, plan and profile, typical, alignments and ties, ADA-compliant curb ramps, driveway grading details, pavement markings, and signage plans; utility coordination with various local utilities regarding potential conflicts resulting from the improvement and reviewed permitting applications for acceptable relocations; completed permit applications and developed the necessary supporting materials for an USACE 404 permit, an Illinois DOT permit for traffic signal installation, and a NPDES permit for stormwater discharge during construction.

Chicago Department of Transportation, Grand Avenue Reconstruction from Chicago Avenue to Damen Avenue Final Design – Chicago, Illinois. Served as Project Engineer providing final design and PS&E preparation for this project to reconstruct a 1.3-mile segment of West Grand Avenue in Chicago. Tasks included providing PS&E including the plan and profile sheets, detailed maintenance of traffic staging sheets, and cross sections; and utility coordination including refined 








 




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design where possible and practical to avoid utility conflicts and working with the utility companies to help develop relocation plans where conflicts could not be avoided.

Lake County Division of Transportation, Ela Road at Long Grove Road Intersection Improvement – Lake County, Illinois. Highway Engineering Specialist for this project to provide alternatives analysis and planning for the Ela Road and Long Grove Intersection in Lake County. Tasks included assisting with the development of public meeting materials that were presented and used to facilitate engagement with the project stakeholders and solicit public opinion on the project alternatives; and generated the detailed design of the preferred alternative geometry using Bentley Geopak SS10 software to develop a horizontal/vertical alignment and ultimately a 3- dimensional model based on the typical section.

Illinois Department of Transportation, IL-31 from IL-176 to IL-120 Widening – Chicago, Illinois.

Highway Engineering Specialist performing preliminary engineering studies for this project to perform alternatives analysis for a planned widening of two lanes to four lanes with a 30-foot median, stormwater conveyance and treatment, and utility relocation. Tasks included creation of full-sized roll plots using Microstation V8i for the use of a meeting exhibit to present to the public at the public meeting and the public hearing; developed detailed concrete ADA ramp design at intersection quadrants to ensure the sidewalk/crosswalk design adhered to ADA requirements; and assisted with preparation of the Project Report including creating geometric exhibits and revising the project narrative to address client comments.

Illinois Department of Transportation, PTB 189-009, Ida B. Wells Drive Structures at Old Post Office – Chicago, Illinois. Served as Engineering Specialist providing preliminary engineering studies for the preparation of a project report for the structural rehabilitations to Ida B. Wells Drive (formerly Congress Parkway) at the Old Post Office in Chicago. Tasks included development of a 3D corridor model using Geopak SS10 which was used to develop the roadway geometric plan and profile, typical sections, and cross section plan sheets for the preferred alternative geometry, which was included in the project report and the bridge condition reports; led the effort in preparation of the Project Report, which included authoring a detailed description of the existing/proposed project conditions to include in the project narrative at the beginning of the report and assembling the documentation of the various project coordination items such as client/stakeholder meetings, reports/studies, environmental clearance certifications, and proposed geometric plans.

Chicago Department of Transportation, Canal Street Viaduct Rehabilitation Final Design/PS&E Preparation – Chicago, Illinois. Engineering Specialist for final design and PS&E preparation for this $12 million rehabilitation of an 850-foot long section of Canal Street between Madison Street and Adams Street in Chicago. Tasks included project model development including creation of a 3D model using Bentley Geopak SS10. The model was used in conjunction with sheet composition tools to develop the roadway plan and profile sheets, the cross sections, and to provide clearance/spot grade information for the structural design. Additional tasks included assembling the project specific specifications.

Illinois Department of Transportation, Washington Street Reconstruction Preliminary Engineering Studies – Chicago, Illinois. Engineering Specialist for preliminary engineering studies for the preparation of horizontal/vertical layout and the environmental analysis preparation for the 5-lane Washington Street Bridge over US 41 (Skokie Highway) and the 5-lane bridge carrying Washington Street over two tracks of Union Pacific (UP) main line. Tasks included project model maintenance including performing design alterations to the project template and regenerating the project corridor model using Bentley OpenRoads SS10 to address client comments related to an intermediate submittal; used Microstation V8i to develop aerial exhibits to be used in the Bureau of Design & Environment – Environmental Survey Request process; and contributed to the writing of the narrative for the project development report which included detailed description of the existing project conditions, geometrics improvements, design criteria, and bicycle and pedestrian accommodations.









 




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Packet Pg. 175 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

KEVIN GUSTORF, PE

PROJECT ROLE
Wet Utility Design
TITLE
Principal Engineer II

EDUCATION
BS, Civil Engineering,
Loyola Marymount
University, 1999

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
64755
Registered Professional
Engineer, Nevada No.
018880
Qualified SWPPP
Developer (QSD)

PROFESSIONAL

AFFILIATIONS
American Council of
Engineering Companies
(ACEC), Sierra Chapter
President
American Society of Civil
Engineers (ASCE),
Member, 337465
American Water Works
Association (AWWA),
Member, 00511135
Association of Water
Agencies Ventura
County, Member
Orange County Water
Association (OCWA),
Member, 861
Water Environment
Federation (WEF),
Member, 17557223
Certified Trainer for
Accredited Project
Management Training
Program
Mr. Gustorf is a registered professional engineer with over 22 years of leadership and expertise in the water resources field. His experience in water resource engineering includes the planning, design, construction and management of a wide variety of projects for local municipal public works agencies, special districts and private sector clients throughout the state of California. His diverse project experience includes water and wastewater master planning, hydraulic modeling, hydraulic analysis and studies. He is an expert on several different modeling platforms and has conducted presentations on modeling throughout the Western U.S. Mr. Gustorf’s design experience includes the design of water and wastewater pipelines, pump stations, lift stations, flow/pressure control facilities, wells, tanks and reservoirs. His projects have included both new designs, as well as the repair and rehabilitation of existing facilities.

Mr. Gustorf has managed projects ranging from small task orders, to large multi-discipline, complex projects with multi-million-dollar design fees. As project manager, he has maintained the goal to deliver quality projects for clients, meeting the financial expectations of the firm. He has managed hundreds of projects, all of which have met or come below budgets. In addition, clients have executed follow-up on-call agreements due to the high-level of service and quality.

EXPERIENCE
Emeryville Sewer & Storm Drain On-Call – Emeryville, California. Mr. Gustorf is the Principal-inCharge and Project Manager providing on-call professional civil/environmental services to the City of Emeryville for Sanitary Sewer & Storm Drain design, capacity analysis, regulatory compliance, compliance with EBMUD Consent Decree regarding Sanitary Sewer maintenance and operation, Sanitary Sewer and Storm Drain Master Plan development and implementation, plan review for Sanitary Sewer and Storm Drain impacts relating to private development and dealing with the public.

Coordination and support are also being provided in for Federal/State/Local funding, Local Assistance Program Guidelines (LAPG) and policies, and regulatory and environmental permitting as it relates to public infrastructure improvements within the BCDC jurisdiction.

Caltrans District 3, US 50 Camino Safety Project, Sacramento County, California. Mr. Gustorf is responsible for overseeing the pipeline design team. As part of the Caltrans Camino Safety Improvement Project, Wood Rodgers is also providing design services to relocate approximately 800 feet of 30” and 800 feet of 36” AWWA C303 concrete cylinder pipe 1,100 LF of new 12” ductile iron pipe waterline outside of the roadway improvement limits. The project, which has an accelerated schedule, requires coordination with the EID as well as Caltrans to ensure all stakeholder requirements are met.

Del Monte Boulevard & Patton Parkway Extension Project – Marina, California. Engineering support for the preparation of a Drainage Memorandum, and the completion of the FEMA MT-2 Forms 1 and 2, Overview & Concurrence and Riverine Hydrology & Hydraulics to support a CLOMR request to FEMA. To date, the team has compiled the MT-2 forms with a cover letter and 60% plans and calculations into a CLOMR request submittal package.

Integrated Water Resources Master Plan – City of Beverly Hills, California. 2019. Project Manager.

The City of Beverly Hills prepared an Integrated Water Resources Master Plan that included the evaluation of all of their wet infrastructure systems, with the goal of identifying opportunities to efficiently utilize their water resources and develop integrated projects. Wood Rodgers, as a subconsultant to Hazen & Sawyer, prepared the sewer system and storm drain system sections of the City’s Integrated Water Resources Master Plan. The City owns and operates the sewer collection system within the City limits serving approximately 34,000 residents and businesses. The sewer collection system consists of approximately 100 miles of gravity pipelines and approximately 2,200 manholes. The City’s collection system ranges in diameter from 6-inch to 36-inch pipe.

Approximately half of the City’s collection system was constructed in the 1930’s. Wood Rodgers completed a detailed analysis of the City’s sewer collection system, which included four weeks of flow monitoring that was used to develop sewer generation rates, peaking factors and diurnal patterns. The system analysis included updates the GIS geodatabase the development of an extended period simulation hydraulic model using the InfoSewer modeling platform. The results of the capacity and condition analysis resulted in proposed capital improvement projects to upgrade 








 




C.4.e
Packet Pg. 176 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Gustorf, Kevin

WOOD RODGERS,
INC. START DATE
April 23, 2018
the system capacity and rehabilitate aging infrastructure. Wood Rodgers also conducted a detailed analysis of the storm drain system. The City’s owns and operates the storm drain conveyance network within the City limits, which conveys local runoff and storm water flows to the Los Angeles County drainage channels which run through the City. The storm drain analysis included the review and coordination between the City’s geodatabase and the County storm drain geodatabase. A 2- dimensional model was developed in InfoWorks ICM to analyze the capacity of the storm drain conveyance system within the City limits to accommodate a 10-year, 25-year and 50-year storm event. Proposed projects were coordinated with the City’s water quality project list. The results of the capacity and condition analysis resulted in proposed capital improvement projects to upgrade the system capacity and rehabilitate aging infrastructure.

Groveland Integrated Water and Wastewater Master Plan – Groveland, California. Mr. Gustorf is the Principal-in-Charge of this Integrated Water and Wastewater Master Plan (referred hereafter as the GCSD Master Plan or Master Plan) to provide a 20-year roadmap for the water and wastewater services provided by the GCSD. The Master Plan will help determine the projects needed to repair, replace, and/or upgrade the GCSD’s aging infrastructure to increase system operating efficiencies and reliability, while improving cost predictability and maintaining a high level of customer satisfaction into the future. The Master Plan will proactively address increasingly stringent water quality and environmental regulations to protect public health and promote stewardship of the Sierra Nevada and Sacramento/San Joaquin River Delta; and it will serve as a guide to establish future rates and charges to allow GCSD to prioritize available funding and the pursuit of grants to complete the required projects. The Master Plan will outline a strategy to improve maintenance and asset management, prioritize new facilities and interweave the necessary upgrade or decommission of existing facilities. The work effort included the development of a Geodatabase of the District’s water supply and distribution system, and the wastewater water collection system. The geodatabases were then developed into a hydraulic model of each system, utilizing the InfoWater and InfoSewer platforms. The hydraulic models were evaluated to identify system deficiencies, and opportunities to improve operational efficiency. The project included a condition assessment of the District’s WWTP, three (3) Water Treatment Plants, five pump stations, five tanks, and sixteen (16) lift stations.

Sewer and Water Master Plan Updates – City of Del Mar, California. Project Manager providing engineering and related professional services to the Public Works Department under an on-call contract. Under this contract, staff have provided plan checking services on over 30 projects. The firm provides the full range of disciplines to support these on call efforts including plan checking for water and sewer systems. As part of the on-call services contract, prepared Sewer and Water Master Plan Updates, which were completed in 2015; and prepared a Sewer and Water Master Plan Update for the City of Del Mar to help the City identify improvement projects that will help each system operate more efficiently. The City is primarily built out and significant increases in demand are not expected. Performed a condition assessment of the tanks and reservoirs within the system, and analyzed the hydraulic model to determine if the existing storage and pump station operation was the most efficient and reliable for the City. For the wastewater collection system, provided evaluation of the capacity of the system to be able to convey a majority of the wastewater flow to a new outlet discharge, on the opposite side of the City. This required a comprehensive hydraulic model and pump station capacity analysis. The project included the following tasks: Documenting and Analyzing Historical and Existing Water Demands and Wastewater Flows; Updating and Calibrating a Water Hydraulic Model using InfoWater; Developing and Calibrating Sewer Hydraulic Model using InfoSewer; Performing a Condition Assessment of the Water Facilities; Analyzing the Capacity and Operational Efficiency of the Water Distribution System; Analyzing the Capacity of the Sewer Collection System Documenting the Results, Findings and Recommendations and Preparing a combined Master Plan Report; Preparing a 10-Year Capital Improvement Program. 








 




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JEREMIAH MCMAHON, PE
Mr. McMahon has eleven years of water resources engineering experience. He has been a licensed professional engineer since 2011. His general engineering experience includes process technical design; operation and maintenance manual development; hydraulic facility inspection and assessment; hydraulic structure design; and construction support. Mr. McMahon’s water resources engineering experience extends from municipal wastewater treatment field, wastewater collection systems, water distribution systems to storm drainage systems.

EXPERIENCE
City of Oakland Trash Capture Analysis and Conceptual Design – City of Oakland, California. Mr.

McMahon served as the lead civil design engineer for the development of utility research, trash capture sizing and selection, hydraulic modeling, alternative analysis, conceptual design, and cost estimation. The completion of this project notably developed improvements which eliminated large trash capture head losses.

Marin City Trash Capture Device Hydraulic Impact Analysis and Final Design Layout – City of Marin, California. Mr. McMahon is the lead civil manager currently providing detailed technical analysis of hydraulic impacts and mitigations as well as final design layouts for infrastructure improvements associated with large full trash capture devices being planned for the storm drain system in Marin City, County of Marin. The project will be built and maintained to be in compliance with the NPDES municipal separate storm sewer systems (MS4) program as required by the State of California Regional Water Quality Control Board.

Town of Danville Storm Drainage Master Plan – Danville, California. Mr. McMahon is the lead engineer responsible of visually inspecting, documenting, and assessing the condition of 130 storm water drainage features for the Town of Danville (Town.) ArcGIS Survey 123 digital inspection forms were used to document observed deficiencies, assign condition ratings, record physical attributes (diameter, material, rim-to-invert depth, etc.) and attach photos / 4K videos.

A pole mounted inspection camera was used to photograph the storm water pipes at manhole connections. ArcGIS Survey 123 digital inspection forms, photos and 4K video were integrated into the Town’s geodatabase and the physical attributes data was reconciled. Each inspected storm water drainage feature was assigned a structural condition rating based on the observed deficiencies. Repair recommendations for each deficiency were cost estimated and prioritized.

Operation and maintenance recommendations were given to restore the hydraulic capacity and functionality to the facility based on sedimentation and debris observed during the inspections.

Port of Oakland - Stormwater Management and Tidal Flooding Vulnerability Assessment at the North Field Oakland International Airport – Oakland, California. Mr. McMahon is the lead engineer responsible of visually inspecting, documenting, and assessing the condition of 170 storm water drainage features for the Port of Oakland. ArcGIS Survey 123 digital inspection forms were used to document observed deficiencies, assign condition ratings, record physical attributes (diameter, material, rim-to-invert depth, etc.) and attach photos / 4K videos. A pole mounted inspection camera was used to photograph the storm water pipes at manhole connections. ArcGIS Survey 123 digital inspection forms, photos and 4K video were integrated into the Port’s geodatabase and the physical attributes data was reconciled. Each inspected storm water drainage feature was assigned a structural condition rating based on the observed deficiencies.

Repair recommendations for each deficiency were cost estimated and prioritized. Operation and maintenance recommendations were given to restore the hydraulic capacity and functionality to the facility based on sedimentation and debris observed during the inspections.

Contra Costa County Storm Water Facility Conditions Assessment – Contra Costa County, California. Mr. McMahon is the lead engineer responsible for assessing the condition of multiple storm water facilities for the Contra Costa County Flood Control and Water Conservation District.

Three (3) drop structures, one (1) drainage basin, and 4,700 lineal feet of concrete channels were visually inspected using the District’s standardized checklists. All of the observed deficiencies were photo documented, logged, and rated. Each component of the facility was assigned a structural condition rating based on the observed deficiencies. Repair recommendations for each deficiency were cost estimated and prioritized. The overall remaining design service life of the structure was estimated based on its age and current condition. Finally, operation and

PROJECT ROLE
Wet Utility Design
TITLE
Civil Engineer

EDUCATION
MS, Civil Engineering, Iowa
State University, Iowa,
2015
BS, Civil & Environmental
Engineering, South Dakota
State University, South
Dakota, 2006

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Civil Engineer, California
No. 89821
Registered Professional
Civil Engineer, South
Dakota No. 10401
WOOD RODGERS, INC.

START DATE
July 17, 2017









 




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maintenance recommendations were given to restore the hydraulic capacity and functionality to the facility based on sedimentation and debris observed during the inspections.

West Marin Drainage Rehabilitation – Marin County, California. Mr. McMahon is the lead design engineer responsible for assessing the condition of the roadway culverts and rehabilitation design of deficient culverts. 150 roadway culverts along Lucas Valley Road, Nicasio Valley Road and PointReyes Petaluma Road were visually inspected using the checklist and rating system from the Federal Highway Administration Culvert Assessment Guidelines.

Storm Water Pump Station Rehabilitation Alameda County Public Works Agency – Ettie Street Pump Station – Heat Exchanger Modifications – Oakland, California. Mr. McMahon is the project manager and lead design engineer in charge of the heat exchanger modifications for this project.

The Ettie Street pump station has four (4) 1,200 HP diesel engine driven storm water pumps. The engine heat exchangers have a primary source of cooling water (storm water) and secondary source of cooling water (non-potable municipal water). The operations staff have observed that the primary source of cooling water has been unreliable due to high solids concentration that quickly clogs the strainer baskets restricting flow to the heat exchangers causing the engines to overheat. The design elements to address these issues include adding a self-cleaning intake screen at the cooling water pumps to prevent solids from entering the cooling water system; a liquid-solid vortex separator installed inline upstream of the heat exchanger to further remove any solids that were not screened out; and replacing the existing heat exchangers with wide-gap plate and framed type heat exchanger with high solids passage capability.

Storm Water Pump Station Rehabilitation Alameda County Public Works Agency – Sulphur Creek Pump Station – Flap Gate Rehabilitation – Hayward, California. Mr. McMahon is the project manager for the Sulphur Creek Pump Station Flap Gate Rehabilitation project. Mr. McMahon is the lead civil engineer responsible for the rehabilitation design for three (3) 42” diameter and one (1) 48” diameter 36-year-old cast iron flap gates. The flap gates were observed to have significant coating failure and corrosion along with hinge pins that no longer pivot freely. The rehabilitation design includes sandblasting and recoating the flap gates along with replacing: hinge pin assemblies, neoprene seals, nuts, grease zerks, and sacrificial zinc anodes.

Zone 2 Estudillo Canal Tidegate Structure Reconstruction, Alameda County Flood Control & Water Conservation District – San Leandro, California. Mr. McMahon is the lead civil engineer responsible for reconstructing the Estudillio Canal tidegate structure. His project scope items include design of: temporary water utilities during construction, water utility structure crossings, automatic drainage gates, and civil site. Mr. McMahon’s responsibilities include design calculations, equipment selection, technical specification writing, and cost estimating.

Simmons Slough Water Management System Drainage Improvements, Marin County Flood Control & Water Conservation District – Novato, California. Mr. McMahon is the lead engineer responsible of designing a 18,000 gpm stormwater pump station to serve the Simmons Slough drainage area. His project scope items include design of: two (2) 40 horsepower vertical axial line shaft pumps, inlet screen, discharge piping, discharge flap gates, five (5) culvert crossing upsizing replacements, sediment / vegetation removal at one site, and duckbill check valve installation at two (2) sites. Mr. McMahon’s responsibilities include writing the mechanical section of the basis of design report and alternatives analysis, pump design calculations and equipment selection, pump and piping layout, culvert layout, drafting, technical specification writing, and cost estimating.

Storm Water Pump Station Assessment Alameda County Public Works Agency– Alameda County, California. Mr. McMahon is the lead engineer in charge of assessing the mechanical condition and proposed improvements of 24 storm water flood control pump stations. His project responsibilities include: in-field pump condition inspection, pump performance evaluations, equipment criticality assessment, capital improvement recommendations, prioritizing capital improvements and determining life cycle costs. This $2.8 million-dollar project includes delivering pump station assessment final report. H&H models are developed to determine the flood risk and 100-year pump station capacities. A thorough electrical, mechanical, structural, and cathodic protection in-field inspection of each pump station is done to determine the existing condition and inventory of their assets. Each of the pump stations are flow tested to determine pump performance degradation.

Capital improvement recommendations and prioritizations are made based on the flood risk, equipment criticality, life cycle costs and existing condition. 








 




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ALIA MEIER, PE
Ms. Meier is a licensed Civil Engineer with over seven years of design in land development and water resources. Her background includes preparation of construction documents; obtaining regulatory approval for residential, commercial, municipal, and state-owned entities; and providing engineering support during construction. She is adept at effective written and oral communication skills with extensive experience coordinating work elements on complex multidisciplinary projects involving internal and external design teams.

EXPERIENCE
Eucalyptus Booster Pump Station | Eastern Municipal Water District | 2018-2021 | Project Engineer. The project involved design of a potable water pump station in Perris, CA. As the Project Engineer, Ms. Meier assisted the Project Manager with subconsultant and internal project team coordination. She was also responsible for the pump station civil design (both grading and yard piping) including 4” sewer, 2” potable water connection, 30” CMLC suction line, 24” CMLC discharge line, and 12” stormwater piping. Ms. Meier served as the administrator during construction and provided RFI responses, submittal and shop drawing reviews, and other necessary site civil support during construction.

Buildings A, D, & T | San Diego Community College District (SDCCD) | 2014 – 2018 | Project Engineer. Design of surface improvements and utilities involving 4” domestic service, 8” fire service, 24” storm drain, and 6” sewer to support the renovations of three existing multi-story buildings at San Diego City College. Responsible for permitting through City of San Diego and DSA.

Modeled civil site utilities for coordination with complex site elements including a multitude of retaining walls, elevators, existing utilities, existing structures, and future build-out conditions.

Utilized BIM to facilitate construction scheduling/phasing and utility conflict resolution. The composite BIM model served as a reliable as-built database for the San Diego Community College School District. Responsible for responding to RFIs, reviewing submittals and shop drawings, and other necessary construction support throughout the project.

South Campus Plaza | SDSU | 2014 – 2016 | Design Engineer. This project involved the construction of three multi-level buildings on the San Diego State University campus. Ms. Meier was responsible for the design of site utilities including domestic service, fire service, storm drain, and sewer. She designed water quality basins for conformance with current Storm water permitting. Permitted plans through City of San Diego and Division of the State Architect.

Modeled existing and proposed underground utilities based on record drawings, survey and pothole information, and approved plans. She utilized BIM to analyze site and facilitated BIM coordination meetings with design team and contractors to assist with construction scheduling/phasing and utility conflict resolution. The composite model later served as a reliable as-built database for the University.

South Campus Infrastructure | SDCCD | 2014 – 2017 | Design Engineer. To support future buildings on the Miramar College campus, design of a fire lane, vehicular road, pedestrian access, and utility mains and lateral connections for Recycled Water Service, Domestic Service, Fire Service, Storm Drain, and Sewer was provided. Designed water quality basins for conformance with current storm water regulations. Permitting through City of San Diego, County of San Diego – Department of Environmental Health, and Caltrans. Utilized BIM and managed the site model to analyze site conflicts. Managed the campus composite model during design.

Strand Main Replacement | California American Water | 2020-2021 | Design Engineer. Ms.

Meier progressed the design of this potable water pipeline project from 30% to the final bid documents. The project replaced 6.5 miles of an existing 16” cast iron water main with 16” PVC pipe in a new parallel alignment. The pipeline crossed multiple jurisdictions (Caltrans, State Parks, United States Navy, City of Coronado, MTS) within an extremely crowded corridor, crossed two seismic fault lines, and has a small section of Jack and Bore through the Caltrans Right of Way (ROW).

Metropolitan Biosolids Center Stormwater Diversion Structure | City of San Diego | 2020-2021 | Design Engineer. Ms. Meier was the civil lead on this project which involved the design of a

PROJECT ROLE
Wet Utility Design
TITLE
Engineer

EDUCATION
BS, Civil Engineering,
University of Nevada,
Reno, 2014

REGISTRATIONS /

CERTIFICATIONS
Registered Professional
Civil Engineer, California
No. 88805

PROFESSIONAL

AFFILIATIONS
American Society of Civil
Engineers (ASCE)
Outstanding Senior
Scholar Award

WOOD RODGERS,
INC. START DATE
June 29, 2021









 




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Packet Pg. 180 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Meier, Alia

stormwater pump station for a biosolids facility owned by the City of San Diego. The stormwater draining on the 30-acre site was to be captured and pumped to the centrate pump station within the biosolids facility to conform to the facility’s Industrial General Permit and Consent Decree.

Civil design included a 6” pressurized storm drain line, 48” stormwater gravity piping, and a 240,000 gallon stormwater storage structure. Ms. Meier coordinated with third party consultants to ensure compliance with the legal documents.

Membrane Filtration Reverse Osmosis for Agriculture | City of Escondido | 2019-2021 | Design Engineer. Ms. Meier provided the site grading design, performed earthwork calculations, and prepared a grading permit for this progressive design-build project. She also assisted with the design of the compressed air system. The major components of the two million gallons per day (MGD) membrane filtration-reverse osmosis facility were: a new 26,000 square foot building with chemical storage and dumping, water storage and feed tanks, a pump station, surge tank, and a 24” DI pipeline, all requiring extensive cross coordination between multiple disciplines.

Jomax Booster Pump Station Upgrade | City of Peoria | 2020-2021 | Design Engineer. Upgrades to existing infrastructure at various facilities were provided to increase the City of Peoria’s infrastructure capacity from 18 MGD to 24 MGD, and the delivery method was Construction Manager at Risk in order to expedite design and construction. Ms. Meier was responsible for the yard piping design at one of the pump stations and the site civil design. She designed the 16” DIP line connecting to a new redundant PRV configuration, a new 24” DIP suction connection, and 24” DIP discharge line.

Water Treatment Residuals Management Study (Pure Water) |City of San Diego | 2019-2021 | Engineer. The intent of the project was to understand and evaluate potential approaches to manage the discharge of water treatment plant residuals into the drinking source water reservoir associated with three water treatment plants. Ms. Meier worked with a team to determine feasible alternatives and develop a technical memorandum to establish the top three viable options. Ultimately, a business case evaluation was performed to select the single preferred alternative for each treatment plant.

P-079 Potable Water Distribution Improvements | NAVFAC Southwest | 2018-2021 | Project Coordinator. This project included a 7-mile, 24” diameter PVC potable water pipeline and booster pump station at Camp Pendleton. Ms. Meier coordinated between all disciplines, the client, and sub-consultants, and attended all internal and external meetings and workshops. Along with aiding the project manager, she was responsible for the pump station civil site and stormwater design and preparation of the project drainage report. Ms. Meier responded to RFIs, submittal and shop drawing reviews, and other necessary site civil support during construction.

Rainbow Valley Water Reclamation Facility Filter Replacement |City of Goodyear | 2019-2021 | Design Engineer. The City of Goodyear (Arizona) opted to replace their existing traveling bridge filter with disk filters. The contractor was selected via Job Order Contracting and the design team was then retained by the contractor for design services. Ms. Meier was responsible for the site civil design, coordination with vendors, mechanical design, and performed hydraulic calculations to update the plant’s gravity hydraulic profile with the new disk filters. She provided mechanical detailing for the disk filters. She also provided support during construction.

Regional Plant No. 1 Liquids and Solids Capacity Recovery | Inland Empire Utilities Agency | 2018-2019 | Design Engineer. The project involved a comprehensive process upgrade at the existing Regional Plant No. 1. Ms. Meier was involved in the analysis of the existing odor control systems at the facility and the preparation of a design information memorandum to recommend the best approach, design criteria, and sizing information for the selected alternative of the foul air treatment system. She was responsible for coordination with multiple vendors, calculations of the foul air duct sizing and routing as well as odor control facility siting and technology selection.

She performed her own Revit modeling for this project.









 




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Packet Pg. 181 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) dd
LUCAS C. PHILBERT, EIT
Mr. Philbert is a Project Engineer with several years of experience in water, wastewater, and recycled water projects. His project experience covers a wide range of assignments in planning, design, and project management, including: infiltration/inflow studies, hydraulic modeling, funding support, regulatory compliance, feasibility studies, plans and specifications, and construction management.

WOOD RODGERS EXPERIENCE
Integrated Water and Wastewater Master Plan - Groveland Community Services District. 2021.

Project Engineer of this Integrated Water and Wastewater Master Plan (referred hereafter as the GCSD Master Plan or Master Plan) to provide a 20-year roadmap for the water and wastewater services provided by the GCSD. The Master Plan will help determine the projects needed to repair, replace, and/or upgrade the GCSD’s aging infrastructure to increase system operating efficiencies and reliability, while improving cost predictability and maintaining a high level of customer satisfaction into the future. The Master Plan will proactively address increasingly stringent water quality and environmental regulations to protect public health and promote stewardship of the Sierra Nevada and Sacramento/San Joaquin River Delta; and it will serve as a guide to establish future rates and charges to allow GCSD to prioritize available funding and the pursuit of grants to complete the required projects. The Master Plan will outline a strategy to improve maintenance and asset management, prioritize new facilities and interweave the necessary upgrade or decommission of existing facilities. The work effort included the development of a Geodatabase of the District’s water supply and distribution system, and the wastewater water collection system. The geodatabases were then developed into a hydraulic model of each system, utilizing the InfoWater and InfoSewer platforms. The hydraulic models were evaluated to identify system deficiencies, and opportunities to improve operational efficiency. The project included a condition assessment of the District’s WWTP, three (3) Water Treatment Plants, five pump stations, five tanks, and sixteen (16) lift stations.

Integrated Water Resources Master Plan – City of Beverly Hills, California. 2019. Project Engineer. The City of Beverly Hills prepared an Integrated Water Resources Master Plan that included the evaluation of all of their wet infrastructure systems, with the goal of identifying opportunities to efficiently utilize their water resources and develop integrated projects. Wood Rodgers, as a subconsultant to Hazen & Sawyer, prepared the sewer system and storm drain system sections of the City’s Integrated Water Resources Master Plan. The City owns and operates the sewer collection system within the City limits serving approximately 34,000 residents and businesses. The sewer collection system consists of approximately 100 miles of gravity pipelines and approximately 2,200 manholes. The City’s collection system ranges in diameter from 6-inch to 36-inch pipe. Approximately half of the City’s collection system was constructed in the 1930’s. Wood Rodgers completed a detailed analysis of the City’s sewer collection system, which included four weeks of flow monitoring that was used to develop sewer generation rates, peaking factors and diurnal patterns. The system analysis included updates the GIS geodatabase the development of an extended period simulation hydraulic model using the InfoSewer modeling platform. The results of the capacity and condition analysis resulted in proposed capital improvement projects to upgrade the system capacity and rehabilitate aging infrastructure. Wood Rodgers also conducted a detailed analysis of the storm drain system. The City’s owns and operates the storm drain conveyance network within the City limits, which conveys local runoff and storm water flows to the Los Angeles County drainage channels which run through the City. The storm drain analysis included the review and coordination between the City’s geodatabase and the County storm drain geodatabase. A 2-dimensional model was developed in InfoWorks ICM to analyze the capacity of the storm drain conveyance system within the City limits to accommodate a 10-year, 25-year and 50-year storm event. Proposed projects were coordinated with the City’s water quality project list. The results of the capacity and condition analysis resulted in proposed capital improvement projects to upgrade the system capacity and rehabilitate aging infrastructure.

PROJECT ROLE
Wet Utility Design
TITLE
Engineer II

EDUCATION
MS, Water Engineering,
California Polytechnic, San
Luis Obispo, 2015
BA, Environmental
Studies/Economics,
University of California,
Santa Cruz, 2008

REGISTRATIONS
Registered Engineer-inTraining, California No.
154328

PROFESSIONAL

AFFILIATIONS
California Water
Environment Association
(CWEA), Member
American Society of Civil
Engineers (ASCE), Member
WOOD RODGERS, INC.

START DATE
September 19, 2018










 




C.4.e
Packet Pg. 182 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Philbert, Lucas

Sewer Collection System Master Plan – Rohnert Park, California. Project Engineer. Author of report that includes current and projected sewer flow, modeling analysis on capacity deficiencies, and capital improvement projects for the following 5 years. 66-Inch Sewer Trunk Main Alternatives Analysis, Napa Sanitation District – Napa, California.

Project Engineer. Author of report that identified viable renewal and replacement alternatives for a heavily corroded 66-inch trunk. Provided direction for project planning and design on variations of the following methods; structural rehabilitation (sliplining, cured-in-place pipe (CIPP) lining, spray-applied structural lining), corrosion rehabilitation (spray applied non-structural lining, chemical injection), and parallel pipeline construction (open trench and microtunneling).

Lift Station Condition Assessment Report, Marina Coast Water District – Marina, California.

Project Engineer. Lead author on an evaluation of 12 lift stations for MCWD’s Sewer Master Plan.

Scope included an evaluation of pumps, discharge piping, pump lifting equipment, valves, valve pits, and lift station wet well and dry well configurations. Worked alongside a senior electrical engineer on power supply systems, transfer switches, pump starters, power generators, cables and conduits.

MCWD Recycled Water Master Plan Report, Marina Coast Water District – Marina, California.

Project Engineer. Lead author on a Recycled Water System Evaluation for MCWD. Scope included evaluating historic and projected recycled water availability from the Monterey One Water WWTP, evaluating the available quantity and quality compared to the MCWD customer needs, and evaluating the impacts of recycled water for MCWD with the Pure Water Monterey Project.

WWTP Water Balance Evaluation and Notice of Violation Assistance, Hidden Valley Lake Community Services District – Hidden Valley Lake, California. Project Engineer. In response to a Notice of Violation for sewage spills, provided a water balance for the WWTP. Developed flows based on run hours and pump curves provided by the district. Sized the district’s WWTP Equalization Basin.

Infiltration and Inflow Assessment Work Plan, Hidden Valley Lake Community Services District – Hidden Valley Lake, California. Project Engineer. Developed a strategy to identify and quantify sources of infiltration and inflow, prioritized repairs, and provided cost effective measures to reduce I/I for the District.
66-inch Trunk Alternatives Analysis, Napa Sanitation District – Napa, California. Project Engineer.

Co-author on alternatives for the renewal and replacement of a 66 inch reinforced concrete trunk sewer (RCP).

Sewer Master Plan – Rohnert Park, California. Project Engineer. Work included GIS updates, assessing the hydraulic capacity of the sewer collection system for existing and projected buildout flows, and developing a prioritized Capital Improvement Program.

WRF Program Management – Morro Bay, California. Assistant Engineer. Assisted the City of Morro Bay in the program management of their Water Reclamation Facility Project. Program management included project schedule, budgeting, data management, and report writing.

Wastewater Trunk Main Capacity Study – Gonzales, California. Assistant Engineer. Hydraulic Modeling through Bentley’s SewerCAD software. Converted as-builts into Sewer CAD for Manning’s Flows in order to design for average daily flow.

Water Recycling Funding Program – Santa Paula, California. Assistant Engineer. Created an application package for the City of Santa Paula’s Recycled Water Facilities Planning Grant. Wrote the study scope and coordinated the resolution for the application package.

WWTP Influent Piping Modifications – Atascadero, California. Assistant Engineer. Drafted reducers, couplings, valves and other piping modifications for a Senior Engineer with AutoCAD 2016. Work included manifolds and recirculation to headworks.

Sewer Master Plan – Atascadero, California. Assistant Engineer. Quality control of GIS atlas for the sewer system. Checked existing sizes on master plan chart with GIS files to make sure modeling was done with the correct pipe information.









 




C.4.e
Packet Pg. 183 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Drainage, Water Quality, &
Hydrologic/Hydraulic
Studies
TITLE
Principal Engineer II

EDUCATION
BS, Civil Engineering,
California State University,
Sacramento, 1990

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
49957
Certified Floodplain
Manager No. US-08-03670

PROFESSIONAL

AFFILIATIONS
Floodplain Management
Association (FMA)
WOOD RODGERS, INC.

START DATE
May 1, 1998

DANIEL MATTHIES, PE, CFM
Mr. Matthies is a Principal with Wood Rodgers with 30 years of civil engineering and water resources evaluation and design experience. He has experience coordinating large civil engineering projects with several subconsultants for both private and public clients. He has extensive experience in hydrologic and hydraulic analyses of open channel and pipe systems; preparing storm drainage master plans; preparing construction drawings of stormwater and flood control infrastructure including pipes, levees, floodwalls, open channels, and pump stations; and the determination of floodplain limits using one- and two-dimensional software. Mr. Matthies has served on the Board of Directors of Wood Rodgers, Inc.

EXPERIENCE
Zone 12 Drainage Master Plan – Alameda County Flood Control District, California Mr. Matthies is the Principal in Charge of this project for the Alameda County Flood Control & Water Conservation District to develop a flood control infrastructure analysis and design for the entire Flood Control Zone 12 Watershed. This $2.3 million project includes the development of a detailed InfoWorks ICM hydrologic model of the entire 80 square mile watershed, including over 90 miles of the closed conduit system, a MIKE-11 hydraulic model of the entire 20-mile open channel system, and a two-dimension MIKE-21 model of the lower urban areas. Portions of the project are also being completed using InfoWorks ICM. The project includes a large effort to develop the existing infrastructure SDE database from survey data, mapping data, as-built construction plans, old improvement plans, and extensive field visits and remote inspection. The model was calibrated and validated with data from several in-system depth and flow gages placed for the project, and gage-adjusted Doppler RADAR data from recent events, and then used to evaluate the existing system and develop a Capital Improvement Plan for large areas of Zone 12 in the City of Oakland and San Leandro. The project is being documented in a Web-GIS portal.

Contra Costa County Stormwater Facility Condition Assessment – Contra Costa County, California. Mr. Soo is the Project Manager overseeing the condition assessment of multiple stormwater facilities for the Contra Costa County Flood Control and Water Conservation District.

Three (3) drop structures, one (1) drainage basin, and concrete channels were inspected using standardized checklists. Observed deficiencies were photo documented, logged, and rated. Each component of the facility was assigned a structural condition rating based on the observed deficiencies. Hydraulic performance of the structures was assessed based on site conditions for optimal performance. Repair recommendations for each deficiency were cost estimated and prioritized. The overall remaining design service life of the structure was estimated based on its age and inspected condition. Finally, operation and maintenance recommendations were provided to restore deficient structural conditions, and to restore hydraulic capacity and functionality to the facility.

Marin City Drainage Master Plan, Marin County Flood Control District – Marin County, California. Mr. Matthies is the Principal in Charge of this project for the City of Marin City and the Marin County Flood Control District to develop a flood control infrastructure analysis and design the Marin City watershed. The contract requires the development of an analysis including a detailed InfoWorks ICM hydrologic model of the entire 340-acre watershed, an InfoWorks ICM hydraulic model of 8 miles of the closed conduit system, and the tidal detention pond along Highway 101, and a two-dimensional InfoWorks ICM model of approximately 90 acres of the lower urban areas near the pond. The project includes a large effort to develop the existing infrastructure database from survey data, mapping data, as-built construction plans, old improvement plans, and extensive field visits. The model is being calibrated and validated using data from recent events, and then used to evaluate the existing system, identify deficiencies, and develop a Capital Improvement Plan. The project will optimize a solution to the flooding problem at the highway using operation improvements, a tidegate so that operation is no longer required during a flood or high tide, or other improvements including floodwalls and pipes or pumps.

O&M Manuals for Non-Federal Flood Control Projects, – Alameda County Flood Control District, California. Mr. Matthies is Principal in Charge of this project preparing Operation and Maintenance Manuals for sixteen (16) locally constructed, non-federal flood control projects 








 




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Packet Pg. 184 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Matthies, Daniel

located in western Alameda County that are maintained by the Alameda County Flood Control and Water Conservation District (District). The manuals are required by the USACE to enable the District to participate in the USACE Rehabilitation and Inspection Program under PL 84-99 that provides federal assistance to restore projects that are damaged as a result of a flood.

City of Redwood City, Eastern Low-Lying Area Drainage Master Plan – Redwood City, California.

Mr. Matthies is the Principal in Charge responsible for the development of a drainage master plan for the heavily urbanized downtown areas in the Redwood Creek watershed near the San Francisco Bay and Highway 101. The project includes the development of a complex GIS database, a calibrated InfoWorks ICM model, remote inspection of several miles of pipe, and inspection of six City pump stations. The project is currently under way.

City of Novato, Storm Drainage Master Plan Database and Report – Novato, California. Mr.

Matthies is the Principal in Charge, as a subconsultant, responsible for the development of a GIs database, and drainage master plan CIP and Report for the urbanized downtown areas in the Novato Creek watershed near the San Francisco Bay and Highway 101. The project will include the development of a complex GIS database, a calibrated InfoWorks ICM model.

New Shoreline Levees (Category II) – Alameda County Flood Control District, California.

Mr. Matthies is the Principal in Charge of this project for a contract with GEI to develop a design of new shoreline levees for the Alameda County Flood Control & Water Conservation District.

Portions of the new levees are along the Eden Landing Salt Pond Restoration Project in Hayward and Union City. The levees, approximately three between Highway 92 and Zone 3A Line A, and approximately three miles between Old Alameda Creek and Alameda Creek, will be eventually certified to be in conformance with the Code of Federal Regulations, 44 CFR 65.10 requirements, in addition to sea level rise, tsunami and other considerations. This project also involved extensive two-dimensional hydraulic modeling of the Salt Pond restoration being conducted adjacent to the proposed levees.

Alameda Creek Channel Enhancement Report. Mr. Matthies compiled and wrote a draft report to document the Alameda County Flood Control & Water Conservation District’s efforts to document the existing Alameda Creek flood control/sediment transport imbalance, and to document a proposed solution developed by the District that encourages natural processes to maintain a low flow channel in order to address the imbalance, while strengthening other functions.

Cull Creek Dam Spillway Modification – Alameda County Flood Control & Water Conservation District. Mr. Matthies was Project Manager for design of modifications to the Cull Creek Dam reinforced concrete spillway that reduce potential storage so that the reservoir functions with storage behind the spillway that is below the State of California Department of Safety of Dams (DSOD) jurisdictional threshold. The project required a hydraulic analysis of the existing and proposed spillway, the design of an open channel upstream of the spillway using geomorphic principals, and structural design of the modifications.

Marin City Trash Capture Device Hydraulic Impact Analysis and Final Design Layout – City of Marin, California. Mr. Matthies is the Principal-in-Charge currently providing detailed technical analysis of hydraulic impacts and mitigations as well as final design layouts for infrastructure improvements associated with large full trash capture devices being planned for the storm drain system in Marin City, County of Marin. The project will be built and maintained to be in compliance with the NPDES municipal separate storm sewer systems (MS4) program as required by the State of California Regional Water Quality Control Board.

San Jose Storm Sewer Master Plan - City of San Jose, California. Mr. Matthies served as Principal-in-Charge for this project. Project includes developing a comprehensive asset based hydrologic and hydraulic GIS geodatabase, developing GIS tools, performing facility inspections, inventorying stormwater and green infrastructure facilities, and developing detailed hydrologic and hydraulic Infoworks ICM models for 400 miles of pipes, 82 miles of open channels of the SCVWD facilities, 30 pump stations, and 6 reservoirs. The project also includes refining a design storm based on historical gage data, surface and groundwater calibration based on 70 pipe and stream gages, alternative improvement analysis and a capital improvement plan. 








 




C.4.e
Packet Pg. 185 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

PROJECT ROLE
Drainage, Water Quality,
& Hydrologic/Hydraulic
Studies
TITLE
Engineer III

EDUCATION
BS, Civil Engineering,
California State
University – Sacramento,
Cum Laude, 2010

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
81315, June 2013
Certified Floodplain
Manager, US-17-10054,
2017

WOOD RODGERS,
INC. START DATE
August 2, 2010

MODELING

EXPERIENCE
HEC-1

HEC-HMS

HEC-RAS
HEC-RAS 2D
FlowMaster
StormCAD
HY-8
SacCalc
XPSWMM
XP2D
FLO-2D
InfoWorks ICM
TUFLOW

MIKE FLOOD

ADDITIONAL

TRAINING

HEC-RAS
I f W k ICM
www. woodrodgers .com
CODY L. MILLIGAN, PE, CFM
Mr. Milligan is a civil engineer with over 10 years of experience in the field of water resources with a Bachelors of Science in Civil Engineering from California State University – Sacramento.

Mr. Milligan’s emphasis has been on hydrologic and hydraulic modeling. During this time, he has worked under the direction of senior and principal engineers and utilized a variety of numerical hydrologic and hydraulic models to perform floodplain mapping, analysis and design of flood control facilities, cost estimating, storm drain and water quality design. He has performed hydrologic and hydraulic modeling for local, state, and federal agencies including DWR, USACE, FEMA, and Caltrans. Additionally, Mr. Milligan is experienced with ArcGIS and AutoCAD and successfully integrated the use of both programs to create project deliverables and to perform quality assurance and quality control on project deliverables.

EXPERIENCE
Happy Valley Road Embankment Repair – Contra Costa County, California. Mr. Milligan provided hydraulic and hydrologic analysis for a feasibility memo, which will be incorporated into the final design for this road embankment repair. During heavy winter storm activity, runoff from the inboard roadside drainage swale and an adjacent corrugated metal pipe (CMP) culvert exceeded capacity, and flowed across the paved roadway surface, over the outboard shoulder, and down the embankment slope. As a result of slope erosion or in combination with the loss of toe support, a portion of the roadway embankment failed. The feasibility memo addressed site conditions and constraints, contractor staging areas, equipment access, staging and potential detours, utility conflicts, and a repair alternative comparison including advantages and disadvantages, construction durations, and costs.
42nd Avenue and High Street Access Improvements – Oakland, California. Provided stormwater support for the preparation of the final construction drawings for improvements on 42nd Avenue and High Street to improve mobility at the I-880 and High Street Interchange. The project includes widening High Street from Coliseum Way to Jensen Street, extending 42nd Avenue from Oakport Street to Alameda Avenue, realigning a portion of Alameda Avenue, and extending Jensen Street from High Street to 42nd Avenue. Project improvements include modifications to 5 signalized intersections, retaining walls, landscaping, staged construction / traffic handling plans, rights of way acquisition coordination, and several utility relocations. The project will require approval of a construction permit from Caltrans District 4 for the improvements along 42nd Avenue and High Street within Caltrans right of way.

On-Call Pavement Rehabilitation 2021 (ST-21-04) – Sunnyvale, California. Provided drainage design support for this on-call contract for pavement rehabilitation services. Projects included under this contract will rehabilitate existing street segments consisting of pavement resurfacing and /or spot reconstruction/base repairs among other improvements. Wood Rodgers will identify the maintenance and rehabilitation (M&R) options and provide a treatment recommendation for each of the 17 street segments as well as developing design documents and provide construction support for this project. Additional tasks include investigating existing sites; obtaining pavement analysis through geotechnical cores and testing; assessing data and evaluation methods for rehabilitation; present and discuss recommendations and cost estimates with the City’s approval and direction; prepare plans, specifications and estimates (PS&E) for 50% design phase; prepare PS&E for 100% design phase; prepare the Bid Package; and provide bidding and construction support services.

White Rock Road Fitzgerald to City Limits – Rancho Cordova, California. Drainage support for this project to complete the design for improving White Rock Road from the intersection at Fitzgerald Road/Sunrise Park Drive on the west, to the city limits on the east. The ultimate project is a roadway with three travel lanes in each direction, bike lanes, shoulders a divided landscaped median and curb, gutter and sidewalk. The interim project is a roadway with two traveled lanes in each direction, bike lanes, shoulders, and a divided median within 80 feet of the right-of-way. Roadway drainage for this interim project will be accommodated with the construction of roadside ditches.

Caltrans District 3 Camino Safety Improvements Project, Camino, California. Mr. Milligan provided drainage design for completion of PA&ED, and PS&E for this $36 million safety project. 








 




C.4.e
Packet Pg. 186 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Milligan, Cody

Mr. Krcelic was originally tasked to assist Caltrans staff with the completion of the PAED phase including updating cost estimates for the alternatives as well as to develop another alternative based upon community feedback. Alternative 4.7, which included a new diamond interchange on US 50 at Upper Carson Road was selected as the preferred alternative. However, due to funding constraints, Brian worked with the PDT and stakeholders to develop a phased improvement plan that could be constructed with the available funding. The PA&ED and the project phasing plan was approved in July 2018, and Brian began developing the PS&E for the first phase of the project. The PS&E for Phase 1 was completed in October 2019 and the project is currently under construction.

Caltrans District 1, 5th Street Safety Improvements – Eureka, California. Providing stormwater and drainage support for this safety project. This safety improvement project is located within the city of Eureka on Highway 101. The facility is a two-way, four-lane highway referred to as Broadway Street between the Eureka city limits and the beginning of the NB) / SB couplet. After the split, the NB section of US 101 becomes a three lane, one-way facility and is locally known as 5th Street. This section of NB US 101 also serves as a main street for the City of Eureka and lies within the “Downtown Eureka” area.

State Route 20 in Nevada County - Omega Curves Safety Project – Nevada County, California.

Mr. Milligan has served as the lead hydraulics project engineer responsible for the preparation of the Project Drainage Report. The proposed project is located on SR 20 in Nevada County and will correct non-standard existing horizontal and vertical curves by realigning State Route 20. A total of 37 culverts were relocated as a result of the project. For this project, duties included coordination with design team on the locations of new culverts, design of all new culverts, and design of outlet scour countermeasures for all culverts. Mr. Milligan prepared the Project Drainage Report for this project which documented the project settings, modeling assumptions, available data, and presented results and recommendations for each project culvert.

State Route 20 in Colusa County – Market Street to Butte Vista Drive – Colusa, California. As the registered project engineer for this State of California Department of Transportation District 3 project, Mr. Milligan performed the hydrologic and hydraulic analysis for the existing, interim, and proposed conditions for 1.4 miles of State Route 20 in Colusa, California. Mr. Milligan’s role on the project included delineating 740 acres of watershed area contributing to the project site, developing hydrology parameters and using XPSWMM to design the hydraulic drain pipe system within the State’s right-of-way to meet Caltrans standards, and to ensure no negative impacts to property owners downstream of the Project. Design of the hydraulic system was conducted to facilitate incorporating future improvements proposed by the City of Colusa Drainage Master Plan. Challenges addressed by the project include relocating surface stormwater conveyance below ground, crossing existing infrastructure, and designing the system with limited cover and relief in the terrain. Mr. Milligan prepared Technical Memorandum describing the project settings, modeling assumptions, available data, and presenting results and recommendations and has coordinated closely with Caltrans through the construction process to ensure the construction process is not delayed. Additionally, Mr. Milligan was the registered project engineer responsible for the design of approved construction BMPs and permanent treatment BMPs for the project. Mr. Milligan prepared and stamped the PS&E Storm Water Data Report for the project which ensured that construction BMPs and permanent treatment BMPs were implemented to meet Caltrans regulations.

US 50 High Occupancy Vehicle Lanes, Drainage & Stormwater Quality – Sacramento, California.

Mr. Milligan is providing drainage, storm water quality and utility coordination support for this major Caltrans project that extends from I-5 to Watt Avenue. The project involves assisting Caltrans with planning effort for what will be their largest design-build project to-date. The storm drainage system, including three existing pump stations, are being evaluated using XPSWMM to ensure that adequate detention is provided to meet current drainage criteria with existing system capacity. Reference information is being developed for use by the contractor including geospatial information system (GIS) data for drainage that addresses materials and material deficiencies. The project has also entailed planning for, and coordination of, utility positive location activities and updating of Utility Plans. 








 




C.4.e
Packet Pg. 187 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Drainage, Water Quality, &
Hydrologic/Hydraulic
Studies
TITLE
Principal Engineer I

EDUCATION
BS, Civil Engineering,
Montana State University
Bozeman, 2000

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
66440
ASFPM Certified Floodplain
Manager No. US-08-03666

PROFESSIONAL

AFFILIATIONS
Floodplain Management
Association (FMA)

ADDITIONAL TRAINING
16-Hour XP-SWMM, 2000
Workshop, 2001
16-Hour MIKE-SWMM
Workshop, 2001
16-Hour Dynamic HEC-RAS
Workshop, 2003
Visual Basic Programming
Class, 2005
16-Hour FLO-2D Workshop,
2006
21-Hour GIS Geodatabases
Class, 2009
24-Hour InfoWorks ICM,
Workshop, 2013
8-Hour Pump Assessment
Class, HI, 2017
WOOD RODGERS, INC.

START DATE
August 7, 2000

CHENG SOO, PE, CFM
Mr. Soo is a Principal with Wood Rodgers with 21 years of engineering planning and design experience in water resources for flood control infrastructure including pipes, levees, floodwalls, open channels, detention basins, reservoirs, and pump stations; and for green infrastructure and large trash capture devices. He specializes in developing drainage master studies and performing facility inspection and assessments with geodatabases, customized GIS tools, and Web interfaces. He has comprehensive experience ranging from flow gage installation, hydrologic and hydraulic analyses, condition inspection and assessments, geodatabase and website design, drainage facility design, FEMA CLOMR and LOMR applications, FEMA levee certification, operations and maintenance manuals, and state and federal grant applications. Mr. Soo is proficient in InfoWorks ICM, HEC-1, HEC-2, HEC-HMS, HEC-RAS, Unet, StormCAD, EPA-SWMM, XP-SWMM, MIKE-URBAN (MOUSE), MIKE-11, MIKE21FM, MIKE-BASIN, FESWMS, FLO-2D, GIS and Visual Basic.

EXPERIENCE
City of Redwood City, Redwood Creek Channel Improvements – Redwood City, California.

Mr. Soo was the Project Manager of this APWA 2019 Project of the Year, which developed the improvements of a concrete lined channel in the City of Redwood City. Mr. Soo supervised the assessment of channel structural integrity, prioritization of section replacement, and development of improvement strategies, plans, specifications, and cost estimates for two of the channel reaches. Mr. Soo successfully managed complexities such as lack of City easements, uncertain property information, very constricted working space, restricted funding, limited contractor interest, lack of similar projects in the area to review, and many encroachments by the private property owners.

City of Oakland Trash Capture Analysis and Conceptual Design – City of Oakland, CA. Mr.

Soo served as Project Manager for the development of utility research, trash capture sizing and selection, hydraulic modeling, alternative analysis, conceptual design, and cost estimation. The completion of this project notably developed improvements which eliminated large trash capture head losses.

Pump Station Condition Assessment, Rehabilitation Study, & Performance Evaluations, Alameda County Flood Control & Water Conservation District (District)– Alameda County, CA. Mr. Soo served as Project Manager in the development hydrologic and hydraulic models of the 24 flood control pump stations which defined existing flood risks and prioritized pump capacity improvements. The project scope included inventories, condition assessments, operation and maintenance schedules, performance testing, and risk analyses to recommend efficient combinations of re-operation, maintenance, rehabilitation, and improvements for each of 24 pump stations. Mr. Soo oversaw the development of plans, specifications, and cost estimates for improvements to the pump stations based on the recommendations.

Zone 12 Drainage Master Plan – Alameda County Flood Control District, California.

Mr. Soo is the Project Manager for the flood control infrastructure analysis and design for the entire Flood Control Zone 12 Watershed in Oakland, CA. This $2.3 million project includes the development of a detailed MIKE-URBAN hydrologic model of the entire 80 square mile watershed, including over 90 miles of the closed conduit system, a MIKE-11 hydraulic model of the entire 20-mile open channel system, and a two-dimension MIKE-21FM model of the lower urban areas. Portions of the project are also being completed using InfoWorks ICM. Mr.

Soo led the development of infrastructure GIS database, modeling software benchmark, hydrologic modeling criteria, pipe survey and remote inspection programs, area percent imperviousness with remote sensing technology, customized GIS tools, 3-way linked (pipes, channels and 2D floodplains) models and Web-GIS portal.

City of Redwood City, Eastern Low-Lying Area Drainage Master Plan – Redwood City, California. Mr. Soo was the Project Manager responsible for the development of a drainage master plan for the heavily urbanized downtown areas in the Redwood Creek watershed near the San Francisco Bay and Highway 101. Mr. Soo led the development of infrastructure GIS database, hydrologic modeling criteria, pipe survey and remote inspection programs, 








 




C.4.e
Packet Pg. 188 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Soo, Cheng

customized GIS tools, and 3-way linked (pipes, channels and 2D floodplains) models, improvements feasibility analysis, improvement design and cost estimate.

City of Novato, Storm Drainage Master Plan Database and Report – Novato, California. Mr. Soo was the Project Manager, as a subconsultant, responsible for the development of a GIS database and Drainage Master Plan CIP and Report for the urbanized downtown areas in the Novato Creek watershed near the San Francisco Bay and Highway 101. The project included the development of a complex GIS database and a calibrated InfoWorks ICM model.

Alameda County Public Works Agency, Zone 2 Line K Levee and Channel Improvement Project – City of Hayward, California. Mr. Soo was the Project Engineer responsible for the levee, channel, and crossing improvements project. The project included boring and jacking three parallel 48-inch-diameter reinforced concrete pipes (RCP) across a railroad embankment, constructing reinforced concrete transition structures for the three parallel 48-inch RCPs, raising and reconstructing 1,700 feet of the top portion of the levee, and installing rock slope protection.

West Marin Drainage Rehabilitation – Marin County, California Mr. Soo is the project manager responsible for assessing the condition of 150 roadway culverts along Lucas Valley Road, Nicasio Valley Road and Point-Reyes Petaluma Road and rehabilitating deficient culverts. The roadway culverts were visually inspected using the checklist and rating system from the Federal Highway Administration Culvert Assessment Guidelines. Culvert lining, replacement, fish passage enhancement, riprap protection and outfall structures are being designed.

Town of Danville Town-Wide Storm Drain System Management – Danville, California. Mr. Soo is the Project Manager for the town-wide Storm Drainage Master Plan of 160 miles of storm drainage systems and 18 square miles of catchment areas. Mr. Soo is leading an asset management approach to inventory storm drainage facilities, assess maintenance and structural conditions, and calculate life cycle costs. Through a risk-based approach, the Town’s existing maintenance activities are being optimized with the condition assessment findings to prioritize facility rehabilitation and improvement projects.

Marin City Trash Capture Device Hydraulic Impact Analysis and Final Design Layout – City of Marin, California. Mr. Soo is the project manager currently providing detailed technical analysis of hydraulic impacts and mitigations as well as final design layouts for infrastructure improvements associated with large full trash capture devices being planned for the storm drain system in Marin City, County of Marin. The project will be built and maintained to be in compliance with the NPDES municipal separate storm sewer systems (MS4) program as required by the State of California Regional Water Quality Control Board.

Marin City Drainage Study, Marin County Flood Control District – Marin County, California. Mr.

Soo was the Project Manager of the drainage study for the Marin City watershed for the Marin County Flood Control District. The study included a detailed hydrologic model of the entire 340- acre watershed, a hydraulic model of 8 miles of the closed conduit system, the tidal detention pond along Highway 101, and a two-dimensional model of approximately 90 acres of the lower urban areas near the pond. The model was calibrated and validated using data from historical events, and then used to evaluate the existing system, identify deficiencies, and develop a Capital Improvement Plan. Mr. Soo assisted the District to successfully secure a $4M FEMA grant to fund improvements under Highway 101
San Jose Storm Sewer Master Plan – City of San Jose, California. Mr. Soo is the Project Manager supervising the development of a comprehensive asset based hydrologic and hydraulic GIS geodatabase with GIS tools, as well as facility inspections and an inventory of stormwater and green infrastructure facilities. Mr. Soo is leading the development of detailed hydrologic and hydraulic models for 400 miles of pipes, 82 miles of open channels of the SCVWD facilities, 30 pump stations, 6 reservoirs, and 200 green infrastructures (including 30 large trash capture devices). The project includes refining a design storm based on historical gage data, surface and groundwater calibration based on 70 pipe and stream gages, alternative improvement analyses, a capital improvement plan, and an emergency action plan. 








 




C.4.e
Packet Pg. 189 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Drainage, Water Quality,
& Hydrologic/Hydraulic
Studies
TITLE
Associate

EDUCATION
BS, Civil Engineering,
California Polytechnic
State University, San Luis
Obispo, 2009

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
81934, 2013

WOOD RODGERS,
INC. START DATE
June 7, 2010

PROFESSIONAL AND

ACADEMIC

AFFILIATIONS
FMA, ASCE Member, Chi
Epsilon

SOFTWARE/SKILLS
InfoWorks ICM, DHI,
TUFLOW, HEC-RAS, HECHMS, XP-SWMM,
StormCAD, FlowMaster,
SMS, ArcGIS, Civil 3D,
LID, BAHM, C3
compliance, Drainage
Master Plans, Flood
Control, Pump Stations,
Land Development,
Grant Applications

SATISH KUMAR, PE
Mr. Kumar has over a decade of experience in planning, analysis and design of flood control facilities, pump stations, levees, water quality infrastructure, and storm collections systems. Mr.

Kumar has worked as a senior engineer and project manager on complex projects for both public and private sector clients.

EXPERIENCE
Town of Danville Town-Wide Storm Drain System Management – Danville, California. Mr.

Kumar is a project engineer for the town-wide Storm Drainage Master Plan of 160 miles of storm drainage systems and 18 square miles of catchment areas. The purpose of the project is to provide an inventory and condition assessment of the Town’s drainage system. Scope of services include geodatabase and collector application refinement, data collection and review, and inspection plan development for the initial phase of the project. Through a risk-based approach, the Town’s existing maintenance activities are being optimized with the condition assessment findings to prioritize facility rehabilitation and improvement projects.

City of Alameda Northern Shoreline – Caltrans Sustainable Communities Grant. Mr.

Kumar assisted the City of Alameda with submitting a grant application for the Caltrans Sustainable Communities Grant (FY 21/22). The City of Alameda's Climate Action and Resiliency Plan (2019) includes an adaptation project for the northern shoreline area to protect the critical transportation infrastructure and the adjacent properties from a 100-year flood event and expected sea level rise. The project goals are to act as a barrier to the current 100-year coastal flood entry to the local streets, portals, tubes and State Route 260 on the Alameda side, protect adjacent commercial and residential properties within the flood zone, act as a barrier using a moderate sea level rise scenario, become a Federal Emergency Management Agency (FEMA)- accredited project as a first step toward enabling the removal of the flood zone in the northern shoreline area and protect and enhance the San Francisco Bay Trail, waterfront access and other recreational and placemaking opportunities. Wood Rodgers was tasked to better define the Northern Shoreline Adaptation project regarding the engineered solution and project planning, including work tasks, schedule, budget, needs, benefits and key stakeholders from start to finish.

Zone 12 Drainage Master Plan – Alameda County Flood Control District, California (2019).

Mr. Kumar was responsible for the development of a flood control infrastructure analysis and design for the entire Flood Control Zone 12 Watershed (Oakland, CA). This $2.3 million project includes the development of a detailed MIKE-URBAN hydrologic model of the entire 80 square mile watershed, including over 90 miles of the closed conduit system, a MIKE-11 hydraulic model of the entire 20-mile open channel system, and a two-dimension MIKE-21FM model of the lower urban areas. Portions of the project were also completed using InfoWorks ICM. The project was documented in a Web-GIS portal.

South Bay Salt Ponds Shoreline Levee Improvements, Alameda County Flood Control and Water Conservation District - Alameda County, California. Mr. Kumar performed detailed analysis using linked 1-dimensional and 2-dimensional hydraulic models for 3,500 acres of salt ponds in the San Francisco Bay. Mr. Kumar conducted sensitivity and optimization analysis to aid in the design improvement of shoreline levees.

City of Redwood City, Redwood Creek Channel Improvements – Redwood City, California. Mr.

Kumar was the project engineer responsible for design plan development and construction support services for the improvements of concrete lined channel in the City of Redwood City.

This APWA 2019 Project of the Year assessed channel structural integrity, prioritized section replacement, and developed improvement strategies, plans, specifications, and cost estimates for two of the channel reaches. This project was uniquely complex because of lack of City easements, uncertain property information, very constricted working space, restricted funding, limited contractor interest, lack of similar projects in the area to review, and many encroachments by the private property owners.

Storm Water Pump Station Assessment Alameda County Public Works Agency– Alameda County, California. Mr. Kumar was a project engineer for the assessment of mechanical 








 




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Packet Pg. 190 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Satish Kumar, PE

condition and proposed improvements of 24 storm water flood control pump stations. Mr.

Kumar’s project responsibilities include: developing a GIS database to be used for modeling, developing detailed hydrologic and hydraulic models, pump performance evaluations, capital improvement recommendations, and evaluating flood damage cost estimates. This $2.8 milliondollar project includes delivering pump station assessment final reports with capital improvement recommendations and prioritizations that were made based on the flood risk, equipment criticality, life cycle costs and existing condition.

Marin City Drainage Master Plan, Marin County Flood Control District – Marin County, California. Mr. Kumar provided hydrologic and hydraulic modeling for the drainage study for the Marin City watershed for the Marin County Flood Control District. The study included a detailed hydrologic model of the entire 340-acre watershed, a hydraulic model of 8 miles of the closed conduit system, the tidal detention pond along Highway 101, and a two-dimensional model of approximately 90 acres of the lower urban areas near the pond. The model was calibrated and validated using data from historical events, and then used to evaluate the existing system, identify deficiencies, and develop a Capital Improvement Plan.

Simmons Slough Water Management System Drainage Improvements, Marin County Flood Control & Water Conservation District – Marin County. Mr. Kumar is a project engineer for the design of a 18,000 gpm stormwater pump station to serve the Simmons Slough drainage area.

The project scope includes design of: two (2) 40 horsepower vertical axial line shaft pumps, inlet screen, discharge piping, discharge flap gates, five (5) culvert crossing upsizing replacements, sediment and vegetation removal at one site, and duckbill check valve installation at two (2) sites. Mr. Kumar is responsible for the basis of design report, alternatives analysis, pump design calculations, equipment selection, pump and piping layout, culvert layout, AutoCAD drafting, technical specification writing, and cost estimating.

San Francisquito/Adobe Watershed Flood Study| FEMA Cooperating Technical Partnership – Santa Clara County, California. This Flood Study included a detailed hydrologic model of the 75 square mile watershed, detailed hydraulics of 83 miles of closed conduits and 32 miles of open channel systems, and a 2D model of the urban and tidal areas in a comprehensive InfoWorks ICM model. As Project engineer, Mr. Kumar oversaw geodatabase and Web GIS development, hydrologic and hydraulic model development, and FEMA TSDNs submittal package development, as well as training and quality control for sub consultant deliverables.

Santa Clara Valley Water District | Berryessa/Penitencia Creek Watershed Flood Study. Project engineer. Mr. Kumar provided Database Development for this $530K contract with the Santa Clara Valley Water District for the development of a Flood Study including detailed analyses using InfoWorks ICM hydrologic models of the entire 60 square mile watershed, InfoWorks ICM hydraulic models of 92 miles of the closed conduit system, InfoWorks ICM hydraulic models of the entire 28-mile open channel system, and InfoWorks ICM 2D models of the urban and tidal areas.

Flood Control Zone 6 Drainage Master Plan – Alameda County, California. Mr. Kumar was the Project engineer responsible for the development of detailed hydrologic and hydraulic analyses for 41 square miles of Alameda County watersheds, located primarily in the City of Fremont. The project included dynamically-linked 1-dimensional and 2-dimensional hydrologic and hydraulic models, which include 30 square miles of salt ponds and tidal sloughs, 29 miles of closed conduit system, 55 miles of open channel system, and 160 bridges and culvert crossings. Mr. Kumar worked extensively on the development of flexible meshes used for floodplain modeling and in the processing results to floodplain maps.

City of Novato, Storm Drainage Master Plan Database and Report – Novato, California. Mr.

Kumar was a project engineer responsible for the development of a GIS database and Drainage Master Plan CIP and Report for the urbanized downtown areas in the Novato Creek watershed near the San Francisco Bay and Highway 101. The project included the development of a complex GIS database and a calibrated InfoWorks ICM model. 








 




C.4.e
Packet Pg. 191 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

PROJECT ROLE
Surveys
TITLE
Principal Surveyor I

EDUCATION
Geodetic Surveying
(Coursework),
Defense Mapping Agency
(Fort Belvoir, Virginia)
Architecture and Civil
Engineering
(Coursework), Fresno
City College (Fresno,
California)
Business (Coursework),
De Anza College (San
Jose, California)

REGISTRATIONS/

CERTIFICATIONS
Professional Land
Surveyor, California No.
6815; Nevada No. 11186;
Arizona No. 29880; Utah
No. 351953-2201;
Oregon No. 02884LS;
Idaho No. 12639
Bureau of Land
Management:

Certified Federal
Surveyor, No. 1566

PROFESSIONAL

AFFILIATIONS
California Land Surveyors
Association
Idaho Society of
Professional Land
Surveyors
Nevada Association of
Land Surveyors

WOOD RODGERS,
INC. START DATE
May 15, 2000
www. woodrodgers .com

MICHAEL LONG, PLS, CFEDS
Mr. Long is a Principal at Wood Rodgers and has over 40 years of experience in surveying and mapping in the public and private sector. From 1988 to 1997, he served as the Deputy to the Contract City Engineer for the City of Lemoore, California and in 1998, he became the City Surveyor. He has prepared over 500 ALTA/ACSM Land Title Surveys, which were used to aid in the design of commercial development throughout California, Nevada, Arizona, and Oregon. His work experience includes being a survey department manager overseeing boundary surveys, boundary line adjustments, easement preparation and mapping with local agencies. Mr. Long has experience in supervising field crews in all aspects of surveying.

EXPERIENCE
City of San Ramon On-Call Surveying Services, San Ramon, California. Mr. Long is currently acting as the City Surveyor for San Ramon in providing as-needed surveying services. Tasks include providing review and discussing mapping issues with the City and applicants to complete the subdivision process. San Ramon local ordinances and the Subdivision Map Act are adhered to for project completion. We provide guidance to the City for interpreting record deeds and maps.

City of Oakland On-Call Citywide Surveying Services, San Ramon, California. Mr. Long is currently supervising citywide surveying and mapping services for the City of Oakland. Tasks include locating street monuments and preparing corner records to perpetuate their location before and after street paving projects. Currently we are scoped to provide survey services for 108 City monuments and Corner Records.

Oakland Waterfront Trail – US Audio/Capture Technologies Segment – Oakland, California. Mr.

Long is currently providing surveys as part of the design services for the City of Oakland for a gap closure segment of the Oakland Waterfront Trail. The Oakland Waterfront Trail is part of the San Francisco Bay Trail, a planned 400 mile network of bicycle and hiking trails that will form a continuous ring around the Bay. The US Audio/Capture Technology Segment will close one of the gaps in a 6.6 mile portion of the trail between Jack London Square and 66th Avenue.

On Call Survey Services – City of Piedmont, California. Mr. Long supervised a team of surveyors to prepare a GPS Control Network survey to establish geodetic control points throughout the City.

SR 89, Fanny Bridge – Lake Tahoe, California. Mr. Long is providing the lead for surveying and mapping for this project to re-align SR 89 and construct a new structure over the Truckee River to replace the iconic Fanny Bridge. Alternatives include installation of roundabouts and realignment of SR 89 through State Parks property to provide a connection to the new Placer County Transportation Center. The project will have a robust public outreach effort that will be led by Wood Rodgers and facilitated by the Tahoe Transportation District (TTD). Additionally, due to the unique structure, TTD has established an advisory committee consisting of TTD, Placer County, and USFS, to which the Wood Rodgers project lead will report. The PA/ED is anticipated to be completed in 2012.

Oakland International Airport, Port of Oakland – Oakland, California. Mr. Long supervised a team of surveyors for survey support for photogrammetric mapping to produce planimetric topographic mapping for airport apron reconstruction.

Lincoln Safe Routes to Schools – Lincoln, California. Mr. Long served as the surveying task lead providing the surveying and topographic mapping for this project to improve safety access to a total of six different school sites in the City. The project designed innovative “bulb-out” and retaining wall solutions to install many of the required pedestrian facilities. These solutions required outreach to local residences and impacted property owners, as well as design considerations to accommodate roadway drainage while minimizing impacts to existing facilities.

International Drive Extension, City of Rancho Cordova - Rancho Cordova, California. Mr. Long managed the surveys for the 21st/Freeport Two-Way Conversion Project. Project was to convert two existing one-way streets to two way traffic. Project scope also includes addition of traffic 








 




C.4.e
Packet Pg. 192 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Long, Michael

calming devices, new signals, and ADA Compliance. Both streets are major routes with high traffic volumes. Additionally, 21st Street has an existing railroad crossing over UPRR and Sacramento Regional Transit tracks. Project required the approval of a State of California, Public Utilities Commission (PUC) Application. This project was subject to high traffic volumes at a major intersection, high definition surveys using 3D laser scanning was instituted so that no survey crews were exposed to danger from traffic.

The Bridge District, City of West Sacramento Redevelopment Agency – West Sacramento, California. Mr. Long supervised the aerial topography of the project area, the as-built and pot holing location surveys for existing utilities to be abandoned, removed, and or relocated to the new street alignments for the redevelopment area around Raley Field. A Record of Survey Map was prepared and recorded to memorialize all the changes to the street alignments as well as monuments set.

Department of Water Resources – Floodplain Mapping, Sacramento, California. Since April 2009, Mr. Long has been managing and working with the Project Surveyor supporting the survey team for bathymetric and hydraulic surveys, Mission Planning and Post Processing of Control for LIDAR acquisition and photo imagery for approximately 2000 square miles for Floodplain Mapping of the Lower Sacramento River System.

Zinfandel Drive Extension, Sacramento County Housing and Redevelopment Agency – Rancho Cordova, California. Mr. Long is currently managing surveying for this project to provide sizing and design of the utility infrastructure for the South Mather Area, and integration of the design into DOT improvement plans for Zinfandel Drive Extension in the Mather Redevelopment Area.

Moss Landing Segment of Monterey Bay Sanctuary Scenic Trail – Monterey County, California.

Mr. Long supervised the surveying for preparation of an Initial Engineering Study, Environmental Documentation and Plans, Specifications and Estimate for the segment of the Monterey Bay Sanctuary Scenic Trail from Moss Landing Road to Moss Landing North Harbor. This segment is approximately 4,200 feet long and crosses Elkhorn Slough on a new 380-ft-long bridge, passes through sensitive natural environment and cultural resources, and passes through the Moss Landing Power Plant. This project will be constructed in the State right of way, so it will require close coordination with Caltrans.
21st/Freeport Two-Way Conversion Project, City of Sacramento – Sacramento, California. Mr.

Long managed the surveys for the 21st/Freeport Two-Way Conversion Project. Project was to convert two existing one-way streets to two way traffic. Project scope also includes addition of traffic calming devices, new signals, and ADA Compliance. Both streets are major routes with high traffic volumes. Additionally, 21st Street has an existing railroad crossing over UPRR and Sacramento Regional Transit tracks. Project required the approval of a State of California, Public Utilities Commission (PUC) Application. This project was subject to high traffic volumes and at a major intersection, high definition surveys using 3D laser scanning was instituted so that no survey crews were exposed to danger from traffic.

Tahoe Regional Planning Agency US 50 Stateline Core/Loop Road Project - South Lake Tahoe, California/Nevada. Mr. Long managed the surveys for this project converting two existing oneway streets to two way traffic. Project scope also includes addition of traffic calming devices, new signals, and ADA Compliance. Both streets are major routes with high traffic volumes.

Additionally, 21st Street has an existing railroad crossing over UPRR and Sacramento Regional Transit tracks. Project required the approval of a State of California, Public Utilities Commission (PUC) Application. This project was subject to high traffic volumes and at a major intersection, high definition surveys using 3D laser scanning was instituted so that no survey crews were exposed to danger from traffic.

State Route 49, Tuolumne County Transportation Council – Sonora, California. Mr. Long supervised the aerial topography and record Right-of-Way establishment as part of a road realignment for Parrotts Ferry Road Improvement Project.









 




C.4.e
Packet Pg. 193 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Surveys
TITLE
Associate Surveyor III

EDUCATION
BS, Physical Geography,
California State
University, Santa
Barbara, 1999
MA, Modeling,
Measurement and
Computation, California
State University, Santa
Barbara, 2002

REGISTRATIONS/

CERTIFICATIONS
Professional Land
Surveyor, California No.
9177, 2014

WOOD RODGERS,
INC. START DATE
March 30, 2015

RYAN SEXTON, PLS
Mr. Sexton is a licensed Land Surveyor in the State of California and has over 20 years of experience in the geospatial disciplines including land surveying, GIS, remote sensing, cartography and related fields. A Bachelor of Science and a Masters of Arts from the Geography Department at the University of California at Santa Barbara provide the foundation for his career. Mr. Sexton has worked on a variety of projects in the private sector for clients like Apple, Google, and Tesla; as well as public agencies including the cities of San Francisco, Mountain View, Redwood City, San Jose, EBMUD, CalWater, and many others. Mr. Sexton has extensive experience in all aspects of surveying both in the field and office.

EXPERIENCE
Arroyo Grande Bridge Replacement at Dry Creek – Livermore, California. Mr. Sexton is overseeing the survey and mapping effort for this project to replace the existing bridge on Arroyo Road at Dry Creek, outside of the southern boundary of Livermore, CA. This is a primarily FHWA funded project. All work will comply with FHWA and Caltrans requirements. In addition, the City of Livermore and LARPD have requested to upgrade the bridge to provide a Class 1 bicycle trail on the bridge. Funding for this additional work will be provided by local sources, which requires the identification and management of participating and non-participating project components. Construction phasing will address traffic handling through the construction area with minimal delays and disruption. The replacement bridge and roadway approaches will correct substandard geometrics and provide a vital link to valuable regional resources, both natural and economic.

Alameda County Water District Reservoir Monitoring – Alameda, California. Mr. Sexton managed the monitoring of five reservoir structures used by ACWD for storage of drinking water as required by the Division of Safety of Dams. Offsite and onsite control is utilized to monitor the movement or settling of each structure over the life of the facility. Mr. Sexton directed field crews to complete the monitoring, process and checked the data and then compiled the data in the required format.

City of Concord, On-Call Contract – Cambridge Safe Routes to School Improvements, Concord, California. Managed surveying for the preparation the topographic surveys and needed plats and legal descriptions for the project. Wood Rodgers also assisted with the preparation of street improvement plans, signing and striping plans, miscellaneous construction details, and quantity and cost estimates.

Oakland Bay Trail – Oakland, California. Mr. Sexton provided field surveys and prepared plats and legal descriptions for easements for the paths and for the temporary construction easements for this 2,000-foot section of this project. Initial tasks included developing conceptual trail alignments across three industrial properties in conjunction with the City, preparation of preliminary construction cost estimates, and determining regulatory agency permitting requirements and timelines for obtaining approvals. Once agreements were reached with the local property owners, the 35% conceptual plans and profiles were prepared for the Bay Trail pathway crossing of the three properties; updating preliminary construction cost estimate to construct the pathway; and provided boundary verification/field surveys, prepared base maps, legal descriptions, and plats.

Fruitvale Crossing, Oakland Bay Trail – Oakland, California. Mr. Sexton is the Lead Surveyor for this project to perform field survey and topographic mapping and prepared concept trail plans showing the alignment and profile for an accessible 12’ width pedestrian/bicycle path gap closure. Typical Sections were prepared to show differing conditions along the path alignment.

The Wood Rodgers team met with the City representatives and the property owner to review the conceptual trail exhibits and obtain input on the project and feedback on the concept plans.

Following the meeting with the property owner, the preliminary concepts and plans were modified to address the concerns of the property owner and 30% design plans and construction cost estimates were prepared. The City is in negotiations with the property owner on the final alignment.









 




C.4.e
Packet Pg. 194 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Sexton, Ryan

Santa Cruz County Alta Via Road Storm Damage – Santa Cruz, California. Mr. Sexton is managing the survey effort for this project to repair a storm damaged stretch of Alta Via Drive, a narrow, 9 foot wide, two way roadway. During the February 2017 winter storms, heavy rain runoff cascaded over the uphill (inboard) side of the roadway spilling onto the asphalt pavement and continuing over the downhill (outboard) side. The large volume and high velocity of the rain runoff caused damage to the roadway asphalt pavement and underlying embankment resulting in the roadway cracking and slipping downhill. Project tasks will include repair of the roadway, and evaluation of alternatives and design for either a soldier pile/timber lagging wall, a soil nail wall, or a gabion basket retaining wall. The retaining wall will be approximately 40 feet long and placed along the top of the downhill (outboard) side of the roadway. The cracked ac pavement will be removed and the embankment over excavated and replaced with new compacted embankment and pavement behind the retaining wall. Improved drainage, including underdrains, ditches, and dikes will also be provided.

Santa Cruz County Cox Road Storm Damage – Santa Cruz, California. Mr. Sexton is managing the survey effort for this project to repair a storm damaged stretch of Cox Road, a narrow 22 foot wide asphaltic concrete (AC/HMA) surface with two traffic lanes. During the January 2017 storms, heavy rains and storm run-off saturated soils on the steep hillside downslope of Cox Road resulting in a large slope failure. Project tasks will include a soldier pile retaining wall with timber lagging, steel walers, and grouted tiebacks. Additional improvements for limited drainage measures and AC/HMA reconstruction are included. The retaining wall will be approximately 110 feet long and constructed along the top of the outboard side of the roadway.

Funding for the project has been obtained from the Federal Emergency Management Agency (FEMA) and California Office of Emergency Services.

City and County of San Francisco On-Call Surveying and Mapping Services – San Francisco, California. Mr. Sexton played a key role in several survey and mapping projects in San Francisco.

The projects were all initiated through the Bureau of Street-Use and Mapping for various public agencies in San Francisco. Specifically, Mr. Sexton led Phase 2 of the Westside Recycled Water Project which included supplemental topographic surveying of 6 miles of roadways in San Francisco along Oak Street, through Golden Gate Park, and areas directly north and south of the park. The supplemental survey included identification of surface utilities within the roadways, trees, curbs and other hard scape features obscured by trees from the Phase 1 aerial survey. All aspects of the project were managed by Mr. Sexton. This included project control, survey crew scheduling, QA/QC, adhering to SF AutoCAD standards, frequent communication with the client, field data documentation including field notes, photos, sewer/storm pipe invert information and coordination with a local sub consultant (KCA Engineers) to complete the project.

Santa Clara Valley Water District On-Call Surveying and Mapping Services – Santa Clara, California. Mr. Sexton was part of the team that provided surveying and mapping services to the District for maintenance of their extensive vertical control network. SCVWD maintains hundreds of benchmarks throughout Santa Clara Valley for public benefit as well as compliance with the National Flood Insurance Program. Each monument must be validated on a 5 year cycle and Mr.

Sexton coordinated efforts with field crews and the District to run digital levels throughout the network. Mr. Sexton also played a key role in mapping cross sections of various streams and channels for use in hydrologic modeling.

AC2 Building – Apple Headquarters – Cupertino, California. Mr. Sexton assisted in the construction staking of various components of the building and improvements of the site. He also oversaw many supplemental topographic surveys on and offsite for projects relating to transportation, utility infrastructure and other relevant design needs.

On-Call Surveying, City and County of San Francisco, California. Mr. Sexton managed various topographic and boundary surveys for the Bureau of Street-Use and Mapping in the Department of Public Works. The Westside Recycling project in particular covered approximately five miles of city streets near Golden Gate Park.









 




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Packet Pg. 195 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

JESUS DORADO URENO
Mr. Dorado-Ureno is a field surveyor currently being a 4th Period Apprentice with over three years of experience in surveying and mapping in the public and private sector. Serving as a chainman on a number of surveying projects, he has been in charge of field operations during construction, interfacing with subcontractors and other members of the project team. He is also experienced in building layout, boundary control, aerial surveys, construction staking, topographic surveys, A.L.T.A. surveys, office calculations, client meetings, AutoCAD Civil 3D contouring and drafting of topographic surveys, Final Maps, Parcel Maps, Tentative Maps, and Legal Descriptions. A.L.T.A Surveys, Locating and estimating Job costs for bid, preparing contracts.

EXPERIENCE
City of San Ramon, Crow Canyon Pavement Study – San Ramon, California. Served as Field Surveyor for this project to prepare Pavement Design Recommendations Report for the Crow Canyon Road Rehabilitation and Widening Project. Several pavement rehabilitation methods were analyzed including the use of foamed asphalt to recycle the existing base material, cement treating the existing base material, and a cold central plant process to recycle and repave the existing HMA surface. Oversaw the field testing and subsurface investigation, laboratory analysis, and preparation of a Pavement Reconstruction Design Recommendations Report. Fieldwork for the investigation included site reconnaissance, subsurface exploration and sampling subgrade soils and structural section components. A condition evaluation of a segment of Crow Canyon Road was completed; reviewed information on original design, construction, and maintenance of the original street segment, as well as the findings of a geotechnical investigation of existing pavement; developed five alternatives to address the pavement reconstruction and widening needs which included select methods of recycling existing pavement materials in the new pavement; and provided recommendation that the project be bid with two options for reconstruction. Both involved full-depth reclamation (using cement stabilization) of the existing pavement. One option called for resurfacing with a conventional hot-mix asphalt (HMA) while the second called for a combination of asphalt mixtures that included conventional HMA and a mixture prepared through a cold central plant recycling process. Under Phase 2 of the project, unique specification requirements for the full-depth reclamation and cold central plant recycling processes were developed, recommendations for replacing part of the conventional HMA surface with an asphaltrubber hot-mix (ARHM) layer, answers to questions were provided that arose during the design submittal processes.

Meekland Avenue Bridge (33C0206) and Roadway Improvement Project – Alameda County, California. Providing field surveys for this project to secure Project Approval and Environmental Documents (PA&ED) and to prepare Plans, Specification, and Estimate (PS&E) for construction and replacement of the existing bridge on Meekland Avenue over San Lorenzo Creek, approximately 300 feet south of East Lewelling Boulevard. The existing roadway and bridge serve as a collector road serving schools, residences and commercial businesses. The project involves replacement of the existing bridge and multimodal improvements to 3,700 feet of the roadway corridor. The bridge will include additional sidewalk widths, a new Class II bike facilities, and aesthetic railings/barriers. The roadway improvements include pavement reconstruction/rehabilitation, additional sidewalk widths, new Class II bike facilities, utility relocations, street trees and clean water rain gardens, ADA compliant curb returns and driveways, and street lighting upgrades.

Construction phasing will address traffic through the construction area, with minimal delays and disruption. This project utilizes local, state, and federal funds. All design and environmental work will conform to Alameda County, FHWA/AASHTO, and Caltrans standards. Additional coordination is required with US Army Corps of Engineers, Alameda County Flood Control & Water Conservation District, and two Advisory Committees. Right of Way services includes potential sliver acquisitions along 55 of 102 frontage parcels.

On-Call Pavement Rehabilitation 2021 (ST-21-04) – Sunnyvale, California. Mr. Sexton is the Survey lead for this on-call contract for pavement rehabilitation services. Projects included under this contract will rehabilitate existing street segments consisting of pavement resurfacing and /or spot reconstruction/base repairs among other improvements. Wood Rodgers will identify the maintenance and rehabilitation (M&R) options and provide a treatment recommendation for each

PROJECT ROLE
Surveys
TITLE
Chainman/Apprentice

EDUCATION
Northern California
Surveyor’s Joint
Apprenticeship

WOOD RODGERS,
INC. START DATE
June 29, 2017









 




C.4.e
Packet Pg. 196 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Archer, Ronald

of the 17 street segments as well as developing design documents and provide construction support for this project. Additional tasks include investigating existing sites; obtaining pavement analysis through geotechnical cores and testing; assessing data and evaluation methods for rehabilitation; present and discuss recommendations and cost estimates with the City’s approval and direction; prepare plans, specifications and estimates (PS&E) for 50% design phase; prepare PS&E for 100% design phase; prepare the Bid Package; and provide bidding and construction support services.

Santa Cruz County Cox Road Storm Damage – Santa Cruz, California. Field Surveyor for this project to repair a storm damaged stretch of Cox Road, a narrow 22-foot-wide asphaltic concrete (AC/HMA) surface with two traffic lanes. During the January 2017 storms, heavy rains and storm run-off saturated soils on the steep hillside downslope of Cox Road resulting in a large slope failure. Project tasks will include a soldier pile retaining wall with timber lagging, steel walers, and grouted tiebacks. Additional improvements for limited drainage measures and AC/HMA reconstruction are included. The retaining wall will be approximately 110 feet long and constructed along the top of the outboard side of the roadway. Funding for the project has been obtained from the Federal Emergency Management Agency (FEMA) and California Office of Emergency Services.

Fruitvale Crossing, Oakland Bay Trail – Oakland, California. Field Surveyor for this project for topographic mapping and prepared concept trail plans showing the alignment and profile for an accessible 12’ width pedestrian/bicycle path gap closure. Typical Sections were prepared to show differing conditions along the path alignment. The Wood Rodgers team met with the City representatives and the property owner to review the conceptual trail exhibits and obtain input on the project and feedback on the concept plans. Following the meeting with the property owner, the preliminary concepts and plans were modified to address the concerns of the property owner and 30% design plans and construction cost estimates were prepared. The City is in negotiations with the property owner on the final alignment.

City of Oakland On-Call Citywide Surveying Services - Oakland, CA. Field Surveyor for on-call citywide surveying and mapping services for the City of Oakland. Tasks include locating street monuments and preparing corner records to perpetuate their location before and after street paving projects. Currently we are scoped to provide survey services for 108 City monuments and Corner Records. Additional services on behalf of the City of Oakland include: GPS, GIS, Topographic Mapping, Boundary/Legal Support, Plat Mapping, Map Review, Construction Surveys, and Final Staking on an as needed basis.

Brisa Station – Livermore, California. Provided Topographic Survey services as well as Boundary control and layout of phase 1 of a 2 phase residential development consisting of Capital improvements in Vasco Road and Brisa Avenue, and the construction of a 155 mixed use residential neighborhood.
1980 Tarob Court Townhome - Milpitas, California. Assisted with surveying for this 59-unit attached townhome project located at 1980 Tarob Court. Scope of work includes preliminary surveys and final engineering. Topographic surveying included the location of existing utilities and street improvements necessary for design; Final Map preparation and Condominium Plan; on-site and off-site construction surveying; and monumentation. Engineering includes the preparation of a site plan based on Tentative Map and final architectural building footprints; on-site grading and improvement plans; final grading plans; off-site improvement plans; Stormwater Management Plan/Report; Hydrology and Hydraulics; and building plot plans.

East 12th Street Bikeway Project – Oakland, California. Assisted with providing comprehensive surveying services for several segments of the East 12th Street Bikeway Project that included: East 12th St. (35th Ave. to 50th Ave.); East 12th St. (50th Ave. to 54th Ave.); and 54th Ave. (East 12th St. to International Blvd.).









 




C.4.e
Packet Pg. 197 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Structural
TITLE
Principal, Engineer II

EDUCATION
MS, Structural
Engineering, University
of California, San Diego,
1995
BS, Structural
Engineering, University
of California, San Diego,
1991

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
59925
Registered Professional
Engineer, Nevada No.
025873

PROFESSIONAL

AFFILIATIONS
County Engineers
Association of California
(CEAC)
American Society of Civil
Engineers (ASCE)
American Public Works
Association (APWA)
San Joaquin Valley Road
Commissioners (SJVRC)
Women in
Transportation (WTS)
American Institute of
Steel Construction (AISC)
American Council of
Engineering Companies
(ACEC)
AWARDS
ASCE-Sacramento
Section 2016 Arthur L
Elliott Bridge Award for
Outstanding
Achievement in Bridge
Engineering

CHRIS HODGE, PE
Mr. Hodge has more than 24 years of civil engineering experience and has been involved in the planning and design of new bridges and roads; concrete, steel, wood, and reinforced earth retaining structures; rehabilitation projects; emergency repairs; and seismic retrofits. He is experienced in all phases of project development and PS&E deliverables. Mr. Hodge is also experienced in working with local agencies and Caltrans Local Assistance; in the application of Caltrans design criteria for highway bridges, including the latest LRFD and seismic design requirements; in leading turn-key service teams; in providing on-call and emergency response services; and in the project development procedure related to environmental CEQA/NEPA compliance, PS&E deliverables, and federal funding timelines and programming forms. Over his career, Mr. Hodge has provided management and/or design services on over 30 local agency bridge projects, most of which utilized federal (Highway Bridge Program) funds; and has provided seismic as-built assessment, retrofit strategy development, and/or final retrofit design on over 35 bridge projects. He has Established relationships with Caltrans District and HQ Local Assistance, Structures Local Assistance, Earthquake Engineering, and Geotechnical Design North.

Mr. Hodge has proven performance managing project schedules and budgets, and is well versed in navigating within the constraints of the HBP and Caltrans programming having successfully gained approval on multiple challenging long approach roadway bridge projects.

EXPERIENCE
Arroyo Bridge Replacement over Dry Creek – Alameda County, California. Project Manager to replace a deteriorating bridge with substandard (geometrics) two-lane roadway in a rural region of the County. Tasks included geometric modifications, reconstruction of the roadway, evaluation of structure type alternatives, coordination with utility relocations and service disruptions, geotechnical and hydraulic studies, environmental documents and permitting, rightof-access and acquisitions, and design of a 38-feet long by 58-feet wide replacement bridge.

Project is funded by Caltrans HBP and subject to LAPG/LAPM programming and approvals.

Meekland Avenue Bridge (33C0206) and Roadway Improvement Project – Alameda County, California. Project Manager providing engineering and environmental services to secure Project Approval and Environmental Documents (PA&ED) and to prepare Plans, Specification, and Estimate (PS&E) for construction and replacement of the existing bridge on Meekland Avenue over San Lorenzo Creek, approximately 300 feet south of East Lewelling Boulevard. The existing roadway and bridge serve as a collector road serving schools, residences and commercial businesses. The project involves replacement of the existing bridge and multimodal improvements to 3,700 feet of the roadway corridor. The bridge will include additional sidewalk widths, a new Class II bike facilities, and aesthetic railings/barriers. The roadway improvements include pavement reconstruction/rehabilitation, additional sidewalk widths, new Class II bike facilities, utility relocations, street trees and clean water rain gardens, ADA compliant curb returns and driveways, and street lighting upgrades. Construction phasing will address traffic through the construction area, with minimal delays and disruption. This project utilizes local, state, and federal funds. All design and environmental work will conform to Alameda County, FHWA/AASHTO, and Caltrans standards. Additional coordination is required with US Army Corps of Engineers, Alameda County Flood Control & Water Conservation District, and two Advisory Committees. Right of Way services includes potential sliver acquisitions along 55 of 102 frontage parcels.

Contra Costa County On-Call, Alhambra Valley Emergency Road Repair Project – Contra Costa County, California. Project Manager/Design Engineer responsible for preparing a retaining wall type selection memo, project plans, specifications, and a cost estimate for stabilizing the slopes and repairing the existing roadway and guardrails adjacent to the creek on the north side of Alhambra Valley Road at two locations, approximately 1.2 miles west of Deer Creek Drive in the unincorporated area of Contra Costa County. Notable challenges faced for this project involved the short duration allowed from type selection through full design due to the nature of the oncall contract, as well as the design of the wall system considering only immediately available materials and limited downslope construction access.









 




C.4.e
Packet Pg. 198 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Hodge, Chris

Santa Cruz County Alta Via Road Storm Damage – Santa Cruz, California. Principal-in-Charge and Project Manager for this project to repair a storm damaged stretch of Alta Via Drive, a narrow, 9 foot wide, two way roadway. During the February 2017 winter storms, heavy rain runoff cascaded over the uphill (inboard) side of the roadway spilling onto the asphalt pavement and continuing over the downhill (outboard) side. The large volume and high velocity of the rain runoff caused damage to the roadway asphalt pavement and underlying embankment resulting in the roadway cracking and slipping downhill. Project tasks will include repair of the roadway, and evaluation of alternatives and design for either a soldier pile/timber lagging wall, a soil nail wall, or a gabion basket retaining wall. The retaining wall will be approximately 40 feet long and placed along the top of the downhill (outboard) side of the roadway. The cracked ac pavement will be removed and the embankment over excavated and replaced with new compacted embankment and pavement behind the retaining wall. Improved drainage, including underdrains, ditches, and dikes will also be provided.

Canyon View & Utica Drive Storm Damage Repairs – Calaveras County, California. Principal-inCharge/Project Manager for this project to restore damaged roadway and culvert on Canyon View and Utica Drive in Calaveras County which was damaged during the 2017 winter storms.

The project includes review the scope of work provided by the California Governor’s Office of Emergency Services (CalOES) and the Federal Emergency Management Agency (FEMA) to return the facility to pre-disaster conditions and determine if an alternative reasonable repair strategy is warranted. Tasks will include completing project development work, including environmental, permitting, right-of-way, utility relocation, design and other necessary supporting services to provide 100% PS&E package suitable for the County to issue a Notice to Bidders.

Alamo Canal Trail/I-580 BART Undercrossing – Dublin & Pleasanton, California. APWA NorCal Chapter 2013 Project of the Year for Small Cities – Lead Structure Engineer for the preliminary engineering, environment (biological) clearance, geotechnical and hydraulic studies, and final contract documents to complete a Class I bicycle and pedestrian trail (accessibility-compliant) along the Alamo Canal flood control channel, a major flood control facility primarily under the jurisdiction of Zone 7 Water Agency. The Alamo Canal trail is a spur off the Iron Horse Trail, a major, 28-mile-long regional trail running from Concord to Dublin. Closing this gap completes an unbroken non-motorized transportation corridor from Concord to downtown Pleasanton and significantly improves bicycle and pedestrian circulation in the Tri-Valley Area. The trail segment passes beneath a BART aerial structure, I-580 (a major Caltrans-managed facility), and several connector ramps, requiring close coordination with those agencies. Final design utilized a nonstandard reinforced concrete “Type 7” retaining wall on spread footings. Special design approval was required from Caltrans Geotechnical Design North to allow excavation for construction within 3 feet of existing foundations and support piles for six adjacent structures.

The project was funded by TIGER II grant, FTIP, Alameda County’s Measure B, EBRPD Measure WW, and local funds.

Contra Costa County On-Call, Happy Valley Embankment Repair – Contra Costa County, California. Mr. Hodge is the Principal-in-Charge for the 100% level plans, specifications, and cost estimates for this project to addresses structural repair of the damaged roadway embankment along Happy Valley Road northwest of the City of Lafayette. During heavy winter storm activity, runoff from the inboard roadside drainage swale and an adjacent corrugated metal pipe (CMP) culvert exceeded capacity, and flowed across the paved roadway surface, over the outboard shoulder, and down the embankment slope. As a result of slope erosion or in combination with the loss of toe support, a portion of the roadway embankment failed. A feasibility memo was also prepared that addressed site conditions and constraints, contractor staging areas, equipment access, staging and potential detours, utility conflicts, and a repair alternative comparison including advantages/disadvantages, construction durations, and costs. 








 




C.4.e
Packet Pg. 199 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Structural
TITLE
Associate Engineer

EDUCATION
BS, Structural
Engineering, California
State University,
Sacramento, 2003

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Engineer, California No.
70037, 2006

PROFESSIONAL

AFFILIATIONS
Women in
Transportation Seminar
(WTS)

WOOD RODGERS,
INC. START DATE
March 16, 2020

STACEY RANDALL, PE
Ms. Randall has 17 years’ experience in management, design, and construction of bridge, structures, and roadway projects. She has managed and led multi-disciplinary design teams throughout development and contract document phases for various bridge and roadway transportation projects for local cities and counties. Her extensive HBP program knowledge and project experience provides her insight into identifying tasks that are critical to timely project completion. She has the ability to analyze project goals and arrive at effective solutions, particularly with projects involving complex local/regional traffic patterns, tight constraints, and various public/private interests. Her bridge design experience includes preparation of plan details, quantity take-offs, quantity calculations, cost estimates, and special provisions.

Ms. Randall is also an experienced bridge design engineer responsible for calculations, plan details, quantity take-offs and cost estimates for bridges. She is experienced at designing both cast-in-place and pre-cast/pre- stressed structures and is well versed in Caltrans standard design practices. Stacey is skilled at using many different bridge analysis programs, including CT Bridge, XSECTION, wFrame, CT Abut, SAP2000 and LPILE, as well as working experience with AutoCAD.

EXPERIENCE
Happy Valley Road Embankment Repair – Contra Costa, California. Ms. Randall is the Lead Structures Engineer for the 100% level plans, specifications, and cost estimates for this project to addresses structural repair of the damaged roadway embankment along Happy Valley Road, located on Happy Valley Road, 0.2 mile east of Bear Creek Road, northwest of the City of Lafayette. This is the second task for the On-call Structural Engineering Services contract (2019 – 2022) for Contra Costa County.

Canyon View & Utica Drive Storm Damage Repairs – Calaveras County, California. Oversight Independent Design Check Engineer for this project to restore damaged roadway and culvert on Canyon View and Utica Drive in Calaveras County which was damaged during the 2017 winter storms. Repairs include a 90 feet long x 15 feet tall soldier pile wall with grouted tiebacks and reinforced concrete walers.

Lompico Road Storm Damange Repair – Santa Cruz County, California. Oversight Project Engineer for this project to restore damaged roadway and culvert on Lompico Road in Santa Cruz County which was damaged during the 2017 winter storms. Repairs include a 72 feet long soldier pile wall with timber lagging and installation of a trenched underdrain.

Gilbert Road over TID Ceres Main Canal – Stanislaus County, California. Project Manager for the preparation of plans, specifications, and estimate for the replacement of the Gilbert Road Bridge over the TID Ceres Main Canal. The existing bridge will be replaced with a two span slab bridge on cast-in-drilled-hole pile foundations. Duties will include project management, coordination between client and subconsultants, and preparation of project specifications.

Pleasant Valley Road Bridge at S. San Joaquin Irrigation District Main Canal – Stanislaus County, California. Project Engineer/Utility Coordinator for project replacing a four span bridge on reinforced concrete pier walls. Responsible for coordination with utility companies and organizing onsite field meetings to determine required relocations. Prepared all LAPM paperwork associated with obtaining utility certification including verification letters, Report of Investigation (ROI), relocation plans, Notice to Owners (NTO, and Utility Agreements (UA).

Prepared Right of Way Certification Form and performed extensive coordination with Caltrans District 10 for certification of right of way.

Brewer Road Bridges – Placer County, California. Project Engineer and Structure Design Engineer for replacement of three bridges on Brewer Road in rural Placer County. The existing slab bridges will be replaced with single span precast/prestressed voided slab bridges founded on cast-in-drilled-hole concrete piles. Duties include bridge design, and coordination between client, subconsultants, and utility companies.

Alpine Meadows Road Bridge Replacement – Placer County, California. Deputy Project Manager and Structure Project Engineer for replacement of the Alpine Meadows Bridge over the 








 




C.4.e
Packet Pg. 200 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Randall, Stacey

Truckee River. The replacement bridge consisted of a new 120-foot long, single-span, pre-cast, pre-stressed concrete wide flange girder structure, as well as a temporary on-site detour to remove and replace the existing bridge in a single construction season. Opting to use pre-cast bridge elements, the construction schedule was accelerated to a 5.5 month window. In doing so, the heavy recreational traffic that visits Alpine Meadows Ski Resort during the winter season avoided navigating through a construction site. Duties included bridge design, and coordination between subconsultants and utility companies.

Clay Street Realignment and Bridge Replacement – City of Placerville, California. Deputy Project Manager and Project Engineer for the preparation of plans, specifications, and estimate for the replacement of the Clay Street Bridge over Hangtown Creek and the realignment of Clay Street. The existing bridge will be replaced with a single span slab bridge on shallow foundations, and the road will be realigned to create a four-way stop controlled intersection. Duties will include project management, coordination between client and subconsultants, and preparation of project specifications.

Forsythe Creek Bridge Replacement on Reeves Canyon Road – Mendocino County, California.

Deputy Project Manager/ Project Engineer responsible for the preparation of PS&E for the replacement of Forsythe Creek Bridge. The existing bridge was replaced with a three-span, 22- foot wide, cast-in-place slab bridge, approximately 154-feet in length. Duties included structure design oversight, stakeholder coordination, and utility coordination.

Placerville Drive Corridor – City of Placerville, California. Project manager, for the Placerville project proposing new bicycle and pedestrian facilities in the Placerville Drive corridor from Armory Drive to the Highway 50 undercrossing. The existing roadway has discontinuous sidewalks and limited Class II bike lanes throughout its length. This project will also include replacement of the functionally obsolete Hangtown Creek Bridge on Placerville Drive. The existing two-lane structure will be replaced with a wider bridge which accommodates two lanes of travel, one center median, and bike lanes and sidewalks on each side.

De la Guerra Street Bridge – City of Santa Barbara, California. Project engineer for the preparation of plans, specifications, and estimate for the replacement of the De la Guerra Street Bridge over Mission Creek. The existing single span reinforced concrete tee beam bridge was replaced with a single span bridge with precast box-beam girders founded on cantilever abutments on cast-in-drilled-hole concrete piles. Construction of three adjacent soldier pile retaining walls was also included to provide upstream and downstream protection of the channel. Project was funded with HBP funds.

Chapala Street Bridge – City of Santa Barbara, California. Project engineer for the replacement of a historic truss bridge over Mission Creek. The structurally deficient bridge replacement project was funded with HBP funds. Project involved preparation of a technical memorandum to justify replacement over rehabilitation, and assistance with HBP paperwork for the change in scope.









 




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Packet Pg. 201 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

ANTHONY JOHNSON, PE, SE
Mr. Johnson has 24 years of engineering experience and has served as project engineer in the development of numerous public and private projects throughout California and some out-ofstate projects including the high wind load regions of Texas. He has extensive experience as a structural design engineer for water/wastewater treatment facilities and hydraulic structure projects, including preparation of design preliminaries, design calculations, engineering detailing, construction documents, specifications, and construction support. He has also completed new construction and retrofit design documents for numerous building design projects.

EXPERIENCE
Raw Water Lift Station Condition Assessment, East Contra Costa Irrigation District – Brentwood, California. Structural Engineer for the assessment of six raw water lift stations for the East Contra Costa Irrigation District (ECCID). Wood Rodgers completed a structural, mechanical and civil assessment of the 100-year-old lift stations and ancillary components for the District. Wood Rodgers structures staff evaluated the building structural, below grade inlet piping, and pumping unit support to provide a clear direction on safety of each facility. The structural review of Pump Station 2 located near West Bixler Road and Lakeshore provided an insight to the improvements required at the other lift stations. Structural calculations were prepared in accordance with ASCE 7-10 and ACI 318-14 for Structural Concrete with the Risk Targeted Maximum Considered Earthquake ground response acceleration. A summary table was prepared indicating the tests completed and the proposed Retrofit Improvements for each of the six lift stations.

Cull Creek Dam Spillway Retrofit – Castro Valley, California. Provided structural analysis of the existing Cull Creek Dam Spillway structure and provided structural calculations, drawing, specifications, and construction sequence recommendations for the retrofit and installation of a new warped approach channel and lowered spillway channel. The new spillway channel is 7’-6” lower than the existing channel. Temporary soil anchor tie backs were used to stabilize an existing 10’-0” cantilever channel retaining walls during construction of the new inlet channel foundation and walls.

Redwood Creek Improvement Project – Redwood City, California. Structural Engineer for the structural assessments for the channels, prioritized the sections that need to be replaced, and to develop improvement strategies and plans, specifications, and cost estimates for two of these channel reaches. In addition, a Basis for Design Report was developed to document the structural assessment, the prioritization of reaches, and alternatives for improvements. The alternatives included replacing the walls only, replacing the whole channel sections, placing sheet piles with a Giken sheet pile presser, capping the channel with a concrete ceiling, flow bypasses to replace the channel, reinforcing the sections inside the channel with detention to mitigate impacts, and others.

Chain of Lakes 1 (COLl) Well Facility Stabilization Project – Livermore, California. Structural Engineer for the Structural Conditions Assessment services required for this project. Scope of services included the review of existing documents and site surveys to assess and study conditions as appropriate. Specific tasks included the review of survey information, structure design plans, and construction records for the Well Building and the associated structures, and assess the current condition of those structures.

City of American Canyon Water Treatment Plant – American Canyon California. Completed structural design documents for a water treatment tank, below grade pipe trenches, pump stations, chemical storage, overhead crane systems and prefabricated building foundations.

City of Lodi Wastewater Treatment Facility – Lodi, California. Mr. Johnson served as the Project Engineer for the New, Expansion, and Retrofit addition to the City of Lodi Wastewater Treatment Facility. As project engineer, he worked with the West Yost & Associates wastewater treatment design team. Structural engineering services included preparing construction documents and providing construction support services.

PROJECT ROLE
Structural
TITLE
Associate, Structural
Engineer II

EDUCATION
MS, Civil Engineering,
California State
University Sacramento,
1999;
BS, Civil Engineering,
California State
University Sacramento,
1996

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Structural Engineer,
California No. 5349
Registered Professional
Civil Engineer, California
No. 60515









 




C.4.e
Packet Pg. 202 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Johnson, Anthony

Simmons Slough DWR Grant Migration Project – Marin County, California. Structural Engineer for the preparation of documentation for a migration of an Integrated Regional Water Management Grant (which is tied to the North Deer Island Project) to the Simmons Slough Water Management Project (Simmons Slough Project). The study recommended gravity pipe (culvert) improvements at several locations (including six 48” RCPs at various locations in the Simmons Slough area surrounding Hwy 37), the clearing of sediment in the Hwy 37 crossing, and a 40-cfs (18,000-gpm) remote pump facility to replace the non-functioning “Big Bertha” pump. The grant migration was accepted by the Department of Water Resources. Developed a Basis of Design document to refine the improvements. Based on an Alternatives Analysis, the selected alternative is the construction of a new pump station at Big Bertha site.

Alvarado Pump Station Improvements – Union City/Alameda County, California. Structural Engineer for the pump station improvements. Scope included the selection and design of the four (4) 125 HP vertical axial propeller pumps, one (1) 15 HP submersible solids handling pump and 36” flap gate replacement. The project scope includes converting a the existing 234 CFS pump station from diesel engine driven pumps to electric motor driven pumps and a new 800 kW backup emergency generator.

Hillcrest & Silverado Highlands PS Replacement - Napa, California. Structures Engineer for the design, construction support services, as well as technical support through equipment start-up and daily normal operations of two potable water pump stations (Hillcrest Pump Station and Silverado Pump Station) that were destroyed during the Atlas Fire. Pump stations will be designed and reconstructed to meet current requirements of Title 22 Drinking Water Standards and the California Fire Code.The Hillcrest Pump Station, located on Hillcrest Drive across from 2800 Hillcrest Drive, consisted of three pumps (and all ancillary equipment) with total dynamic heads and capacities of approximately 195 feet and 425-625 gallons per minute (gpm). The Silverado Highlands Pump Station, located above the Milliken Water Treatment Plant at 630 Chaparral Circle, consisted of three pumps (and all ancillary equipment) with total dynamic heads and capacities of approximately 70 feet and 100 gpm.

Estudillo Canal Tidegate Structure and Bridge – Alameda County, California. Mr. Johnson is the Project Engineer for the replacement of an existing Tidegate Headwall Structure utilizing the existing timber pile foundation system. Additionally, replacement of the existing equestrian and pedestrian rated bridge with a new H20 vehicle rated pre-stressed bridge deck with new concrete abutments and bents on new precast concrete pile foundations. The new bridge will span over the exiting headwall and bridge structure and the new headwall height will be increased to accommodate predicted rising tide levels. As project engineer, Mr. Johnson, is providing structural analysis of the existing structures, structural calculations, drawings, specifications, and cost estimates for the retrofit and replacement project. The project design is currently in progress and is expected to begin construction mid-2018.

Natomas Basin Reach H – Geotechnical Data Report and Civil Design of Levee Improvements – Sacramento County, California. Structural Engineer evaluating and design levee improvements at Reach H of the Natomas Basin in Sacramento County, CA. Work included determining existing levee constraints, developing proposed levee land acquisition areas, developing improvement plans for levee improvements including construction of seepage cutoff walls by different construction methods and utility encroachment reconstruction, preparing project specifications and bid documents.

McKinley Village Storm Drain Pump Station / Sanitary Sewer Lift Station - Sacramento, California. Prepared structural calculations and engineering documents for a Storm Drain / Sanitary Sewer Facility servicing a new residential infill housing project located in the City of Sacramento. The structures designed and detailed included a 13.3 cfs Storm Drain Pump Station, Sewer Lift Station, Sewer Overflow Reservoir, Control Building, and miscellaneous site structures. 








 




C.4.e
Packet Pg. 203 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

DWAYNE SLAVIN, PE, SE

PROJECT ROLE
Structural
TITLE
Senior Structural
Engineer
Associate

EDUCATION
BS, Architectural
Engineering, Cal Poly San
Luis Obispo, 1989

REGISTRATIONS/

CERTIFICATIONS
Structural Engineer,
California No. 4349,
1999
Civil Engineer, California
No. 50677, 1993

WOOD RODGERS,
INC. START DATE
August 1, 2007

PROFESSIONAL

ENDEAVORS
5/2007-8/2007
Integrated Design Group
(Merged with Wood
Rodgers 8/2007)
Associate Structural
Engineer
2/2006-5/2007:

Crosby Group Associate
Structural Engineer
2/2000-2/2006:

Integrated Design Group
Associate Structural
Engineer
10/1994-2/2000:

The Spink Corporation
Associate Structural
Engineer
7/1989-10/1994:

Robert Englekirk, Inc
Project Engineer
Mr. Slavin has over 28 years of experience in the development of numerous projects for both public and private entities throughout California and projects out-of-state. Not focused as a specialist in any one aspect of structural engineering, he has instead gained extensive experience as a structural design engineer in preparation of design preliminaries, design calculations, engineering detailing, project specifications, and evaluation reports on a wide variety of new and retrofit projects. He is thoroughly knowledgeable of the code requirements for structural steel, reinforced concrete, masonry, and wood structures - including the associated seismic structural system requirements - for a variety of standard building and bridge types as well as several unique and unusual structures.

EXPERIENCE
Happy Valley Embankment Repair – Contra Costa County, California. Mr. Slavin is providing independent check for this inspection and wall feasibility assessment memo under an expedited timeline for this stretch of storm damaged narrow single-lane roadway. This task order included notification, coordination, and mobilization for site review in less than 2 business days. Engineering assessment conclusions were provided within 5 days after inspection. The draft final feasibility memo was provided within 7 days, and the final memo addressing all comments was provided within 3 weeks after inspection. The memo addressed site conditions and constraints, contractor staging areas, equipment access, construction staging and potential detours, utility conflicts, and comparison of alternatives including advantages/disadvantages, construction durations, and costs.

The County had determined a soldier pile wall system as their preferred repair alternative for the site conditions. An engineering evaluation to validate the structural feasibility of a cantilever wall system and a tie-back wall system, to determine an effective cost per square foot price for each wall type, and to provide input on related downslope access and impacts for construction.

Approximate dimensions of final cantilever soldier pile wall face are estimated at 45 feet long x 17 feet high.
1548 Maple Street Junction Box Improvements – Redwood City, California. Structural Engineer for junction box improvements at 1548 Maple Street in Redwood City. Preliminary evaluations included determining structural design criteria based on the current CBC and ASCE standard, junction box structural evaluation that included the surcharge loads to deck and walls, and retrofit structural calculations. In addition, reviewed City and local requirements and prepared the engineering design and details for the 24” HDPE Restraint System; prepared engineering design and details to accommodate the revisions to the top slab at the access openings and wall layout for the extension of the junction box; prepared revisions to the engineering design and details at the Top Lid; and provided bid and construction support.

Redwood Creek Improvement Project, Redwood City, California - Structural QA/QC for the structural assessments for the channels, prioritized the sections that need to be replaced, and to develop improvement strategies and plans, specifications, and cost estimates for two of these channel reaches. In addition, a Basis for Design Report was developed to document the structural assessment, the prioritization of reaches, and alternatives for improvements. The alternatives included replacing the walls only, replacing the whole channel sections, placing sheet piles with a Giken sheet pile presser, capping the channel with a concrete ceiling, flow bypasses to replace the channel, reinforcing the sections inside the channel with detention to mitigate impacts, and others.
42nd Avenue and High Street Access Improvements, Oakland California. Provided structural design support for the retaining walls portion of this project that consisted of minor and major arterial roadways with 5 signalized intersections, undercrossing of interstate 880, staged construction / traffic handling plans, retaining walls, landscaping, rights of way acquisition coordination and utility relocation. The project was ultimately processed through approval with all impacted Utility Agencies, the City of Oakland and Caltrans’ District 4 office.

SCVWD Lower Penitencia Creek – Milpitas, California. Improvements to accommodate higher water surface elevations along approximately 1 mile stretch of existing levees on Lower Penitencia 








 




C.4.e
Packet Pg. 204 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Slavin, Dwayne

Creek. Assisted with design of steel sheet pile flood walls. Also, primary structural designer for two precast concrete, two-span replacement bridges over creek with total length of 130’ each.

Designer for retrofit of existing three-cell concrete box culvert to receive new concrete flood walls.

Currently in late design phase. Evaluation of existing bridges for partial submergence during interim water surface conditions.

Santa Cruz County Cox Road Storm Damage – Santa Cruz, California. Mr. Slavin is providing independent check for this project to repair a storm damaged stretch of Cox Road, a narrow 22 foot wide asphaltic concrete (AC/HMA) surface with two traffic lanes. During the January 2017 storms, heavy rains and storm run-off saturated soils on the steep hillside downslope of Cox Road resulting in a large slope failure. At the damage site, the roadway is posted as a single lane road and the double-yellow stripe has been removed. In addition, the downslope failure impacted overhead utility lines and required the reconstruction of at least one support pole and guyline/pole. Project tasks will include a soldier pile retaining wall with timber lagging, steel walers, and grouted tiebacks. Additional improvements for limited drainage measures and AC/HMA reconstruction are included. The retaining wall will be approximately 110 feet long and constructed along the top of the outboard side of the roadway. Funding for the project has been obtained from the Federal Emergency Management Agency (FEMA) and California Governor's Office of Emergency Services (Cal OES) grant application dated August 7, 2018.

Spring Valley Road Bridge over Little Dry Creek – Yuba County, California. Mr. Slavin is a Project Engineer for the bridge portion of the Spring Valley Road Bridge Replacement Project. The existing Spring Valley Road Bridge is a 61 foot long, 20 foot wide, four-span continuous reinforced concrete slab bridge. Due to its substandard roadway width, it has a Sufficiency Rating of 55.5 and is classified as "functionally obsolete". The recommended replacement bridge, as presented in the Structure Type Selection Report, is a single-span 100 foot long by 35.5 foot wide precast prestressed concrete I girder bridge. The project also includes 220 feet of concrete retaining wall running along the roadway and creek's edge. Final design is slated for 2018, followed by construction in 2019. The project is being funded by the federal HBP and Toll Credit Program.

Santa Cruz County Alta Via Road Storm Damage – Santa Cruz, California. Mr. Slavin is providing independent check for this project to repair a storm damaged stretch of Alta Via Drive, a narrow, 9 foot wide, two way roadway. During the February 2017 winter storms, heavy rain runoff cascaded over the uphill (inboard) side of the roadway spilling onto the asphalt pavement and continuing over the downhill (outboard) side. The large volume and high velocity of the rain runoff caused damage to the roadway asphalt pavement and underlying embankment resulting in the roadway cracking and slipping downhill. Project tasks will include repair of the roadway, and evaluation of alternatives and design for either a soldier pile/timber lagging wall, a soil nail wall, or a gabion basket retaining wall. The retaining wall will be approximately 40 feet long and placed along the top of the downhill (outboard) side of the roadway. The cracked ac pavement will be removed and the embankment over excavated and replaced with new compacted embankment and pavement behind the retaining wall. Improved drainage, including underdrains, ditches, and dikes will also be provided.

Saratoga Estates – El Dorado County, California. New residential development with 317 lots on 120+ acres. Project Structural Engineer for the design of concrete and concrete block retaining walls up to 26’-0” high adjacent to new houses and roadways bearing on engineered fill and weathered bedrock. Single and multiple tier configurations. Design of short span (22’) concrete box culvert and headwall crossing over protected creek system (no impact within creek boundary allowed during construction), and design development and review of long span (73’) precast concrete arch culverts designed by Contech over similar creek systems. Project is currently under construction with completion anticipated later this year. Design of detention basin inlet and outlet structures for pipes up to 42” diameter with concrete walls up to 12’-0” high. 








 




C.4.e
Packet Pg. 205 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Traffic & Electrical
TITLE
Engineer II

EDUCATION
BS, Civil Engineering,
University of California at
Davis, 1994

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Civil Engineer, California
No. 70004
Registered Professional
Civil Engineer, Nevada
No. 024192
Registered Professional
Traffic Engineer,
California No. 2457

PROFESSIONAL

AFFILIATIONS
Member, Institute of
Transportation Engineers

WOOD RODGERS,
INC. START DATE
July 28, 2003

STEVEN LEUNG, PE, TE
Mr. Leung is a registered Civil and Traffic Engineer with 27 years of experience in transportation engineering with an emphasis in preparing PS&E for roadway and electrical design primarily in traffic signal, roadway lighting, interconnect, traffic monitoring system design. He has been responsible for the electrical design includes field visiting, utility coordination, preparation of conceptual layouts, reports, and calculations. He also prepares detail design of traffic signal hardware placement, underground conduit and conductor system, and signal phase operating sequences. Mr. Leung has also worked extensively with utility companies, general contractors, and government agencies for project coordination and construction support services. He also has extensive experience in roundabout and roadway geometric, signing and striping, traffic handling design, and traffic modeling. Mr. Leung is highly competent in the use of AutoCAD, Microstation, AutoTurn, and AGI (area lighting analysis software), Synchro 8, and Vissim.

EXPERIENCE
Villages of Fairfield Traffic Signals – Fairfield, California. Mr. Leung provided electrical and traffic signal design as part of for the improvement plan design and construction management for 200-acre mixed-use project for 204 residential lots, medium and high density residential, park/ school site, commercial site, transmission water main, and major roadway design. The ĞůĞĐƚƌŝĐĂů ĚĞƐŝŐŶ ŝŶĐůƵĚĞĚ ƚƌĂĸĐ ƐŝŐŶĂů ŝŶƐƚĂůůĂƚŝŽŶ͕ ŵŽĚŝĨŝĐĂƚŝŽŶ͕ ĂŶĚ ŝŶƚĞƌĐŽŶŶĞĐƚ ĨŝǀĞ intersections on a mile-long segment on Clay Bank Road. DĞƐŝŐŶ ŝŶĐůƵĚĞĚ ƚŚĞ ƚƌĂĸĐ ƐŝŐŶĂů hardware placements including but not limited to signal controller assemblies, vehicle signal heads, pedestrian signal heads, Accessible Pedestrian Signals (APS’s), video detection and adaptive signal control systems. Determined the signal operating phasing (vehicle and ƉĞĚĞƐƚƌŝĂŶͿ͕ ĂŶĚ ĚĞƐŝŐŶĞĚ ƚŚĞ ƚƌĂĸĐ ƐŝŐŶĂů ŝŶƚĞƌĐŽŶŶĞĐƚ ĂŶĚ ƵŶĚĞƌŐƌŽƵŶĚ ĐŽŶĚƵŝƚ ĂŶĚ conductor system.

Oakland CA 130 Grade Crossings – Oakland, California. Mr. Leung provided signal design for safety improvements at two separate grade crossing locations within the City of Oakland; each having high volume train, pedestrian and vehicular traffic. Wood Rodgers provided the Civil Engineering, Signal Design, and Project Management required for the preparation of PS&E and the CPUC GO-88B application. Site one, Broadway and Embarcadero intersection with UPRR and Amtrak railway grade crossing, consists primarily of reconstructing the four curb ramps to meet current California ADA standards, installation of lane separating devices, pavement rehabilitation, and installation new CPUC Standard no. 8 flashing light assemblies. Site two, Fruitvale Avenue grade crossing with UPRR and Amtrak railway, primarily consisted of enhancing the interface and signal operation of the adjacent (vehicle only) intersection as it relates to rail crossing safety. The combined construction is scheduled for early/mid 2013.

San Antonio Road/Fayette Drive Intersection Signal Modification, City of Mountain View, California – Mr. Leung provided traffic signal design for completing modifications to the preexisting antiquated traffic signal located at the San Antonio/Fayette intersection in the City, as part of a larger redevelopment project for the adjacent San Antonio Commercial Retail Center.

Services managed include design of signing and striping modifications, modern video detection design, and design recommendations for new signal controller and accessories.

Caltrans District 3, I-5 Rehabilitation & Fiber Optic Interconnect Project – Sacramento, California. Mr. Leung provided traffic design and signing and striping for this major $280 million rehabilitation project that rehabilitates and upgrades various features along nearly 15 miles of I5 through Sacramento. Major project features include pavement rehabilitation; installation of fiber optic cable; upgrade of ITS elements; upgrade replacement of ADA ramps and facilities; upgrade of guardrail and barriers; relocation of signal poles and lights; rehabilitation of drainage facilities; and replacement of overhead signs. Upon completion, this segment of Interstate 5 will represent one of California’s high quality roadways.

Mountain House Parkway Traffic Signals – Tracy, California. Mr. Leung was the Lead Traffic Engineer for sub-division off-site improvements for Mountain House Parkway which includes the electrical design of street lighting, traffic signal installation/modification, and signal 








 




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Packet Pg. 206 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Leung, Steven

interconnect. The complex consists of approximately 96,000 square feet of retail and restaurant uses, a 17,500 square foot fitness center, a 17,500 square foot medical office building and a gas station with convenience market and car wash with 16 fueling positions. Mr. Leung designed the traffic signal hardware placements including but not limited to signal controller assemblies, vehicle signal heads, pedestrian signal heads, and Accessible Pedestrian Signals (APS’s). Tasks included determining the signal operating phasing (vehicle and pedestrian), and the layout of underground conduit and conductor runs. Additionally, Mr. Leung performed the signing and striping design along Mountain House Parkway. The design includes installing crosswalks, vehicle turn lanes, center divider, and transition tapers and was performed in accordance with the District standard drawings and special provisions, and the State standard plans and specifications.

Bell Road/Richardson Drive Traffic Signal and Interconnect – Placer County, California. Mr.

Leung prepared Plan, Specifications, and Estimate (PS&E) for the traffic signal design as part of the approved condition of the proposed Timberline at Auburn Continuing Care Retirement Community (CCRC) development. The design of signal system, including, but not limited to, signal pole and head placements, ADA push button installation, signal phasing and timing, and underground conduit and conductor systems. With installing the new signal system, Mr. Leung also designed the interconnect system along Bell Road between Richardson Drive and Professional Drive, and analyzed the signal timing at both locations to improve the operating efficiency. The timing analysis was performed by modeling the intersections and corridor with projected traffic data. All output result were transferred to the timing sheet for the use of programming the traffic signal controller. Mr. Leung also provided support to the contractor during bidding and construction period. The design plans were approved in 2016 and the signal was turned on in 2018.

Stone Creek Bike Trail at Zinfandel Drive Pedestrian Signal – Rancho Cordova, California. Mr.

Leung was the Project Engineer for the preparation of construction plans, securing the necessary plan approvals and signatures, and providing construction assistance for a pedestrian signal and median improvements on Zinfandel Drive south of International Drive in Rancho Cordova. The signal was constructed in a stretch of Zinfandel Drive with no protected pedestrian crossings for approximately 1,400 feet, and provides a safe crossing of Zinfandel Drive for users of the Stone Creek Community Bike Trail.

Arch Road at SR 99 Off-Ramp Modifications – Stockton, California. Mr. Leung provided signal and lighting design modifications to the northbound off ramp at this existing single point interchange. The project was completed under an encroachment permit with District 10.

Project included widening of the off ramp, signalization of the right turn movement, geometric design, striping, detour plans, and landscape modifications. The project was design-build, and part of the larger California Health Care Facility project. Improvements were mandated to be installed by July 2013, and this deadline was exceeded by eight months.

State Route 99 Design-Build – Madera California. Mr. Leung assisted with preparation of PS&E as part of a team along with Granite Construction for Caltrans’ first design-build project. The project scope entailed pavement rehabilitation, installation of ITS elements, and bringing guard railing and signage to current standards. This $35 million project was delivered via a design-build process which required plans and specifications delivered in Caltrans standard formats in an aggressive timeframe. Wood Rodgers has accomplished this by utilizing staff across the company while utilizing a very comprehensive QA program to ensure plans are delivered with high quality and to Caltrans’ standards. The project is currently under construction and is expected to be completed in 2013.

City of Elk Grove Traffic Signals and Street Lighting, and Interconnect – Elk Grove, California.

Mr. Leung prepared PS&E for traffic signal installation, modification, and signing and striping for:
various intersections on Franklin Boulevard; various intersections on Wilard Parkway; various intersections on Power Inn Road; Sheldon Road at Whitehouse Road; and Elk Grove Boulevard at Bay Point Way Roundabout Lighting.









 




C.4.e
Packet Pg. 207 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Traffic & Electrical
TITLE
Associate Engineer II

EDUCATION
BS, Civil Engineering,
California State
University, Sacramento,
1987

REGISTRATIONS/

CERTIFICATIONS
Registered Professional
Civil Engineer, California
No. 34633, 1982
Registered Professional
Traffic Engineer,
California No. 1514, 1989

PROFESSIONAL

AFFILIATIONS
Institute of
Transportation Engineers

WOOD RODGERS,
INC. START DATE
July 23, 2002

JEREMY FITCH, PE, TE
Mr. Fitch has 34 years of engineering experience in roadway improvement project design of all types, including signalized intersections, multi-lane arterials, projects on California state highways, and local neighborhoods. With the Sacramento County Department of Transportation, his experience also included traffic operations and maintenance. At the County, he introduced such innovations as the triple left-turn lane and count-down pedestrian heads to the Sacramento area. As the City Engineer for the City of Citrus Heights, Mr. Fitch was responsible for all phases of City's transportation capital program, including planning, funding, project design and development, and construction management. As Project Manager, he is also involved in all phases of the project process, from conceptual layout stages, to refinement of alternatives, traffic analysis, environmental process, right-of-way acquisition, electrical and conduit design, power source development, hardware placement, and utility coordination. Mr. Fitch’s breadth of experience, from financing, planning, and design of new facilities, through maintenance and operation of those facilities, provides a “wide-angle” perspective view of roadway systems that include sustainability, economy, and user-friendliness as core values.

EXPERIENCE
Oakland CA 130 Grade Crossings – Oakland, California. Mr. Fitch provided signal design for safety improvements at two separate grade crossing locations within the City of Oakland; each having high volume train, pedestrian and vehicular traffic. Wood Rodgers provided the Civil Engineering, Signal Design, and Project Management required for the preparation of PS&E and the CPUC GO-88B application. Site one, Broadway and Embarcadero intersection with UPRR and Amtrak railway grade crossing, consists primarily of reconstructing the four curb ramps to meet current California ADA standards, installation of lane separating devices, pavement rehabilitation, and installation new CPUC Standard no. 8 flashing light assemblies. Site two, Fruitvale Avenue grade crossing with UPRR and Amtrak railway, primarily consisted of enhancing the interface and signal operation of the adjacent (vehicle only) intersection as it relates to rail crossing safety. The combined construction is scheduled for early/mid 2013.

Caltrans District 3, Sacramento I-5 Rehabilitation – Sacramento, California. Mr. Fitch provided electrical design for this major $275 million project that rehabilitates and upgrades various features along nearly 15 miles of Interstate 5 through Sacramento. Prepared the electrical sheets for the project. These sheets included all fiber optic line design, street light, and signal electrical details, connection details for ITS elements including ramp meter, CCTV, changeable message signs, roadside weather information elements, traffic monitoring systems, and automatic vehicle classification systems. Wood Rodgers also designed pedestrian push buttons and countdown heads at affected intersections.

Bell Road/Richardson Drive Traffic Signal and Interconnect – Placer County, California. Mr.

Fitch provided QA/QC for the traffic signal design as part of the approved condition of the proposed Timberline at Auburn Continuing Care Retirement Community (CCRC) development.

The design of signal system, including, but not limited to, signal pole and head placements, ADA push button installation, signal phasing and timing, and underground conduit and conductor systems. With installing the new signal system, The design plans were approved in 2016 and the signal was turned on in 2018.

Oakland Waterfront Trail – US Audio/Capture Technologies Segment – Oakland, California. Mr.

Fitch provided electrical and lighting as part of the design services for the City of Oakland for a gap closure segment of the Oakland Waterfront Trail. The Oakland Waterfront Trail is part of the San Francisco Bay Trail, a planned 400 mile network of bicycle and hiking trails that will form a continuous ring around the Bay. The US Audio/Capture Technology Segment will close one of the gaps in a 6.6 mile portion of the trail between Jack London Square and 66th Avenue.

SR 89/Fanny Bridge PA&ED – El Dorado County, California. Traffic Design Engineer for the PA/ED phase of this $650,000 project to replace the iconic Fanny Bridge. Over six different alternatives were analyzed that would ultimately re-align SR 89 and construct a new structure over the Truckee River to replace the iconic Fanny Bridge in Tahoe City. Alternatives included 








 




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Packet Pg. 208 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Fitch, Jeremy

installation of roundabouts and realignment of SR 89 through State Parks property to provide a connection to the new Placer County Transportation Center.

Kroy Pathway – Sacramento, California. Mr. Fitch provided signage and street lighting design for this project to provide a 12’-6” wide paved Pedestrian/Bicycle Path connection between Kroy Street and 65th Street adjacent to the eastbound off-ramp from the US 50 freeway to 65th Street. The project provided complete Plans, Special Provisions, and Engineer’s Estimate for the project, including path design, drainage design, signing and pavement delineation, path/street lighting, landscape planting and irrigation, special steel fencing, and installation of CCTV security cameras. The project was constructed partly within state right-of-way for the US 50 off-ramp, and metal beam guardrail was installed along the edge of the off-ramp to protect trail users from errant vehicles. As such, an encroachment permit was secured from Caltrans District 3.

The project was constructed for $160,000 and was completed in 2010.

Keating Avenue Rehabilitation – Sebastopol, California. Mr. Fitch provided design review for traffic aspects of the PS&E and utility coordination for the pavement rehabilitation project. The pavement was 50 years old and needed to be fully replace. Several businesses and residences use Keating Avenue for access, so developing a traffic handling plan that maintained access during construction was critical. Additionally, ADA access ramps were checked and corrected as necessary, and an encroachment permit was secured from Caltrans for work within the State right of way. Wood Rodgers also coordinated utility relocations and the installation of a water line to serve a proposed development. This project was funded by a One Bay Area Grant.

Orchard Lane at Barandas Drive Traffic Signal – Sacramento, California. Mr. Fitch served as Engineer in Charge for traffic analysis and preparation of PS& E package for this Arco AM/PM gas station and convenience store located on Orchard Lane at Barandas Drive. Services included a CEQA compliant traffic analysis, and improvement plans for off-site improvements including; new signal design, signal modifications, modification of existing street lighting system, roadway widening, signing and striping improvements, and turn pocket and ingress/egress improvements.

Project was completed in 2009 at a construction cost of $350,000.

Bridge District Infrastructure Project – West Sacramento, California. Developed project specifications in support of “green” project features, such as recycling concrete from demolished foundations and roadway improvements to provide detention/filtration beds for storm water runoff. This complex project included extensive utility relocation and required the cooperation of many agencies and utility owners.

Salinas Main Street Two-Way Conversion Project – Salinas, California. Project Engineer for the preparation of PS&E package for a City-sponsored construction project on Main Street in the City of Salinas. The project converted a block of Main Street from one-way to two-way traffic, converted diagonal to parallel parking, constructed underground drainage, and placed striping, signing, and landscaping. Project involved close coordination with the architect of Maya Theaters to achieve a smooth interface between the building and adjacent sidewalks.

International Drive at Zinfandel Drive – Rancho Cordova, California. Mr. Fitch designed traffic signal, street lighting, signal interconnect, and signing and striping plans.

International Drive at Prospect Park Drive – Rancho Cordova, California. Mr. Fitch is responsible for traffic signal, street lighting, signal interconnect, and signing and striping plans.

Design is currently undergoing.

US 50/Ponderosa Road Interchange Modification and Signalization – El Dorado County, California. Mr. Fitch was the Consultant Traffic Signal Designer, responsible for the design of four new signalized intersections for El Dorado County Department of Transportation. Project included existing and proposed street lighting and sign illumination systems and power sources. 








 




C.4.e
Packet Pg. 209 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Landscape Architecture

EDUCATION
BS, Landscape
Architecture, California
State Polytechnic
University, Pomona,
1985

REGISTRATIONS/

CERTIFICATIONS
Registered Landscape
Architect, California No.
3266; Nevada No. 968

PROFESSIONAL

AFFILIATIONS
American Society of
Landscape Architects
(ASLA), Council of
Fellows, Past National
Vice President of
Communication, Past
National Trustee, and
Sierra Chapter President
Sacramento Tree
Foundation, Board of
Directors and Past
President
Congress for the New
Urbanism
Urban Land Institute
Sacramento
Metropolitan Arts
Commission
Lambda Alpha
International

JOHN NICOLAUS, RLA, FASLA
Mr. Nicolaus is a landscape architect with special interests in urban and community design and redevelopment. John is committed to consensus building and the community-based planning process. He has extensive experience in assembling and managing diverse consultant teams through all phases of design and construction, and his responsibilities include all aspects of project and client development; agency coordination; master planning and design; communitybased planning and design; project and consultant team management; construction documentation; and construction administration. Over the past 20 years, Mr. Nicolaus has acted as a spokesman for matters of landscape architecture at the local and national levels.

EXPERIENCE
Highway 49 Sidewalk Gap Closure Project – Auburn, California. Mr. Nicolaus is overseeing the landscape design portion of this project with Placer County Transportation Planning Agency (PCTPA) to deliver the Project Approval and Environmental Document, Plans, Specifications, and Estimate (PS&E), and Right-of-Way (R/W) Engineering Support for the Highway 49 Sidewalk Gap Closure Project. The project will install about 18,000 linear feet of sidewalk along various segments of Highway 49 from its intersection with Interstate 80 to Dry Creek Road. The project is largely within Caltrans jurisdiction, but will also pass through the City of Auburn and Placer County. In addition to rehabilitating the roadway, this project will also construct Class 2 bike lanes throughout the corridor, sidewalks and ADA improvements in selected locations, and traffic operational improvements.

West Sacramento Sycamore Trail and Bicycle Boulevard – West Sacramento, California.

Sycamore Trail connects three separate neighborhoods in West Sacramento. The trail enhances safety and provides mobility options to residents, many of whom lack personal vehicles. At trail heads and nodes, the project proposes drought tolerant planting plants that were chosen for their particularly unfriendly texture and botanical interest. Emphasis was placed on sustainability and security, with trail heads that will have small gathering spaces, signage, and security lighting.

Capitol Park Security Improvements – Sacramento, California. Mr. Nicolaus participated on a consultant team as the aesthetic and site context expert while a team of security design experts devised a perimeter security system for California’s Capitol Park. The design, a fortified post, cable and bollard system that, when visible, was designed to look integral to the park, which also functions as a commons and arboretum. Vehicle arresting cables were routed around the Building to as to minimize impacts to tree roots and existing plantations, then hidden with plant materials consistent with the look of Capitol Park so that the utility and security aspects of the barrier would be diminished. Fixed and hydraulic bollards were enhanced with state symbols at the suggestion of Mr. Nicolaus, and combined with site furnishings that eventually became park standards. Pedestrian ingress and egress patterns were analyzed for passive, and panic, situations.

River Walk Park – West Sacramento, California. West Sacramento Riverwalk Park creates a grand civic landscape along the Sacramento River across from Old Sacramento and in front of a developing city scene. Significant effort was placed on restoring a degraded riverfront habitat in concert with the State Lands Commission, the departments of Fish and Game and Boating and Waterways, the Army Corps and the Bureau of Reclamation. Design strategies involved new structures that enhanced the strength of the levee and allowed for maintenance and flood fighting vehicle access. Mr. Nicolaus was responsible for the entire design of the park and all built elements while managing a team of consultants including engineers, architects and graphic designers.

Roseville Old Town/Downtown Master Plan & Streetscape Improvements – Roseville, California. Mr. Nicolaus prepared landscape design guidelines as part of an overall redevelopment strategy for these two distinctly different areas of town. The master plan addressed issues of financing and implementation, planning and marketing of the area to prospective tenants. Phased improvements included street furnishings, pedestrian and vehicular 








 




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Packet Pg. 210 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Nicolaus, John

circulation renovations and drought tolerant landscaping.

Florin & Fruitridge Light Rail Stations – City of Sacramento, California. Plans were developed for two very different stations, one walk-on and one park-and-ride. Fruitridge, the walk-on station, was integrated into an urban environment and is sensitive to existing adjacent commercial uses. Florin, the park-and-ride station, was developed on an 11-acre site and designed to function as both parking lot, community open space for events like farmers’ markets, and storm water detention facility utilizing bioswales and retention basins. Evergreen and deciduous trees are used in combination with low maintenance, low water using shrubs and groundcovers to create a redeveloped site in a neighborhood facing numerous economic and social challenges. Students from an adjacent high school were recruited to help create platform art which develop buy-in and neighborhood pride. As Principal-in-Charge, Mr. Nicolaus managed a multidisciplinary team of consultants including architects and civil, structural, and electrical engineers on behalf of the Sacramento Regional Transit District. Funds were allocated by the California Transportation Commission and administered by Caltrans, necessitating intense project management and reporting for accountability and schedule adherence.

I-80/North Texas Street Interchange and Streetscape Enhancements – Fairfield, California. Mr.

Nicolaus provided landscape architectural services for this locally funded overcrossing widening and freeway ramp improvement project was designed and constructed with Caltrans and City oversight. Project components include a locally funded roadway realignment, widening and parkway extension. The project anticipated significant changes in land use and provided improved access to the northeast portion of the City. The project included extensive new landscaping on newly aligned streets, concrete formliners to enhance the bridge span over the freeway, and custom pilasters that flank the ends of the bridge and have applied mosaics that replicate the City’s logo.

University of California, Davis Medical Center Urban Wildlife Preserve – Sacramento, California. Mr. Nicolaus served as the Principal Landscape Architect for the first project implementation of the campus’ Landscape Master Plan. The plan used cutting edge landscape technology to introduce the public to the environment, allowing them to touch, smell and take in the effects of plants, animals and the natural environment on the healing and restorative process. An open drainage system implemented topographic surface features such as swales, shallow channels and small retention ponds to allow for groundwater recharge. The Preserve was recently renovated to accommodate the installation of massive underground infrastructure.

The Plan, while still relatively intact, was modified to allow for greater surveillance and security, ease of maintenance and accessibility.

Solano County Health & Human Services Building – Vallejo, California. This project design sought to link existing architecture and site uses to new, phased development and integrate this very public, governmental use into existing retail and residential communities adjacent to the site. The parking areas for this project drain into bioswales that slow and filter runoff with drought tolerant vegetation. As part of Solano County’s urban core revitalization strategy to create significant public spaces, a large plaza with a public art fountain were created.

Intermittent site seating allows for clients to access the site for health services while not having to exert themselves if necessary while traversing the site to access clinics.

Mather Field Central Roadway Improvements – Rancho Cordova, California. Mr. Nicolaus was the lead design and Principal Landscape Architect for construction of an adopted master plan for over $2 million in landscape and hardscape improvements, converting a decommissioned air force base into a state of the art business and technology park. Landscape was deemed one of the most important and effective ways to rebrand the base and lure economic investment.

Plans included the design of project entries and identifiers, corner plaza treatments, public art placement, plazas for business and public use as well as a consistent street tree plan where species were used to differentiate each street from the other. Subsequent work within the Plan area included numerous office buildings developed on infill parcels as well as additional streets and open spaces.









 




C.4.e
Packet Pg. 211 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Landscape Architecture
TITLE
Landscape Architect III

EDUCATION
BS, Landscape
Architecture, California
Polytechnic State
University, San Luis
Obispo, 2002

REGISTRATIONS/

CERTIFICATIONS
Registered Landscape
Architect, California No.
5283 Nevada No. 915
Certified Landscape
Irrigation Auditor (CLIA)

PROFESSIONAL

AFFILIATIONS
American Society of
Landscape Architects
(ASLA)
Irrigation Association (IA)
California Urban Forests
Council (CaUFC)

ALAMEDA COUNTY

EXPERIENCE
Meekland Ave Bridge &
Corridor Project,
Alameda County Public
Works Agency

ADDITIONAL

TRAINING
Urban Design, Recreation
Planning, Visual Resource
Management, Land Use
Law, Construction
Management, Travel &
Tourism Planning, GIS
Modeling & Data Analysis

WOOD RODGERS,
INC. START DATE
April 12, 2004

COREY KAZINEC, RLA, CLIA
Mr. Kazinec has over 15 years of experience in master planned communities, site developments, parks and recreation, open space corridors, and streetscape design. His experience on a number of complex projects for both the private and public sector has spanned the full spectrum of design from large-scale planning assignments to detailed design and implementation projects. As a licensed Landscape Architect in both California and Nevada, Corey carries an important personal devotion to many of the issues surrounding the integrity of the region in which he was raised. Along with being a CLIA (Certified Landscape Irrigation Auditor) Mr. Kazinec is a member of the Sierra Chapter of American Society of Landscape Architects, the Irrigation Association, and the California Urban Forests Council. He is responsible for conceptual landscape design, design development, irrigation and planting design, and preparation of detailed construction drawings.

PROJECT EXPERIENCE
Ashland Youth Center – Alameda County, California. Mr. Kazinec provided conceptual landscape design, improvement plan services, and construction assistance for this new youth center building adjacent to the New Jack Holland Sr. Park. Utilizing principles of low impact development, the planting is designed to filter stormwater run-off within stormwater treatment planters and drainage swales. The site consists of bioswales, landscaping adjacent to the building, a rooftop garden, an interior courtyard, amphitheater, an outdoor play area, and parking lot. This project is LEED Platinum certified.

Meekland Avenue Bridge (33C0206) and Roadway Improvement Project – Alameda County, California. Mr. Kazinec is provided landscape architectural services for this project to provide engineering and environmental services to secure Project Approval and Environmental Documents (PA&ED) and to prepare Plans, Specification, and Estimate (PS&E) for construction and replacement of the existing bridge on Meekland Avenue over San Lorenzo Creek, approximately 300 feet south of East Lewelling Boulevard. The existing roadway and bridge serve as a collector road serving schools, residences and commercial businesses. The project involves replacement of the existing bridge and multimodal improvements to 3,700 feet of the roadway corridor. The bridge will include additional sidewalk widths, a new Class II bike facilities, and aesthetic railings/barriers. The roadway improvements include pavement reconstruction/rehabilitation, additional sidewalk widths, new Class II bike facilities, utility relocations, street trees and clean water rain gardens, ADA compliant curb returns and driveways, and street lighting upgrades.

Mather Rails to Trails Improvement Project – Sacramento County, CA. Mr. Kazinec is the Landscape Architect for the plans, specifications, and engineer’s estimate for 8,400 linear feet of Class 1 pedestrian and bicycle trail. The project would convert an unused rail corridor to an ADA compliant Class 1 trail and will provide connectivity between a primary transit station and civil amenities such as the Veterans Administration Hospital, North Mather Business Complex, the Mather Field Airport, and many other commercial, institutional, and residential destinations.

The project includes landscaping, striping and signage, trail lighting, a pedestrian traffic signal, ADA curb ramps, an existing traffic signal modification, and utility coordination and modification.

The project includes coordination with the California Public Utilities Commission (CPUC) and requires five separate General Order 88-B forms to be completed for modifications to existing at-grade rail crossings. A portion of the path will be carried over the US-50 freeway via the existing Mather Spur Underpass. Wood Rodgers developed alternatives to construct the trail without removing the tracks from the underpass and is preparing final construction documents for the preferred solution, which will also include upgraded pedestrian fencing, stormwater drainage conveyance, and trail lighting on the structure. The modifications to the Mather Spur Underpass will be constructed under a Caltrans Encroachment Permit.

Brisco Road / US 101 Interchange - Arroyo Grande, California. Mr. Kazinec assisted with preparation of the 3D model for this project to prepare Final Project Report and Environmental Document for the Brisco Road / US 101 Interchange. The purpose of the project is to provide congestion relief, alleviate queuing, and improve the traffic operations for the regional and local street system in the vicinity of US 101. The purpose is also to continue to accommodate access 








 




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Packet Pg. 212 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Kazinec, Corey

to existing and planned local development. A variety of interchange alternatives were studied to increase public safety, improve traffic circulation, and best serve the community. The preferred alternative (Alternative 4C) proposes removal of the existing ramps at Brisco Road, new ramps at Rodeo Drive, and modifications to the Grand Avenue interchange. This alternative also proposes a single-lane roundabout at the Rodeo Drive/W Branch Street intersection.

Caltrans District 3, American Canyon Roundabout – Placer County, California. Landscape design for this project that includes the Landscape, Utility and Hydraulic components of this project through the completion of PS&E located within the City of Auburn on SR 49 at the intersection of Borland Avenue to their intersection with SR 49. The purpose of this project is to reduce the potential number of collisions. The project consists of Plans, Specs, and Estimate (PS&E), as well as all other required engineering studies and deliverables.

Natomas Central Buffer Area trail (Fisherman's Lake Park) - Sacramento, California. Mr. Kazinec was the Landscape Designer for this bike trail / landscape buffer that consisted of 26 acres within a 400-acre development. Coordinated with the City of Sacramento Parks and Recreation Department to develop a Class I bike trail / buffer landscape separating 2,300 residential units and the bordering Fisherman’s Lake. A seasonal alternate, Class II bike trail was designated to divert bike trail traffic to protect the endangered Swainson’s Hawk during migration season. The Class I / Class II bike trail meanders over three miles throughout the buffer and development.

The trail includes interpretive signage and seating areas while providing natural views using berms planted with native materials.

McBean Park Expansion, City of Lincoln – Lincoln, California. Mr. Kazinec was the landscape architect responsible for conceptual design graphics, cost estimates, Improvement plans, and plan approval coordination. The scope of work included an overall conceptual master plan, and phase 1 improvement plans for the 65-acre park expansion project along the Auburn Ravine Riparian Corridor, adjacent to the existing McBean Park. The master plan consisted of passive recreation opportunities including: interpretive trails and signage, Class 1 bike trail, staging areas, outdoor class rooms, shade structures, focal points, low rockery walls, and other support facilities. Improvement plans for phase 1 construction of the master plan included a portion of the interpretive trail and accompanying signage, a large portion of the class 1 bike trail, (1) staging area, (1) shade structure, a rockery wall and the associated support facilities.

Nepenthe Landscape Master Plan – Sacramento, California. Mr. Kazinec prepared the Community Landscape guidelines for the Nepenthe Home Owners Association. Nepenthe is the largest home owner’s association in the Campus Commons community which comprises approximately 80 acres and 590 homes. Mr. Kazinec helped analyze and address water use and plant selection throughout all common landscape areas. The master plan provides direction on replacement of the existing irrigation system with a new centrally controlled system focused on smart watering techniques and proper watering guidelines based on real-time evapotranspiration, soil moisture, and plant watering requirements. Additionally, the guidelines address providing proper planting practices (sun vs. shade, groupings for water use, etc.) as well as implementing low impact develop (LID) principles such as open-air/bioswale drainage and permeable paving. All aspects of the Landscape Guidelines will preserve the existing quality and value of the Nepenthe landscape while greatly reducing water use and maintenance.

International Drive Extension, City of Rancho Cordova – Rancho Cordova, California. Mr.

Kazinec was the lead project landscape architect providing landscape improvement plans and construction assistance for this fundamental roadway extension to International Drive near the outer edges of the City of Rancho Cordova. The overall scope of the project included landscape medians and a landscape corridor adjacent the residential community and connections to the bike trail adjacent to the south Folsom canal. One of the main project goals was to create a Gateway to the City by aesthetically enhancing the proposed bridge needed to span the south Folsom canal near the new intersection. Our design also incorporated the existing median enhancements along Sunrise Blvd. which were run down and unattractive. The planting and irrigation design are in accordance with California’s water conservation requirements (AB 1881).

The corridor is designed with a rock swale to capture and filter storm water run-off prior to entering the storm drain system.









 




C.4.e
Packet Pg. 213 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

PROJECT ROLE
Landscape Architecture
TITLE
Landscape Architect I

EDUCATION
BS, Landscape
Architecture, University
of California, Davis, 2011

REGISTRATIONS/

CERTIFICATIONS
Registered Landscape
Architect, California No.
6503

PROFESSIONAL

AFFILIATIONS
American Society of
Landscape Architects
(ASLA)
Toastmasters
International, Vice
President Membership,
2016

WOOD RODGERS,
INC. START DATE
May 12, 2014

KATHRYN KIM, RLA
Ms. Kim has worked in the Landscape Architecture industry since 2013. Her work has provided her with experience in overall project management, residential and commercial landscape design, and parks and open space design. Ms. Kim’s work in both the private and public sector focuses on the detailed design and implementation of projects. She is responsible for project management, schematic and conceptual landscape design, illustrative exhibits, planting and irrigation plans, preparation of detailed construction drawings and client and agency coordination. Ms. Kim’s experiences has developed knowledge in the fields of landscape ecology, plant identification, plant management, and sustainable development. She was introduced to Best Management Practices (BMPs) as a student and since applied its use and importance while working in landscape conservation in the Sacramento Region. Before joining Wood Rodgers, Ms. Kim worked with homeowners, local farmers and ranchers to implement BMPs such as plant selection (native, low water needs, low maintenance), collection and reuse of site materials (water, clippings, mulch), low-water-use irrigation systems (MP Rotators, drip, solar power timers), and proper design of overall site to allow for easy maintenance.

PROJECT EXPERIENCE
Atherton Place Due Diligence KB North Bay – Novato, California. Landscape architectural support for this project development located in Marin County. Scope of work included improvement plan revisions, grading plans, CASQ review, model complex engineering support, advising for ADA compliance, plat and legal descriptions, and construction staking. During the progression of the project additional services were added that included the preparation of landscaping plans, city improvement plan revisions to revise the stormwater quality plan and associated storm drain design; model home permit exhibits; model home landscape construction documents; revisions to landscaping layout and plans to include gate and fence details for private walks and patios for each unit; and preparation of sales plot plans for each of the 12 buildings along with revisions to the condominium plans.

Grantline 220 – Rancho Cordova, California. Landscape architectural support for this 220+/- acre project, located west of Grant Line Road within the Suncreek Specific Plan is designated for a range of land uses including single and multi-family residential, commercial, school, park, open space, and detention basins. Scope of services included the develop and processing of separate entitlement applications for a Tentative Parcel, Map and subsequent Large and Small Lot Tentative Subdivision Maps through approval by the City of Rancho Cordova.

Lighthouse Charter School Campus – West Sacramento, California. Ms. Kim provided preliminary landscape improvement plans for entitlements from the City of West Sacramento.

The plans defined the character and materials selection to facilitate landscape and site amenities. A planting list was created in accordance to the City’s Landscape Development Guidelines, as well as tree preservation notes, the determination of irrigation point of connection, and water use calculations.

Mountain House Town Center Improvement Plans – San Joaquin County, California. Provided Landscape planning design, improvement plans, and construction support for this complex consisting of approximately 96,000 square feet of retail and restaurant uses, a 17,500 square foot fitness center, a 17,500 square foot medical office building and a gas station with convenience market and car wash with 16 fueling positions. Wood Rodgers provided roadway and infrastructure improvements for Byron Road (3,100+ LF), & Mountain House Parkway (1,930+ LF) per City’s Master plan. This sub-division off-site improvements includes the electrical design of street lighting, traffic signal installation/modification, and interconnect.

Landscape Design for Sheldon and Lewis Stein Roads Frontage at Sheldon Farms – Elk Grove, California. Landscape architectural design and support for the Landscape Design Development Plans (30% plans), construction documents, and construction document processing for the landscape architectural elements of this 391+/- single family residential development. Using the Illustrative Site Plan that was prepared by Wood Rodgers, the team developed plans for the Sheldon and Lewis Stein Roads landscape corridors, Phase 1 entry off of Sheldon and Lewis Stein 








 




C.4.e
Packet Pg. 214 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Kim, Kathryn

Roads and Street L parkway strips. Work included approximately 1,100' of Sheldon Road, 1,300' of Lewis Stein Road.

Landscape Design for a Neighborhood Park at Sheldon Farms – Elk Grove, California. Landscape architectural design and support for Landscape Design Development Plans (30% plans) for the development of a 2.5-acre neighborhood park located within a 391+/- single family residential community. Work shall include tot- and school age kids' play area, shade structure/small group picnic area, pedestrian circulation, drinking fountain, and other site amenities as requested by the City/Client. Coordination with other team members included utility services (water and sanitary sewer), security lighting and tree placement, and irrigation controller and booster pump electrical service points coordination.

White Rock Road – Sacramento, California. Ms. Kim provided landscape architectural support for the preparation of the PS&E for three miles of White Rock Road from its intersection with Sunrise Boulevard to the city limits. In order to facilitate the Environmental Document and have a more complete project, Wood Rodgers prepared preliminary PS&E documents for the support of the existing two-lane road to an ultimate four-lane road to the White Rock Road intersection at the proposed South East Connector. The project also included utility relocations, coordination with adjacent owners; development of roadway alignment and profiles, project footprint, and typical cross sections.

Monterey Bay Scenic Sanctuary Trail – Moss Landing, California Wood Rodgers performed both preliminary engineering and final design services on critical stretches of the Monterey Bay Sanctuary Trail. Ms. Kim provided multiple interpretive signs detailing the unique environmental and cultural aspects of trail system. She coordinated closely with Monterey Bay Aquarium Research Institute, local photographers, and historians in developing sign graphics and content.

The results were presented to all stakeholders and permitting agencies at a “round-table” which has helped to provide a sense of community and ownership of the trail.

North Natomas Regional Park Circulation and Utility Study – Sacramento, California. Ms. Kim assisted in conceptual landscape design for the plans, specifications, and engineer’s estimate for this circulation and utility study for North Natomas Regional Park. The work was a combination of efforts from our landscape architects, civil engineers and hydrogeologists. It examined current and future park uses, adjacent land uses both on- and off-site and anticipated site uses based on the adopted Master Plan and actual improvement plans that have been implemented since the park’s inception.

Mather Rails to Trails Improvement Project – Rancho Cordova, California. Ms. Kim assisted in conceptual landscape design for the plans, specifications, and engineer’s estimate for 8,400 linear feet of Class 1 pedestrian and bicycle trail. The project converted an unused rail corridor to an ADA compliant Class 1 trail and provides connectivity between a primary transit station and commercial, institutional, and residential destinations. The project includes coordination with the California Public Utilities Commission (CPUC) and requires five separate General Order 88-B forms to be completed for modifications to existing at-grade rail crossings.

Fanny Bridge / State Route 89 PS&E – Tahoe City, California. Ms. Kim provided conceptual landscape design and improvement plan services for this historic stretch of highway in Tahoe City. The SR 89 highway realignment project includes two roundabouts, raised medians, streetscape site furnishings, gateway monumentation, and bridge architectural enhancements.

Ms. Kim created the landscape construction details to be included in the PS&E, designating Fanny Bridge as an exclusively pedestrian area.

Pacific Street Bike Path – Rocklin, California. Ms. Kim provided conceptual landscape design and improvement plan services for a Bike Path/Neighborhood Electric Vehicle (NEV) Lane on Pacific Street from Loomis Town Limits to Dominguez Road/Del Mar Avenue. Improvements included widening approximately 3,300 feet of Pacific Street to provide for a new striped median, shoulders, and a combination of Class 2 bicycle lanes and NEV Lane in both directions. Ms. Kim provided planting and irrigation system design and coordinated with transportation engineers to help with the layout of bike path corridor.









 




C.4.e
Packet Pg. 215 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

TIM CHAMBERLAIN
Mr. Chamberlain is a Senior Environmental Planner with Wood Rodgers, specializing in the project delivery through the environmental and permitting phases. Mr. Chamberlain has extensive experience preparing environmental technical studies and environmental documents and managing a team of environmental specialists from project concept through construction. Mr.

Chamberlain has extensive experience in a variety of aspects of planning, including land use, environmental planning, and community outreach and engagement. Mr. Chamberlain is experienced in CEQA and NEPA analysis, document preparation, as well as presentations to planning and transportation commissions, city councils and other involved agencies and stakeholders. As a former Caltrans employee, Mr. Chamberlain received extensive training and experience in Intermodal Transportation Management System and GIS based programs. 5th Street Bridge Replacement – Yuba City, California. Lead Environmental Planner. The 5th Street Bridge Replacement Project is located over the Feather River between the Cities of Yuba City and Marysville in Yuba and Sutter Counties. It replaced the existing 2-lane structurally deficient bridge with a new 4-lane bridge roughly 2000 feet long. The total construction cost for this project is $70 million. Mr. Chamberlain managed the environmental process from early scoping in 2011 to CEQA/NEPA environmental document approval in 2014, obtaining all environmental permits by 2017 and completing construction and all associated environmental construction support in 2020.

Responsibilities included management, preparation, and oversight reviews for all environmental technical studies, primary author of the joint CEQA/NEPA document, extensive public and agency outreach, and direct coordination with the design team, the City, and Caltrans Local Assistance.

This project included a wide array of interagency approvals including Biological Opinions from the USFWS and NMFS, permits from Army Corps, the RWQCB, CDFW, State Lands Commission, and Central Valley Flood Protection Board, Section 106 concurrence from the State Historic Preservation Officer, and a Section 6(f) of the Land and Water Conservation Fund approval from the Office of Grants and Local Services in behalf of the Secretary of Interior. Mr. Chamberlain’s role in the project was critical in making its successful delivery as well as its winning APWA Project of the Year in 2020.

Marsh Street Bridge Replacement - San Luis Obispo, California. Lead Environmental Planner. The Marsh Street Bridge is a historic resource eligible for inclusion in the National Register of Historic Places and is located over San Luis Obispo Creek in the City of San Luis Obispo. This project had several complicated and competing environmental considerations and Mr. Chamberlain led all environmental tasks and helped deliver CEQA and NEPA approvals for the City in 2017. The project involved extensive Section 106 documentation as demolition and replacement of the bridge resulted in an adverse effect to the historic resource. The project was further encumbered by two federally endangered species; the Central Coast Steelhead and the California red-legged frog. Mr.

Chamberlain coordinated Section 7 Consultation between Caltrans and both USFWS and NMFS to obtain Biological Opinions for both species. Mr. Chamberlain also obtained all necessary environmental permits in coordination with the Army Corps of Engineers, Regional Water Quality Control Board, and California Department of Fish and Wildlife. Construction of the new Marsh Street Bridge was completed in 2020.

East Rio Bonito Road Bridges Replacement - Butte County, California. Lead Environmental Planner. East Rio Bonito Road is a two-lane road connecting State Route 99 with Larkin Road and East Biggs. The project includes realigning Rio Bonito Road to remove two right angle turns and replacing the structurally deficient bridges over the Hamilton Slough and the Sutter Butte Canal. The project included federal funding and extensive coordination with Caltrans local assistance for NEPA authorization. Mr. Chamberlain managed every aspect of the environmental process to ensure deliverables were prepared on-time with quality and accuracy. He coordinated his environmental team and subconsultants to prepare environmental technical studies in support of CEQA and NEPA approvals. He engaged with the engineering staff to develop a build alternative with minimal environmental impacts and obtained approvals from USFWS, SHPO, CDFW, the Army Corps of Engineers, and the Regional Water Quality Control Board in preparation of taking the project to bid.

ROLE
Environmental
TITLE
Senior Environmental
Planner

EDUCATION
BA, Political Science,
University of California,
Los Angeles, 2005

EXPERTISE
Project Management
Environmental Project
Scoping
Environmental
Constraints Analysis
Public Outreach /
Engagement

NEPA / CEQA
Documentation
Environmental Technical
Studies
Environmental
Construction Support
Environmental Permits
Endangered Species Act
Consultation
Cultural Resource
Compliance
Habitat Restoration
Mitigation Plans
Section 4(f) Evaluation
Farmland Conversion
Community Impact
Analysis
Caltrans/FHWA
Coordination

PROFESSIONAL

AFFILIATION
APWA

WOOD RODGERS,
INC. START DATE
October 1, 2020









 




C.4.e
Packet Pg. 216 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) www. woodrodgers .com

ANDREW DELLAS, PWS
Mr. Dellas is an Environmental Planner / Senior Biologist with over 8 years of natural resource management and consulting experience. Specializing in the implementation and delivery of CEQA and NEPA analyses for small- and large-scale projects and/or programs with a focus on planning, permitting, and technical resource management across multi-disciplinary fields. Mr. Dellas has a background and expertise in wetland ecology and aquatic resources including CWA Section(s) 404/401 permitting, Section 1602 Lake and Streambed Alteration Agreements, and the waters regulatory framework. Mr. Dellas also has extensive experience in the various stages of environmental compliance including alternative analysis scoping, technical study preparation, Caltrans coordination, public outreach, NEPA/CEQA environmental document approvals, preconstruction biological surveys, regulatory permitting, construction support environmental compliance, and coordination of post construction mitigation and monitoring programs.

EXPERIENCE
Eastside Road and Westside Road Bridges Replacement Project, City of Redding, California. Lead Environmental Planner / Biologist for this project which replaces the existing Eastside Road and Westside Road Bridges over Canyon Hollow Creek with new two-lane cast-in-place concrete slab bridges. Mr. Dellas was responsible for all environmental planning components of this Highway Bridge Program project, including Caltrans coordination and technical studies, and the primary author of the project’s CEQA IS/MND. Mr. Dellas also conduction biological surveys, habitat assessments, aquatic resources delineation and prepared the project’s Biological Assessment for USFWS/NMFS Section 7 consultation for central valley steelhead, as well as winter and spring run Chinook salmon. Mr. Dellas secured CEQA document approval in 2020 and NEPA approval is scheduled for 2021.

Hirschdale Road Bridges Project - Nevada County. Lead Environmental Planner / Biologist for this project is a Highway Bridge Program project that replaces the Hirschdale Road Bridge over the Truckee River and rehabilitates the adjacent Hirschdale Road Hinton Overhead over UPRR tracks.

Mr. Dellas was the lead environmental planner for the project and was the primary author of the Hirschdale Road Bridges Project CEQA Initial Study with Mitigated Negative Declaration (IS/MND) for the County of Nevada. Additionally, Mr. Dellas prepared/oversaw all of the NEPA technical studies to support the NEPA environmental Categorical Exclusion for each bridge. The CEQA and NEPA were approved in 2018 and the project is anticipated for construction spring 2022.

Santa Fe Avenue Over Tuolumne River Bridge Replacement Project - Stanislaus County. Mr.

Dellas was the primary biological monitor during construction for the Santa Fe Avenue Over Tuolumne River Bridge Replacement Project. Mr. Dellas monitored the establishment of valley elderberry longhorn beetle protection areas and conducted fish exclusions during initial construction activities. Mr. Dellas provided extensive biological surveys for sensitive and special status species, nesting birds, and monitored bat and swallow exclusion netting. Additionally, Mr.

Dellas provided construction support and monitoring during the initial ground disturbance and vegetation removal processes.

M348 South Fork Kaweah River Bridge Replacement -Tulare County. Environmental Planner / Lead Biologist for this to replace the existing M348 South Fork Kaweah River Bridge with a single lane bridge structure. Mr. Dellas prepared and secured all of the project’s regulatory waters permitting including USACE Section 404, RWQCB Section 401, and CDFW 1602 Streambed Alteration Agreement. Mr. Dellas also preformed extensive rare plant surveys and coordinated with subconsultant wildlife specialist for pre-construction surveys required by the CDFW. Mr.

Dellas prepared biological survey reports for CDFW and coordinated with CDFW to move the project into construction without delay.

ROLE
Environmental
TITLE
Environmental Planner /
Senior Biologist

EDUCATION
BS, Recreation
Administration, California
State University
Sacramento, 2013
MS, Natural Resource
Management, University
College Dublin, Ireland,
2016

REGISTRATIONS/

CERTIFICATIONS
Professional Wetland
Scientist, PWS, 2021

EXPERTISE
Project Management
Environmental Project
Scoping
Environmental
Constraints Analysis
Public Outreach /
Engagement

NEPA / CEQA
Documentation
Environmental Technical
Studies
Environmental
Construction Support
Environmental Permits
Endangered Species Act
Consultation
Habitat Restoration
Mitigation Plans
Caltrans/FHWA
Coordination

PROFESSIONAL

AFFILIATION
Society of Wetland
Scientist, WPIT









 




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Packet Pg. 217 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 








 




C.4.e
Packet Pg. 218 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) EXHIBIT “B”

PLEASANTON FEE SCHEDULE
Effective January 1, 2022

CLASSIFICATION STANDARD RATE
Principal Engineer/Geologist/Surveyor/Planner/GIS/LA* II $270 Principal Engineer/Geologist/Surveyor/Planner/GIS/LA* I $240 Senior Engineer/Geologist/Surveyor/Planner/GIS/LA* II $225 Senior Engineer/Geologist/Surveyor/Planner/GIS/LA* I $215 Project Engineer/Geologist/Surveyor/Planner/GIS/LA* II $205 Project Engineer/Geologist/Surveyor/Planner/GIS/LA* I $190 Engineer/Geologist/Surveyor/Planner/GIS/LA* II $180
Engineer/Geologist/Surveyor/Planner/GIS/LA* I $170
Assistant Engineer/Geologist/Surveyor/Planner/GIS/LA* $140 Designer $90
Senior CAD Technician/Graphics Designer II $170
Senior CAD Technician/Graphics Designer I $155
CAD Technician/Graphics Designer $140
Project Coordinator $150
Administrative Assistant $130
1 Person Survey Crew $220
2 Person Survey Crew $320
3 Person Survey Crew $410
Consultants, Outside Services, Materials & Direct Charges Cost Plus 10% Overtime Work, Expert Witness Testimony and Preparation Rate Plus 50% *LA = Landscape Architect
Blueprints, reproductions, and outside graphic services will be charged at vendor invoice. Auto mileage will be charged at the IRS standard rate, currently 58.5 cents per mile.

Fee Schedule subject to change January 1, 2023.









 




C.4.e
Packet Pg. 219 Attachment: Wood Rodgers, Inc. Civil-Structural Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 1 PSA_City Attorney Approved Version 040821

AGREEMENT FOR ON-CALL GEOTECHNICAL/CONSTRUCTION MATERIALS TESTING SERVICES BSK Associates
THIS AGREEMENT is made and entered into as of the _____ day of __________________, 2022 by and between the City of Brentwood, a municipal corporation of the State of California ("City"), and BSK Associates, an S Corporation ("Consultant") (each a “Party” and collectively, the “Parties”).

RECITALS
A. City requires the professional services of a consultant specifically trained and experienced in geotechnical/construction materials testing services, which are professional services outside of services offered by City.

B. Consultant has the professional skills and experience necessary to perform the services described in this Agreement.

C. Consultant customarily engages in these services as part of its independently established trade, occupation, and/or business, separately from its work for City.

D. City desires to engage Consultant to provide these services by reason of its qualifications and experience in performing such services
E. Consultant has submitted a proposal to City and has affirmed its willingness and ability to perform such work on the terms and manner set forth in this Agreement.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Scope of Work.

1.1 City retains Consultant, as an independent contractor, to perform, and Consultant agrees to render, those services (the "Services") that are described in the attached Exhibit "A," which is incorporated by this reference, pursuant to this Agreement’s terms and conditions.

1.2 Consultant will control the manner and the means of the work to be performed, and be responsible for the professional quality, technical accuracy and coordination of the Services. Consultant will, without additional compensation, correct or revise any errors or deficiencies in the Services.

1.3. Consultant will keep City informed on a regular basis that the Services are being performed in accordance with the requirement and intentions of this Agreement.

1.4 If applicable, Consultant has designated those persons listed in Exhibit “A” to provide the Services to the City. Consultant will not change or reassign those persons described in Exhibit “A” without prior written notice to City, and will not replace those individuals with individuals to whom City has a reasonable objection.

2. Standard of Performance. Consultant acknowledges that in entering into this Agreement the City is relying on Consultant's special skills and experience to do and perform the Services. While performing the Services, Consultant will exercise the reasonable professional care and skill customarily exercised by reputable members of Consultant's profession practicing in the Northern California area. The acceptance of the Services by City does not release Consultant from these obligations.

Consultant will be responsible for employing or engaging all persons necessary to perform the Services.

Consultant will control the manner and means of the services to be performed by its employees and subconsultants. All of Consultant's staff will be qualified by training and experience to perform their assigned tasks. Consultant will give its personal attention to the fulfillment of the provisions of this DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 220 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 2 PSA_City Attorney Approved Version 040821
Agreement by all of its employees and subcontractors, if any, and will keep the Services under its control.

On demand of City, if any employee or subcontractor of Consultant fails or refuses to carry out the provisions of this Agreement or appears to be incompetent or to act in a disorderly or improper manner, he or she will be discharged immediately from the Services.

3. Term. Unless earlier terminated, the term of this Agreement will be effective for a period of one year from the date first above written. The City Manager may amend the Agreement to extend it for two additional one-year periods or parts thereof in an amount not to exceed one hundred thousand dollars ($100,000) per Agreement year. Extensions will be based upon a satisfactory review of Consultant's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement.

4. Schedule. Consultant will generally adhere to the schedule set forth in Exhibit “A” provided, that City will grant reasonable extensions of time for the performance of the Services occasioned by unusually lengthy governmental reviews of Consultant’s work product or other unavoidable delays occasioned by unforeseen circumstances; provided, further, that such unavoidable delay will not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, Consultant’s officers or employees.

Consultant acknowledges the importance to City of City’s project schedule and agrees to put forth its best professional efforts to perform the Services in a manner consistent with that schedule. City understands, however, that Consultant’s performance must be governed by sound practices. Consultant will work such overtime or engage such personnel and equipment as necessary to maintain the schedule, without additional compensation.

5. Compensation.

5.1 The total fee payable for the Services to be performed during the term of this Agreement will be a not to exceed amount of one hundred thousand dollars ($100,000) as may be further specified in the attached Exhibit “A.” No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the Services.

5.2 Payment will occur only after receipt by City of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City.

5.3 Within thirty (30) days after receipt of any applicable progress payment request, City will verify the accuracy of the request, correct the charges where appropriate, and make payment to Consultant in an amount equal to the amount of such application, as verified or corrected by City. No payment made prior to completion and acceptance of the Services will constitute acceptance of any part of the Services.

City reserves the right to withhold payment from Consultant on account of Services not performed satisfactorily, delays in Consultant's performance of Services, or other defaults hereunder.

6. Status of Consultant. Consultant will perform the Services as an independent contractor, free from the control and direction of City, in pursuit of Consultant’s independent calling, and not as an employee of City. The persons used by Consultant to provide the Services under this Agreement will not be considered employees of City for any purposes whatsoever and City will not pay any tax, workers’ compensation insurance, retirement contributions or unemployment contributions on behalf of Consultant or its employees or subcontractors. Consultant agrees to indemnify and pay City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers’ compensation payment, including, but not limited to, those based on any provision of the Federal Affordable Care Act, which City may be required to make on behalf of Consultant or any agent, employee, or contractor of Consultant for work done under this Agreement. The payment made to Consultant pursuant to the Agreement will be the full and complete compensation to which Consultant is entitled. City will not make any federal or state tax withholdings on behalf of Consultant or its agents, employees or subcontractors.

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At the City’s election, City may deduct the amounts paid pursuant to this Section, from any balance owing to Consultant.

7. Subcontracting. Consultant's services are being requested by City because they are unique and personal. Except as may be specified in Exhibit “A”, Consultant will not subcontract any portion of the Services without prior written approval of City Manager or his/her designee. If Consultant subcontracts any of the Services, Consultant will be fully responsible to City for the acts, errors and omissions of Consultant's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Consultant is for the acts and omissions of persons directly employed by Consultant. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Consultant and City.

Consultant will be responsible for payment of subcontractors. Consultant will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Consultant's work unless specifically noted to the contrary in the subcontract and approved in writing by City.

8. Other Consultants. The City reserves the right to employ other consultants in connection with the Services.

9. Indemnification. Consultant agrees to indemnify, including the cost to defend, City, its officers, agents, volunteers and employees from any and all claims, demands, costs or liability that arise out of, or pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant and its agents in the performance of services under this Agreement, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by City or the agents, servants, or independent contractors who are directly responsible to City, or arising from the active negligence of City.

10. Insurance. Consultant will obtain and maintain, at its cost and expense, for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the Services by Consultant or Consultant’s agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A:VII."

10.1 Coverages and Limits. Consultant will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager, in consultation with the City Attorney approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Consultant's indemnification obligations under this Agreement. City, its officers, agents, volunteers and employees make no representation that the limits of the insurance specified to be carried by Consultant pursuant to this Agreement are adequate to protect Consultant. The coverage will contain no special limitations on the scope of its protection to the above-designated insureds except for Workers Compensation and errors and omissions insurance. Consultant will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. If Consultant believes that any required insurance coverage is inadequate, Consultant will obtain such additional insurance coverage, as Consultant deems adequate, at Consultant's sole expense.

10.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit.

10.1.2 Automobile Liability. $1,000,000 combined single-limit per accident for bodily injury and property damage.

10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Consultant has no employees and provides, to City's satisfaction, a declaration stating this.

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Packet Pg. 222 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 4 PSA_City Attorney Approved Version 040821

10.1.4 Professional Liability. Errors and omissions liability appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim.

10.2 Endorsements. For Commercial General Liability Insurance, Consultant will ensure that the policies are endorsed to name the City, its officers, agents, volunteers and employees as additional insureds. Prior to City's execution of this Agreement, Consultant will furnish, to the satisfaction of the City, certificates of insurance and endorsements.

10.3 Cancellation. Insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent pursuant to the notice provisions of this Agreement.

10.4 Failure to Maintain Coverage. If Consultant fails to maintain any of these insurance coverages, then City will have the option to declare Consultant in breach of this Agreement, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Consultant is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Consultant or deduct the amount paid from any sums due Consultant under this Agreement.

10.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements.

10.6 Primary Coverage. For any claims related to the Services and this Agreement, the Consultant’s insurance coverage will be primary insurance with respect to City, its officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City for itself, its officers, agents, volunteers and employees, will be in excess of Consultant’s insurance and not contributory with it.

10.7 Reduction in Coverage/Material Changes. Consultant will notify City in writing pursuant to the notice provisions of this Agreement thirty (30) days prior to any reduction in any of the insurance coverage required pursuant to this Agreement or any material changes to the respective insurance policies.

10.8 Waiver of Subrogation. The policies shall contain a waiver of subrogation for the benefit of City.

11. Business License. Consultant will obtain and maintain a City of Brentwood Business License for the term of the Agreement, as it may be amended from time-to-time.

12. Maintenance of Records. Consultant will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Consultant will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Consultant will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

13. Ownership of Documents.

13.1 All product produced by Consultant or its agents, employees, and subcontractors pursuant to this Agreement (the “Work Product”) is the property of City. In the event this Agreement is terminated, all Work Product produced by Consultant or its agents, employees and subcontractors pursuant to this Agreement will be delivered to City pursuant to the termination clause of this Agreement. Consultant will have the right to make one (1) copy of the Work Product for Consultant’s records.

13.2 The Work Product may be used by City and its agents, employees, representatives, and assigns, in whole or in part, or in modified form, for all purposes City may deem advisable, without further employment of or payment of any compensation to Consultant; provided, however, that if this Agreement DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 223 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 5 PSA_City Attorney Approved Version 040821
is terminated for any reason prior to completion of the Project and if under such circumstances City uses, or engages the services of and directs another consultant to use, the Work Product, City agrees to hold Consultant harmless from any and all liability, costs, and expenses relative to claims arising out of matters and/or events which occur subsequent to the termination of this Agreement as a result of causes other than the fault or negligence of Consultant, or anyone for whose acts it is responsible, in preparation of the Work Product. Consultant will not be responsible for deficiencies solely attributable to modifications of the Work Product performed by others, or that arise from use of the Documents in connection with a project or site other than that shown in the Work Product.

14. Copyrights. Consultant agrees that all copyrights that arise from the Services will be vested in City and Consultant relinquishes all claims to the copyrights in favor of City.

15. Confidentiality. All documents, reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of the Services pursuant to the Agreement are confidential until released by the City to the public, and the Consultant will not make any of these documents or information available to any individual or organization not employed by the Consultant or the City without the written consent of the City before any such release.

16. Notices. Any notices relating to this Agreement shall be given in writing and shall be deemed sufficiently given and served for all purposes when delivered personally, by facsimile or by generally recognized overnight courier service, or five (5) days after deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, addressed as follows:

For City:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Phone No. (925) 516-5307
Attn: Jigar Shah
For Consultant:

Name: BSK Associates
Title: Livermore Branch Manager
Address: 399 Lindbergh Avenue
Livermore, CA 94551
Phone: (925) 315-3151
Attn: Cristiano Melo, PE, GE
Either Party may change its address for purposes of this section by giving the other Party written notice of the new address in the manner set forth above.

17. Conflicts of Interest.

17.1 City will evaluate Consultant’s duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City’s Conflict of Interest Code is required of Consultant or any of Consultant’s employees, agents, or subcontractors. Should it be determined that disclosure is required, Consultant or Consultant’s affected employees, agents, or subcontractors will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700.

17.2 Consultant understands that its professional responsibility is solely to City. Consultant warrants that it presently has no interest, present or contemplated, and will not acquire any direct or indirect interest, that would conflict with its performance of this Agreement. Consultant further warrants that neither Consultant, nor Consultant’s agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Consultant will file with the City an affidavit disclosing this interest. Consultant will not knowingly, and will take reasonable steps to ensure that it does not, employ a person having such an interest in the performance of this Agreement. If after employment of a person, Consultant discovers that it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant will promptly disclose the relationship to the City and take such action as the City may direct to remedy the conflict.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 224 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 6 PSA_City Attorney Approved Version 040821

18. General Compliance with Laws. Consultant will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Consultant, or in any way affect the performance of the Services by Consultant. Consultant will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of the Services with all applicable laws, ordinances and regulations.

19. Pandemic Health Laws. Consultant’s duty to comply with Laws includes compliance by Consultant with all local, state, or federal Laws that have been or may be enacted in response to the COVID-19 pandemic (collectively, “Health Laws”), which include all of the County of Contra Costa Health Orders. Failure to fully comply with the Health Laws constitutes a material default, subject to all available remedies including suspension or termination.

20. Discrimination and Harassment Prohibited. Consultant will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.

21. Termination. In the event of the Consultant's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Consultant in writing pursuant to the notice provisions of this Agreement. Consultant has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Consultant has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. In the event City elects to terminate, City will have the right to immediate possession of all Work Product and work in progress prepared by Consultant, whether located at the project site, at Consultant's place of business, or at the offices of a subconsultant.

Either Party, upon tendering thirty (30) calendar days written notice to the other Party, may terminate this Agreement for convenience. In this event and upon request of City, Consultant will assemble the work product without charge and put it in order for proper filing and closing and deliver it to City. Consultant will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.

22. Covenants Against Contingent Fees. Consultant warrants that Consultant has not employed or retained any company or person, other than a bona fide employee working for Consultant, to solicit or secure this Agreement, and that Consultant has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to terminate this Agreement for nonperformance, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee.

23. Claims And Lawsuits. By signing this Agreement, Consultant agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Consultant acknowledges that if a false claim is submitted to City by Consultant, it may be considered fraud and Consultant may be subject to criminal prosecution. Consultant acknowledges that California Government Code sections 12650 et seq., the False Claims Act, applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Consultant acknowledges that the filing of a false claim may subject Consultant to an administrative debarment proceeding as the result of which Consultant may be prevented to act as a Consultant on any public work or improvement for a period of up to five (5) years. Consultant acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement.

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24. Jurisdiction, Venue and Governing Law. Any action at law or in equity brought by either of the Parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of Contra Costa, State of California, and the Parties waive all provisions of law providing for a change of venue in these proceedings to any other county. This agreement will be governed by the laws of the State of California.

25. Testimony. Consultant will testify at City's request if litigation is brought against City in connection with Consultant's services under this agreement. Unless the action is brought by Consultant, or is based upon Consultant's actual or alleged negligence or other wrongdoing, City, upon prior written agreement with Consultant will compensate Consultant for time spent in preparation for testimony, testimony, and travel at Consultant's standard hourly rates at the time of actual testimony.

26. Successors and Assigns. It is mutually understood and agreed that this Agreement will be binding upon the Parties and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Consultant without the prior written consent of City, which will not be unreasonably withheld.

27. Section Headings. Section headings as used in this Agreement are for convenience only and will not be deemed to be a part of such sections and will not be construed to change the meaning of the section.

28. Waivers. The waiver by either Party of any breach or violation of any term, covenant, or condition of this Agreement or of any applicable law will not be deemed to be a waiver of such term, covenant, condition or law or of any subsequent breach or violation of same or of any other term, covenant, condition or law. The acceptance by either Party of any fee or other payment which may become due under this Agreement will not be deemed to be a waiver of any preceding breach or violation by the other Party of any term, covenant, or condition of this Agreement or any applicable law.

29. Entire Agreement. This Agreement, together with any other written document referred to or contemplated by it embody the entire Agreement and understanding between the parties relating to the subject matter of it. The City Manager is authorized, in consultation with the City Attorney, to agree to nonmaterial amendments to this Agreement. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties.

30. Authority. The individuals executing this Agreement and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Agreement.

31. Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law.

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32. Signatures.

32.1 Counterparts. This Agreement may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

32.2 Digital/Electronic Signatures. Using a City-approved method, this Agreement may be executed through the use of digital or electronic signatures in accordance with Government Code Section

16.5. The presence of an electronic signature on this Agreement will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Printed Name: Timothy Rodriguez
Title: Vice President/Chief Operating Officer
** By:

Printed Name: Sandra Hakala
Title: CFO
CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

Chairman, Secretary,
President, or Assistant Secretary,
Vice-President CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.

If an LLC:
• The Agreement must be signed by a Managing Member or the LLC must attach a resolution empowering the signatory to bind the LLC.

If a partnership:
• The Agreement must be signed by the Managing Partner or the Partner authorized to execute agreements of this type. Additional documentation, such as the partnership agreement, confirming this signature authority may be required.

If a sole proprietorship:
• The Agreement must be signed by the owner.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 227 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 9 PSA_City Attorney Approved Version 040821
EXHIBIT “A”

SCOPE OF SERVICES
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Packet Pg. 228 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

GEOTECHNICAL/CONSTRUCTION MATERIALS TESTING

SERVICES FOR INFRASTRUCTURE PROJECTS
(CITY OR DEVELOPER DRIVEN)

IN RESPONSE TO
CITY OF BRENTWOOD’S
FEBRUARY 1, 2022 REQUEST FOR QUALIFICATIONS
Submitted on March 8, 2022 by:
399 Lindbergh Avenue, Livermore, CA 94551
P: (925) 315-3151
DIR #100003557
Primary Point of Contact/Project Manager:

Mr. Cristiano Melo, PE, GE
925-315-3151 ext. 110
[email protected]
`
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 229 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page ii

TABLE OF CONTENTS
SECTION A. LETTER OF TRANSMITTAL ................................................................................................. 1 SECTION B. SUBCONTRACTORS ........................................................................................................... 2 SECTION C. SUBMITTAL APPROACH .................................................................................................... 3 C.1 Firm Qualifications ................................................................................................................... 3 C.1.1 Geotechnical Engineering Services .................................................................................... 4 C.1.2 Materials Testing and Special Inspection Services ............................................................. 4 C.2 Project Team ............................................................................................................................ 6 C.3 Project Experience ................................................................................................................... 7 C.4 Project Approach ................................................................................................................... 10 C.4.1 Approach to Geotechnical Studies .................................................................................. 10 C.4.2 Approach to Special Inspection and Testing Services ...................................................... 11 C.5 Quality of Work ...................................................................................................................... 13 SECTION D. AGREEMENT PROVISIONS ............................................................................................... 14 SECTION E. CONFLICT OF INTEREST ................................................................................................... 14 SECTION F ATTACHMENTS ............................................................................................................... 14

APPENDICES
Appendix A – Resumes
Appendix B – Example Reports
Appendix C – Structural Tests & Inspection Schedule
Appendix D – Schedule of Fees
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 230 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 399 Lindbergh Avenue
Livermore CA 94551
P 925.315.31511
www.bskassociates.com
Environmental, Geotechnical, Construction Services, Analytical Testing - An Employee-Owned Company SECTION A. LETTER OF TRANSMITTAL
March 8, 2022 BSK Proposal No. CL22-22812
City of Brentwood
Public Works Department
Attention: Renee Payette
150 City Park Way
Brentwood, California 94513
SUBJECT: Statement of Qualifications for Geotechnical/Construction Materials Testing Services for Infrastructure Project (City of Developer Driven)
Dear Ms. Payette:

BSK Associates (BSK) is pleased to provide our Statement of Qualifications (SOQ) in response to the City of Brentwood’s (City) February 1, 2022 Request for Qualifications (RFQ) for Geotechnical/Construction Materials Testing Services for Infrastructure Projects (City or Developer Driven) and Clarification No. 1 released on March 2, 2022. We understand that the City is seeking qualified firms to provide geotechnical/construction materials testing services for a variety of projects on an on-call basis. BSK is well qualified and interested in providing continued on-call services to the City. BSK’s Department of Industrial Relations (DIR) registration number is 1000003557. BSK is also a DGS-certified Small Business for Public Works (SB-PW), certification ID 2014327.

As a company, BSK brings over 56 years of experience in Northern California supporting public agencies.

Locally, we are particularly adept at providing geotechnical engineering and special inspection/materials testing services to City and County agencies through on-call contracts. Since 2013, our team has successfully assisted the City on its projects on an on-call basis including the ongoing construction of the Brentwood Wastewater Treatment Plant Expansion Phase II project, the 2019 Grind/Overlay, the Balfour Road Overlay, the Brentwood Boulevard Landscape Improvements, and the 2014 updates to the City’s Quality Assurance Program which were all completed in accordance with the Caltrans Local Assistance Procedures Manual. BSK also provided geotechnical services for the Brentwood Municipal Service Center and Shea Homes/Trilogy Subdivisions and is currently performing the geotechnical investigation for the Sand Creek Road Extension project.

We propose using the same team that the City has grown to know through our current contract. BSK’s primary point of contact/project manager will be Mr. Cristiano Melo, who serves as the branch manager for BSK’s Bay Area office. He is authorized to negotiate terms and sign the on-call contract with the City on BSK’s behalf. Mr. Melo will be supported by an on-call experienced and Caltrans-certified team of engineers, geologists, and special inspectors. Specific information on our staff’s experience and qualifications is presented later is this SOQ.

We are committed to continue to provide the City with our services in a professional, constructive, costeffective, and timely manner. If there are any questions regarding our submittal, please contact Mr. Melo at 925-765-9483 or [email protected]. Thank you for your consideration.

Respectfully submitted,
BSK Associates
Michael Kibbey, EIT Cristiano Melo, PE, GE
Assistant Project Manager Primary Point of Contact/Project Manager DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 231 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 2
SECTION B. SUBCONTRACTORS
All materials testing services for this contract will be provided by BSK’s in-house staff and laboratories. At this time, we do not anticipate hiring any subconsultants as part of our proposed services to the City.

However, in the event the City requires BSK to meet a project-specific DBE participation goal on federallyfunded project(s), we could retain the services of one or more DBE subconsultants for such specific project(s). For instance, our current on-call contract with Caltrans District 4 has a 6 percent DBE participation goal, which we are addressing by using DBE subconsultants for materials laboratory testing.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 232 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 3
SECTION C. SUBMITTAL APPROACH
C.1 Firm Qualifications
BSK Associates is a 100 percent employee-owned California S corporation that provides geotechnical engineering, environmental consulting, construction observation/materials testing/special inspection, and analytical laboratory services. Founded in 1966, BSK is a California-grown company with nearly a 38- year presence in the Bay Area since 1984. Over 75 percent of the projects BSK supports in the Bay Area are in the public sector through various on-call geotechnical and materials testing contracts. BSK currently employs a staff of approximately 200 with offices and laboratories throughout California (Livermore, Tracy, Rancho Cordova, Fresno, San Bernardino, and Bakersfield) as well as a laboratory in Vancouver, Washington. BSK is a registered public works contractor with the Department of Industrial Relations (DIR) – registration number 1000003557. BSK is also a California Department of General Services certified Small Business for Public Works (SB-PW) – certification identification number 2014327.

This contract will be serviced from our Bay Area office and laboratory located at 399 Lindbergh Avenue in Livermore, California, which staffs a total of approximately 30 employees including 3 registered civil engineers (2 of which are registered geotechnical engineers), 2 registered professional geologists, 5 engineers-in-training, 2 geologist-in-training, and 22 certified special inspectors and engineering technicians. We fully intend to staff our services to the City with local Bay Area staff. Should additional personnel be needed for any reason, BSK has additional resources in our Tracy, Rancho Cordova (Sacramento Area), and Fresno offices.

The anticipated services associated with the City of Brentwood On-Call Geotechnical/Construction Materials Testing contract involves the use and transportation of nuclear density gauges. Therefore, hourly charges will be applied on a portal-to-portal basis from our Livermore office and laboratory (typically a 1.5-hour roundtrip). In addition, this is the location that laboratory samples will be taken for testing, which is only 25 miles from the City. A minimum of 4 hours will be charged for field services per visit (which include travel) – note that BSK is required by State law to pay a minimum of 4 hours to our hourly employees irrespective of how many hours they work.

BSK has a successful history of providing on-call geotechnical and construction materials testing services to our municipal clients. About 75 percent of our Bay Area projects belong to public agencies. This experience allows our BSK staff to often operate almost as an extension of our public sector clients’ staff.

Furthermore, we are extremely familiar with working within the parameters of tight schedules and budgets, which is often the case on publicly funded projects. We currently hold on-call contracts with the following Bay Area municipalities and counties: Cities of Alameda, Belmont, Berkeley, Brentwood, Dublin, El Cerrito, Fremont, Livermore, Oakley, Pinole, Pleasanton, San Ramon, Vallejo, and Walnut Creek as well as with Contra Costa and Alameda Counties. We also currently hold on-call contracts with the Central Contra Costa Sanitary District and the Hayward Area Recreation and Park District. We have also provided services recently to a number of other public agencies on project-specific contracts.

BSK’s Livermore-based project team has a large amount of recent, local as-needed/on-call experience in providing geotechnical services and materials testing services to municipal clients. Within the Livermore office, over 50% of our revenues come from providing construction inspection and material testing support primarily as on-call/as needed services. Through these projects, we have demonstrated our ability to provide construction inspection and material testing services in accordance with each Agency’s local quality assurance plan or project-specific Special Provisions. In addition, our Team presented in this proposal holds a nice portfolio of projects which were supported in accordance with Caltrans Local Assistance policies and procedures including the provisions of Chapter 10 of the LAPM. These projects have been serviced by the same BSK key team members that we are proposing to utilize for this contract, DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 233 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 4
including work performed under our current agreement with the City of Brentwood for the following projects:
 Brentwood WWTP Expansion Phase II
 2019 Grind/Overlay
 Brentwood Boulevard Median
 Sand Creek Road Median
 Solid Waste Transfer Station Landscape
and Streetscape Improvements
 Balfour Road Overlay Project
 Brentwood 2016 Pavement
Management
 Brentwood QA Program Revision
 Blue Goose Park Parking Lot
Our Bay Area branch manager, Mr. Cristiano Melo, PE, GE, has also provided geotechnical engineering services for several City of Brentwood projects, including the geotechnical investigation and construction observation and testing services for the Municipal Service Center building and geotechnical peer review services for the Shea Homes and Shea Trilogy Subdivisions. He is currently working on the Sand Creek Road Extension project.

C.1.1 Geotechnical Engineering Services
BSK’s team of geotechnical engineers, geologists, and support staff has the technical capability to provide creative, practical, and technologically sound recommendations within a reasonable budget. We are wellequipped to provide cost-effective investigations and recommendations for many types of engineering improvement projects, ranging from independent review of geotechnical and soils reports, geotechnical engineering investigations, repair of landslide and erosion failures, to levee improvements. Our geotechnical design and recommendations experience encompasses, but is not exclusive to the following:
 Emergency response for landslides, utility
failures, and similar improvements
 AC and concrete pavement design
 Shallow and deep foundations
 Slope stability analysis
 Retaining walls
 Concrete slabs-on-grade
 Geologic and seismic hazard evaluations
 Natural or synthetic turf fields
 General and specialized earthwork
 Hillside grading
 Site drainage
 Subgrade stabilization
 Liquefaction mitigation
 Groundwater level monitoring
 Percolation testing
C.1.2 Materials Testing and Special Inspection Services Our Livermore materials laboratory and construction services team will provide the laboratory testing and special inspection support for this contract and maintain accreditations through AASHTO (AMRL/CCRL), USACE, DSA, Caltrans, USBR, ACI, AWS, ICC, OSHPD, and ASNT. Our Construction Services Group provides quality assurance/quality control observation, monitoring and testing of construction materials in accordance with the International Building Code (IBC) and California Building Code (CBC) Section 1704A.1.1. We are very knowledgeable of construction materials including soils, aggregates, asphalt, reinforcing steel, concrete, masonry, wood products, structural steel, fireproofing, and are very familiar with construction processes and methods.

BSK maintains certified and accredited materials testing laboratories in Livermore, Fresno, Rancho Cordova, and Bakersfield. Our project and contract exposure have provided our staff with extensive experience referencing Caltrans design methodology as well as Caltrans Standard Specifications and Test Methods, in addition to AASHTO and ASTM methodologies. Over the past few years, our Livermore laboratory has procured the equipment, staff and accreditations to support the testing of hot mix asphalt in accordance with Superpave methodology and the 2015/2018 Caltrans Specifications, making BSK one of the few firms in Northern California with this capability. As a result, BSK’s Bay Area office and DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 234 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 5
City of Brentwood
BSK Primary Point of
Contact/Project
Manager
Cristiano Melo, PE, GE
Assistant Project
Manager
Michael Kibbey, EIT
Senior Materials
Engineer /
Responsible
Materials Engineer
James Auser, PE
Materials Laboratory
Manager
Randy Cortez
Special Inspectors
and Engineering
Technicians
laboratory currently holds an on-call contract with Caltrans District 4 to support their quality assurance materials testing needs. The list below summarizes some of the standard set of tests our facilities perform, but are not limited to, in accordance with ASTM and Caltrans Test Methods. o Soil, Aggregate, Asphalt
 Maximum dry density
 Expansion Index
 R-Value
 Plasticity index
 Sand equivalent
 Sieve analysis
 Hveem stability
 Superpave Testing
 Hamburg Wheel Track
 Gyratory Compaction
 Asphalt content
 Hardness and abrasion
o Reinforcing Steel
 Tensile strength
 Bend test
 Sample and tag specimens
o Coatings
 Paint thickness testing
 Holiday testing
o Masonry
 Grouted prism
 Mortar compression
 Grout compression
 Anchor pull-out
 Block compression
 Block measurement
 Block moisture/absorption
 Shrinkage
 Efflorescence
o Structural Steel
 Bolt and washer hardness
 Fireproofing density
 Bolt bend/tensile
 Weld procedures
 Charpy impact
o Concrete
 Cylinder/core compression strength
 Anchor pull-out
 Slump and air content testing
 Concrete cylinder/core sampling
Often BSK’s construction inspection and materials testing services are called on by our municipal clients to support a wide range of projects; however, the projects typically focus on roadway or underground utility/infrastructure projects as well as public facilities, such as water/wastewater treatment and conveyance facilities and public buildings. These projects generally require services such as compaction testing of subgrade, aggregate base and paving materials, and may also include special inspection of reinforced concrete, masonry, steel items, and welding – all services that we offer with our in-house staff.

As a result of our team’s broad experience, we can assist our clients by contributing knowledge and expertise to the construction quality assurance team and streamlining materials testing coordination efforts, thereby reducing the need for management by our client and eliminating costly delays that can result when materials testing personnel are unfamiliar with construction materials and/or methods.

As mentioned previously, the Primary Point of Contact and Project Manager for this contract will be Mr.

Cristiano Melo, PE, GE, BSK’s Livermore Branch Manager. Mr. Melo will be accountable to the City to respond to RFPs, service requests, RFIs, and submittals, to coordinate and lead the project team, assuring that all field staffing needs are being met and used efficiently and effectively. Mr. Michael Kibbey will be Mr. Melo’s assistant project manager for this contract. They work closely together on multiple projects on a regular basis for various cities and municipalities. Below is our team’s organization chart.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 235 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 6
C.2 Project Team
We have assembled a highly qualified project team with years of experience working with on-call contracts and public agency projects. Below is a brief summary of our key team members, though the full Bay Area office staff and company-wide resources of BSK are available to the City as required. The team presented herein is the same team that has been servicing the City during our current agreement. Full resumes of our key team members are included in Appendix A of this SOQ.

Cristiano Melo, PE, GE – Primary Point of Contact/Project Manager Mr. Melo is a licensed Professional Geotechnical Engineer in the State of California with nearly 22 years of experience and will service as this contract’s primary point of contact and project manager. In this role, Mr. Melo will be responsible for allocating the appropriate resources of the entire firm to meet the demands of the City’s inspection and testing services contract. Mr. Melo has an extensive resume of experience supporting municipal clients, including multiple projects for the City of Brentwood. Mr. Melo is also the Branch Manager for BSK’s Bay Area office and is uniquely capable of committing BSK’s resources to the City. He will be available to support the City of Brentwood contract both technically and administratively for BSK’s geotechnical and construction materials testing services.

Michael Kibbey, EIT – Assistant Project Manager
Mr. Kibbey joined the BSK team early in 2021 as a senior materials project manager and has nearly 14 years of experience in materials testing and special inspection services involving pavement, masonry, precast concrete, earthwork, foundations, reinforcing steel, concrete, load testing of post-installed anchors/dowels, structural steel, and welding, to name a few. His portfolio of projects includes Caltrans projects, roadways/highways, bridges, rail, soil nail, and tie-back walls, mass grading, deep and shallow foundations, and hot mix asphalt pavements. Mr. Kibbey will work closely with Mr. Melo to ensure that the project team are meeting the requirements of the contract, project, and the City’s expectations.

James Auser, PE – Senior Materials Engineer/Responsible Materials Engineer Mr. Auser will serve as the responsible Materials Engineer for this contract and will provide primary oversight for BSK’s technical staff in the field and laboratory. He specializes in laboratory testing of soils, asphalt, concrete and their constituents and in the development of specialty load test applications. With a 26-year career in the construction industry, he is also multi-certified and provides technical oversight on several on-call municipal contracts, including BSK’s current contract with the City of Brentwood.

Randy Cortez – Laboratory Manager
Mr. Cortez has almost 17 years of experience in laboratory testing, encompassing a wide range of work including soils, asphalt, concrete, and steel. He holds nearly 70 Caltrans Test Method certifications and has extensive hot-mix asphalt pavement testing and mix design development experience. He has worked through Superpave testing to support the newest 2015 and 2018 Caltrans specs, Marshall testing, Hveem, and gyratory compaction efforts. He also served on the pilot program for Superpave in California to help to introduce the technology to California.

Matt Lagerstrom – Senior Engineering Technician
Mr. Lagerstrom has over 15 years of experience and has supported many municipal clients as an inspector and materials tester. Mr. Lagerstrom effectively interfaces with BSK’s Construction Services Group and the Geotechnical Engineering Group, providing field and laboratory support for both groups through his wide range of services encompassing soils, concrete, and hot mix asphalt paving. Mr. Lagerstrom has extensive experience supporting the City on previous contracts and will serve as the primary technician on this contract.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 236 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 7
C.3 Project Experience
BSK has built a reputation for partnering with Public Agencies from design through construction, allowing us to identify issues and address solutions before they impact a project, saving our clients time and money.

Through our large amount of recent, local experience with other municipal and City clients providing similar on-call services, we have demonstrated our ability to provide exceptional geotechnical engineering services throughout a large service area. Below are five selected projects that BSK has recently worked on for public agencies. References are provided for each project.

GEOTECHNICAL ENGINEERING AND SPECIAL TESTING AND INSPECTION ON-CALL SERVICES, DUBLIN, CA Client: City of Dublin
BSK Project Manager: Cristiano Melo, PE, GE
BSK Key Team
Members: Cristiano Melo, James Auser, and Randy Cortez
BSK’s Project Role: Geotechnical investigation, environmental consulting, special testing, and inspection (design and construction phases)
Project Dates: 2004 to present
BSK Budget: $1,000,000
Reference: City of Dublin (Client), Lorin Jensen, PE, on-call Project Manager for the City of Dublin, 100 Civic Plaza, Dublin, [email protected], 925-833-6655 Project Description and Scope:

Over the course of the many years that BSK has supported the City of Dublin, our entire Bay Area team has serviced projects there. Representative projects and services performed under the contract have included:
 Geotechnical investigations for various projects including All Abilities Park, Fallon Sports Park Phase 3, Heritage Park and Museums Renovations, and Wallis Ranch Community Park.  Environmental services – soil profiling for off-haul, paint sampling/testing, surface sampling/testing of pavement striping paint
 Annual City Street Overlay Programs in 2015, 2018, and 2020 – BSK provided subgrade, aggregate base compaction testing and observation, laboratory testing of import fills and asphalt, and hotmix asphalt acceptance testing per Caltrans standard processes.  In addition, BSK provided construction observation/materials testing services for significant roadway improvements, such as Dougherty Valley Road in 2015, other storm drain system improvements, additional parks and slope repair types of projects, such as the The Wave Aquatic Center in 2015-2017, the Sean Diamond Park Improvements in 2018, the Clover Park in 2019-2020, the All-Abilities Playground in 2019-2020, Fallon Sports Park Phase 3 in 2020-present, and the Don Biddle Community Park in 2020-present.
 Foundation construction, anchor installation and welding inspection for multiple art sculptures throughout the City.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 237 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 8

GEOTECHNICAL ENGINEERING, ENVIRONMENTAL CONSULTING, AND SPECIAL TESTING AND

INSPECTION ON-CALL SERVICES, LIVERMORE, CA
Client: City of Livermore
BSK Key Team
Members: Mr. Randy Cortez (laboratory manager), Mr. Jim Auser (materials engineer), Mr.

Michael Kibbey (materials task manager), Mr. Matt Lagerstrom (Engineering Technician), Mr. David Eckhardt (Engineering Technician), Mr. Dennis Ness (Special Inspector)
BSK’s Project Role: Geotechnical investigation, environmental consulting, special testing, and inspection (design and construction phases)
Project Dates: 2015 to present
BSK Budget: $300,000/year up to 4 years
Reference: City of Livermore (Client), Mike Stamm, Construction Inspection Manager, 1052 South Livermore Avenue, Livermore, CA 94550, [email protected] , 925- 960-4543
Project Description and Scope:

Since being awarded the on-call contract in 2015 with the City of Livermore and renewed in 2019, BSK has provided soils and asphalt observation and testing services for the annual sewer replacement project, 2015-2019 annual street resurfacing, annual slurry seal, Fire Station No. 9, and streets and utilities for numerous new residential developments. In addition, we provided a geotechnical investigation and infiltration testing for a proposed Hydromodification Basin and geotechnical and special testing and inspection services for the relocation of the historic Railroad Depot, and provided geotechnical engineering, environmental consulting, and special testing and inspeciton services at the Livermore Airport. One of the most recent projects BSK supported was the Dalton Reservoir Replacement Project, which involved special testing and inspection services for earthwork, concrete, and a large amount shop and field welding and coatings inspection for the reservoir’s structural steel tank.

YGNACIO VALLEY ROAD REHABILITATION PROJECT
Client: City of Walnut Creek (Project’s Owner)
BSK Project Manager: Michael Kibbey
BSK Key Team
Members: Michael Kibbey, Matt Lagerstrom, and Randy Cortez BSK’s Project Role: Special testing and inspection (construction phase) Project Dates: Summer of 2021
BSK Budget: $110,382
Reference: City of Walnut Creek (Project’s Owner), Alex Wong, PE, Associate Civil Engineer, 1666 North Main Street, Walnut Creek, CA 94596, (925) 943-5899, ext. 2239, [email protected]
Project Description and Scope:

As part of BSK's Geotechnical, Construction Oversight, and On-Call Quality Assurance Testing On-Call Services contract with the City of Walnut Creek (2015 to Present), BSK provided materials testing and quality assurance to the City during the rehabilitation of Ygnacio Valley Road. BSK provided Quality Assurance (QA) testing services as part of our City of Walnut Creek On-Call for the rehabilitation project of Ygnacio Valley Road. Services include observation, sampling, and field density testing during subgrade DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 238 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 9
preparation and placement of aggregate base, cold-in-place recycling of asphalt pavement, hot-mixasphalt (HMA) batch plant and field inspections, and laboratory testing of HMA and aggregate base materials. BSK also served as a representative of the City during inspections that assisted with traffic control monitoring, manhole placements, material quantity tracking, etc. All work was completed per Caltrans Specifications and was subject to Federal Funding testing requirements.

OAKLEY RECREATION CENTER, PHASE 1
Client: City of Oakley (Project’s Owner)
BSK Project Manager: Cristiano Melo, PE, GE
BSK Key Team
Members: Cristiano Melo, James Auser, and Randy Cortez
BSK’s Project Role: Geotechnical investigation, geotechnical review of plans and specifications, and special testing and inspection (design and construction phases) Project Dates: 2016-2018
BSK Budget: $34,303
Reference: City of Oakley (Project’s Owner), Jason Kabalin, PE, Capital Projects Coordinator, Public Works Department, 3231 Main Street, Oakley, CA 94561, 925-625-7040, [email protected]
Project Description and Scope:

The project consisted of the construction of two approximately 10,000 square feet single-story buildings and the relocation of an existing approximately 3,000 square foot, single story modular building. Other improvements included an amphitheater, an athletic field with natural turf, new asphalt concrete paved parking and driveways, concrete flatwork, bleachers and a baseball backstop for the athletic field, fences, underground utilities, landscaping, bioswales/infiltration basins, and a new traffic signal at O’Hara Avenue near the entrance to the site. BSK performed the geotechnical investigation for this project and provided compaction and special testing and inspection services during construction of this project.

RAW WATER PUMP STATION – PHASE 1, STANISLAUS COUNTY (NEAR HUGHSON), CA Client: ICM Group (Project’s Construction Manager)
Project Owners: Stanislaus Regional Water Authority & Turlock Irrigation Dist.

BSK Project Manager: Cristiano Melo, PE, GE
BSK Key Team: Cristiano Melo, James Auser, and Randy Cortez BSK’s Project Role: Special testing and inspection (construction phase) Project Dates: 2018-2019
BSK Budget: $35,000
Reference: ICM Group (Project’s Construction Manager), Mr. Jeff Inferrera, PE, Principal Engineer, 7040 Settlers Trail, Shingle Springs, CA 94682, 916-792-9871, [email protected]
Project Description and Scope:

The project consisted of the construction of a large pump station adjacent to the Tuolumne River. BSK provided compaction and special testing and inspection services during construction of this project.

Ground freezing was used for shoring of the excavation walls, which extended over 40 feet deep.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 239 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 10
C.4 Project Approach
We reviewed the scope of services noted in Attachment A of the RFQ and we believe BSK has a thorough understanding, is well qualified, and is able to provide all these services to the City in a friendly, professional, cost-effective, and timely manner as we have done for the City and with similar on-call contracts with our other Bay Area public sector clients. Our personnel noted in this SOQ are highly qualified to provide all the services referenced within the RFQ. In addition, BSK has the capability of providing environmental/analytical services by registered professionals, if such services are necessary under this contract, particularly hazardous materials testing and evaluation services immediately prior or during construction of the City’s projects.

Our State of California registered Geotechnical Engineers and support staff routinely assist our municipal and other public agency on-call clients with geotechnical investigations ranging from feasibility level, paper-study evaluations that do not require subsurface exploration to investigations including borings, cone penetration testing (CPT), and test pits. We also regularly provide geotechnical peer review, plan and specification review, and construction support services as part of our on-call contracts. Prior to disposal of soils offsite, our staff often assists our clients with characterization of soil contaminants and disposal procedures, including reviewing pertinent regulatory requirements and assessing landfill acceptance criteria.

During construction, we routinely assist our on-call clients with special testing and inspection during construction, including laboratory materials testing support, compaction testing, asphalt concrete testing and temperature monitoring, concrete sampling and temperature monitoring, batch plant inspection, rebar inspection, torque testing, testing of anchors, masonry inspection, shop welding inspection, field welding inspection, and Caltrans-style source inspections at fabricator facilities. Prior to our field visits, our inspectors review the project plans and specifications to ensure the contractors are complying to the project requirements.

C.4.1 Approach to Geotechnical Studies
It is our understanding that certain projects will require geotechnical design services. A typical geotechnical investigation will include many similar items regardless of the project being investigated. All projects will start with a proposal and cost estimate, during which we will work closely with City staff to understand the project’s requirements in order to provide a cost effective yet thorough investigation. We will also check if previous subsurface data is available for the site to help reduce the amount of additional investigation needed. After notice to proceed our approach and work plan will include:
 Project Set-up, Data Review, Site Reconnaissance and Permitting o Setting up a BSK project number
o Staff briefing
o Review of available geologic mapping for the site and previous investigations (if any) o Mark borings, CPTs, and/or test pits in the field
o Obtain utility clearance by reviewing as-built plans (if available) and calling Underground Service Alert (USA North 811)
o Obtain necessary drilling and encroachment permits
 Subsurface Investigation and Laboratory Testing
o Drill borings, advance CPTs, and/or excavate test pits at a sufficient spacing and to a sufficient depth necessary to provide necessary interpretation of subsurface conditions and associated recommendations for the planned improvements DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 240 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 11
o Laboratory testing as necessary, possibly including but not limited to measurement of moisture content/dry density, sieve and hydrometer analysis, Atterberg Limits, strength testing such as direct shear or triaxial compression, consolidation, collapse potential, shrink/swell, Resistance (R) Value, and corrosivity
 Analysis and Report Preparation
o Evaluate the field and laboratory data
o Perform engineering analyses to develop conclusions and recommendations o Summarize the results of field exploration, laboratory data and engineering analysis in a report containing, but not limited to, the following items:
 A description of the project including a vicinity map and a site plan showing approximate boring locations
 Description of field investigation, logs of borings, CPTs, and/or test pits, and laboratory tests
 A description of the surface and subsurface site conditions encountered during the field investigation, including groundwater depths
 A description of the site geologic setting, fault distances, and associated geologic and seismic hazards, including an analysis of liquefaction potential  Presentation of current CBC seismic design parameters  Conclusions and recommendations related to the geotechnical aspects of:
 Shallow and/or deep foundation design and construction  Slab-on-grade recommendations
 Anticipated total and differential settlements
 Retaining wall recommendations, including seismic increment (if necessary)
 Pavement design based on R-Value testing and traffic index values  Pavement rehabilitation recommendations
 Slope stability assessments and slope construction or repair recommendations
 Site preparation, earthwork and fill recommendations,  Temporary dewatering and shoring requirement,
 Construction considerations and limitations, and
 Brief discussion of the corrosion potential of near-surface soils encountered.

BSK often issues a technical memorandum presenting our initial findings and preliminary design recommendations within two weeks of performing our geotechnical investigations. This allows our clients and the rest of the design team to continue moving forward with their projects to meet the project’s schedule, while at the same time allowing them an opportunity to provide input on our final recommendations before we issue our final reports. We often follow our reports with post-report consultation services to provide additional input during the design phase of our projects.

C.4.2 Approach to Special Inspection and Testing Services BSK understands that the City is looking for an inspections firm that will be on-call and responsive, part of the team working with City personnel and provide onsite and offsite special testing and inspection services to assure quality in compliance with all appropriate standards as identified for each specific project. We must provide properly trained, experienced and credentialed individuals, likely with short notice, for each of the anticipated project types and construction materials that will be used.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 241 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 12
BSK’s operations, management, special testing and inspections, and reporting are performed in accordance with our Quality Control Manual, and where Caltrans Test Methods are specified testing is performed in accordance with our Caltrans Quality Control Manual. As part of our accreditation process, these documents and procedures are reviewed and evaluated by AMRL (referencing ASTM E-329) as well as by Caltrans referencing the Caltrans Independent Assurance Manual. In addition, our field and laboratory staff receive documented in-house training and carry appropriate certifications for any testing or inspections they perform. Technical proficiency is evaluated by technical supervisors and responsible engineers to ensure our staff perform in accordance with all applicable standards.

During construction activities, all daily field reports are reviewed by the registered professional or staff professionals working directly with the registered professional. Our standard process for report distribution is through email, where Daily Field Reports are typically completed digitally using BSK’s automated report processing and distribution system, MetaField© and are provided to the predetermined agency representative(s) following completion of each requested service. Example Daily Field Reports for BSK’s services at the City’s Brentwood Wastewater Treatment Plant Expansion Phase II project are provided in the “Quality of Work and Appendix B” section of this SOQ.

Each of our inspectors are equipped with tablet computers which provide access to important project documents and facilitate Daily Field Report (DFR) entries while on-site. Typically, DFRs are completed digitally in the field / shop and are provided to the predetermined representative(s) electronically following completion of each requested service. Ongoing and timely reviews of all daily field reports and laboratory testing reports allow our team to track, manage, and work towards resolving any nonconformance items throughout the construction process. Non-conforming test results will be immediately relayed to the designated City contact, typically by our field representative prior to completion of each day’s service. At the completion of laboratory tests, a preliminary report is available by email immediately and can be formally delivered within one day of completion and review by our Laboratory Manager. As is required for federally funded projects when appropriate, final reports are provided upon project completion incorporating all necessary test data and documentation required for timely project closeout.

It has been our experience in support of the public sector that timely turnaround of test results is critical to a project’s success and the communication between our team, our client, and the contractor. This is a primary focus for our team, specifically our project manager, dispatcher, laboratory manager, and lead field representative. As such, we work to develop relationships and promote open and frequent communication with the City’s representatives while our laboratory works to ensure timely delivery of test results in accordance with industry standards and the Quality Assurance Plan.

Should service needs be such that additional support is needed, our project team will be supported by the engineering, laboratory and administrative resources available from any of BSK’s other branch offices company-wide; we work as a single team to meet client commitments. Licensed Professional Engineers specializing in construction materials testing and geotechnical engineering are resident in our Bay Area office and are available for consultation when appropriate. Licensed PE’s will maintain oversight of all field and laboratory testing.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 242 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 13
C.5 Quality of Work
BSK’s ultimate deliverable is a satisfied client. Our deliverables focus on the customer – from having the right personnel on the project, providing technically sound inspection and testing services, generating proper field and laboratory documentation/reports – to supporting records and qualifications necessary to comply with federal audits.

Our standard process for report distribution is through email, though we are able to accommodate a project-specific document control system. Daily Field Reports are typically completed digitally using BSK’s automated report processing and distribution system, MetaField© and will be provided to the predetermined City representative(s) daily following completion of each requested service. Nonconforming test results will be immediately relayed to the designated City contact. At the completion of laboratory tests, a preliminary report will be emailed immediately and formally delivered within one day of completion and reviewed by Mr. Randy Cortez, our Laboratory Manager. All geotechnical related field reports will be reviewed by geotechnical staff under the supervision of Mr. Cristiano Melo. Summary reports are processed biweekly incorporating all information for the reporting period and formally delivered via email to the designated City representative(s). As is required for federally funded projects, final reports will be provided upon project completion incorporating all necessary test data and documentation required for timely project closeout. Shown below is an example Memorandum that was provided to the City of Brentwood for a post-tensioned slab foundation recommendation. Additional examples can be found in Appendix B of the SOQ.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 243 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California Page 14
SECTION D. AGREEMENT PROVISIONS
It is the intent of BSK Associates to sign the City of Brentwood’s “Agreement for Geotechnical/Construction Materials Testing Services” (included as Attachment C of the RFQ) without taking any exceptions.

SECTION E. CONFLICT OF INTEREST
We know of no conflicts of interest, actual or that may be perceived, regarding BSK’s services for this contract with the City of Brentwood.

SECTION F ATTACHMENTS
We have included full resumes of the BSK key team members in Appendix A of this SOQ. Additional staff resumes and certifications are available upon request. As requested, we have filled out and included in Appendix C the third page of Attachment B of the RFQ, which lists BSK’s structural tests and inspection schedule. In addition, additional examples of typical BSK reports are shown in Appendix B, and BSK’s complete schedule of fees is shown in Appendix D. The rates presented in our Schedule of Fees will be fixed for the first year after of the start date of this contract. Thereafter, these rates will be increased annually a minimum of 3% or based on the Consumer Price Index for the San Francisco Bay Area, whichever is higher.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 244 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California

APPENDIX A

RESUMES
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 245 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Cristiano Melo, PE, GE – Primary Point of Contact/Project Manager Professional Background:

Mr. Cristiano Melo will serve as the primary point of contact, project manager, and lead geotechnical engineer for BSK’s services for this contract. He is a licensed Civil and Geotechnical Engineer in the State of California with nearly 22 years of engineering experience throughout the San Francisco Bay Area and Central Valley, supporting projects from design of shallow and deep foundations to retaining walls, pavement rehabilitation studies, earthwork, hillside grading, site drainage, subgrade stabilization, and slope stability analysis. Mr. Melo currently manages BSK’s on-call contracts with the Central Contra Costa Sanitary District, the Contra Costa County Public Works Department, the Hayward Area Recreation and Park District and the Cities of Alameda, Berkeley, Brentwood, Dublin, Oakley, San Ramon, Walnut Creek, and Vallejo. His experience also includes geotechnical investigations and materials testing for numerous public works/capital improvements projects, including sewer/water/stormwater pipeline, wastewater treatment plant, pumping station, water tank, public buildings, parks, and roadway projects.

Relevant Project Experience:

City of Brentwood, Phase II Wastewater Treatment Plant Expansion, Brentwood, CA– Mr. Melo serves as Quality Assurance Testing Project Manager to this project which focuses on $44 million of expansions and modifications of existing wastewater treatment facilities and construction of new wastewater facilities. BSK is providing special inspections and materials testing services during construction.

City of Brentwood, Shea Homes and Shea Trilogy Subdivisions, Brentwood, California – Mr. Melo performed an independent geotechnical peer review of the soil/bedrock expansion mitigation for the City of Brentwood Public Works/Engineering Department for two significant subdivision. The objective of the peer review was to provide an independent assessment of the soil/bedrock expansion mitigation measures recommended by the Geotechnical Engineer-of-Record.

City of Brentwood Public Works Administration Building (also known as Municipal Service Center) – Mr. Melo served as the Project Manager and lead geotechnical engineer for the geotechnical investigation and construction for a new administration building. The project consisted of an approximately 14,000 square foot, 1-story, Lshaped building with a slab-on-grade floor. The new building extends over an area formally occupied by a 1-story, approximately 2,000 square foot building, paved paving and driveways, concrete flatwork, and concrete walls. BSK also provided geotechnical observation and testing services during construction of the new building City of Oakley, Oakley Recreation Center Improvements, Oakley, California – Mr.

Melo was the lead geotechnical engineer and project manager for the geotechnical investigation and construction monitoring services for this project. Phase 1 of construction for the project included an approximately 10,000 square foot, single story building, the relocation of an existing approximately 3,000 square foot, single story building, an amphitheater, and a new parking lot.

City of Benicia Park Road Improvements, Benicia, CA – Mr. Melo is the lead geotechnical engineer and project manager for the geotechnical investigation and design phase for this project. The project is located within an approximately 5,800-foot segment of Park Road extending between I-780 and Bayshore Road Qualifications
Registrations:
- Geotechnical Engineer,
California, No. 2756,
2007
- Civil Engineer,
California, No. 64025,
2002
- Civil Engineer, Nevada,
No. 27349, 2020
Education:
- MS, Civil Engineering,
University of Idaho, 2000
- BS, Civil Engineering,
University of Idaho, 1997
Experience:
- BSK Associates
Livermore, California
2013 to present
- Kleinfelder
Pleasanton, California
2000 to 2013
- Idaho Transportation
Department
Caldwell, Idaho
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 246 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Cristiano Melo, PE, GE – Primary Point of Contact/Project Manager in Benicia, California. The planned improvements include construction of a bicycle lane parallel to the roadway, an approximately 80-foot-long pre-manufactured pedestrian/bicycle bridge, new storm drain facilities for the new bicycle facility, and pavement rehabilitation.

Contra Costa County Public Works, Vasco Road Safety Improvements, Contra Costa County, CA – Mr.

Melo served as project manager and lead geotechnical engineer for the geotechnical investigation and construction observation and testing services of Phase 1 of construction for the widening of an approximately 2¾-mile segment of Vasco Road located approximately 3 miles north of the Alameda/Contra Costa County line. The project included widening of 2 existing bridges. Challenges of this project included the presence of high slopes and a steeply banked creek adjacent to the existing roadway, which required the construction of numerous retaining walls, including soil nail, soldier pile/lagging, MSE, and cantilevered walls. One of the soil nail walls traversed a previous landslide repair and special measures had to be taken during construction, such as use of grout socks for the soil nails to avoid filling existing subdrain lines with grout. Also, existing subdrain lines exposed by the soil nail wall cut were connected to the wall drainage system. This project was designed to Caltrans Standards.

Contra Costa County Public Works, Happy Valley Road Embankment Repair, Contra Costa County, CA – Mr. Melo was the lead geotechnical engineer and project manager for the geotechnical investigation for this project. A landslide removed the asphalt-paved shoulder and a portion of the northbound lane on Happy Valley Road adjacent to an intermittent creek located approximately 1,000 feet southeast of the intersection with Bear Creek Road in unincorporated Contra Costa County. Slope stability analyses were performed for various repair options.

City of Pleasanton, Yolanda Court Storm Drain Outfall Repair, Pleasanton, CA – Mr. Melo served as the project manager and lead geotechnical engineer for the geotechnical services for this project. A slope containing a storm drain outfall structure failed during the winter of 2016-2017, which resulted in an approximately 20-foot-high scarp along with disconnection and damage of the existing corrugated metal pipe. The project consisted of replacing the damaged pipe and rebuilding the slope to its former grade.

Rock slope protection was used to protect the finished slope from future erosion. BSK’s services included a limited reconnaissance to evaluate the failure and provide repair recommendations. BSK also provided geotechnical observation and testing services during construction of the repair. Due to the emergency nature of this project, investigation, design, bidding, and construction of the project was completed in just 5 months and in time for the 2017-2018 winter season.

City of Dublin All Abilities Playground at Dublin Sports Grounds, Dublin, California – Mr. Melo was the project manager and lead geotechnical engineer for the rehabilitation of the existing playground area at the Dublin Sports Grounds located at Dublin Boulevard and Civic Plaza. BSK is currently providing construction testing services.

City of Dublin, Wallis Ranch Park, Dublin, CA – Mr. Melo is the lead geotechnical engineer and project manager for this future 8.75-acre park adjacent to the Wallis Ranch Community. Planned features of the park include lighted tennis courts, pickleball courts, a dog park, and public restrooms. The park will span across three parcels of land. Tassajara Creek currently flows through the area.

City of Dublin Overlay Projects, Dublin, CA – Mr. Melo has been serving as Project Manager for BSK’s materials testing services for the City of Dublin’s annual overlay project. BSK periodically serves as an extension of the City of Dublin Public Works Department, providing construction observation and materials testing services for the project. Work for this project has included base repairs and asphalt overlays for multiple streets throughout the City.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 247 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Michael Kibbey, EIT – Assistant Project Manager
Professional Background:

Mr. Kibbey will serve as the assistant project manager for this contract. Mr.

Kibbey has nearly 14 years of experience in materials testing and special inspection services involving pavement, masonry, pre-cast concrete, earthwork, foundations, reinforcing steel, concrete, load testing of post-installed anchors/dowels, structural steel, and welding, to name a few. His portfolio of projects includes experience with Caltrans, roadways/highways, bridges, rail, soil nail, tie-back, and gravity walls, mass grading, deep and shallow foundations, hot mix asphalt pavements, and subsurface exploration.

Select Project Experience:

City of San Ramon, On-Call Materials Testing & Construction Inspection Consulting Services, San Ramon, CA – Mr. Kibbey serves as a Project Manager providing on-call materials testing and construction inspection consulting services for the City of San Ramon through various task orders. Services include grading, paving, minor concrete work, installation and backfill of utilities, welding inspection, and full-depth reclamation (FDR). All work is performed in accordance with Caltrans project special provision requirements and the City’s Quality Assurance Program (QAP).

City of Walnut Creek On-Call, Ygnacio Valley Road Rehabilitation Project, Walnut Creek, CA - Mr. Kibbey is currently serving as Project Manager providing Quality Assurance (QA) testing services as part of our City of Walnut Creek OnCall. For the rehabilitation project of Ygnacio Valley Road. Services include observation, sampling, and field density testing during subgrade preparation and placement of aggregate base, cold in-place recycling of asphalt pavement, hot mix asphalt (HMA). All work is performed in accordance with Caltrans specifications and the Cities Quality Assurance Plan.

Contra Costa Transportation Authority, State Route 4 Balfour Road Interchange Reconstruction and Bridges, Brentwood, CA – Mr. Kibbey served as Project Manager and Structure Materials Representative (SMR) on the Balfour Road and State Route 4 Interchange project in Brentwood. The project scope included lowering Balfour Road raising SR 4 to a primary precast (PC) pre-stressed (PS) concrete overpass bridge. Two other bridges were constructed over Deer Creek, PC/PS and Cast-in-place (CIP). He oversaw the coordination of source inspections, working directly with the Structure Representative and with the Caltrans oversight team on the Balfour segment as well as helped develop the Source Inspection Quality Management Plan (SIQMP) that was prepared specifically for the project.

City of Richmond, Castro Ranch Road Rehabilitation Project, Richmond, CA – Mr. Kibbey served as Project Manager providing Quality Assurance (QA) testing services as part of the Construction Management team for this pavement rehabilitation project of Castro Ranch Road from Olinda Road to the City Limit. Services include observation, sampling, and field density testing during subgrade preparation and placement of aggregate base, cold in-place recycling of asphalt pavement, hot mix asphalt (HMA), as well as special inspection and testing services during reinforced concrete construction. All work was performed in accordance with Caltrans and project special provision requirements.

Qualifications
Registrations /
Certificates:

Engineer-in-Training
(E.I.T.), No. 128476, CA
Nuclear Density Gauge
Education:

BS, Civil Engineering,
California Polytechnic
State University, San Luis
Obispo, CA
Experience:

BSK Associates -
2021 to Current
Kleinfelder, Inc. -
2008 to 2021
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 248 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) James Auser, PE – Senior Materials Engineer
Professional Background:

Mr. Auser will serve as the special testing and inspection task manager for this contract and will provide primary oversight for BSK’s technical staff in the field and laboratory. Mr. Auser has developed a significant amount of hands-on experience during his 25-year career in the construction industry. As a registered civil engineer, he provides significant levels of support to our clients in his role as project manager and responsible engineer. His project specific duties cover a wide range of services, including mix design preparation, job specification review and review of project construction submittals. He provides engineering oversight for BSK’s field inspectors/technicians. Mr. Auser specializes in concrete construction and their constituents, as well as in the development of specialty load test applications. He is flexible, creative and cost conscious in his engineering approach, and consistently works cooperatively with project teams at all levels.

Relevant Project Experience:

City of Pleasanton, On-Call Geotechnical Engineering and Special Inspection Services, Pleasanton, California – As materials laboratory manager, Mr. Auser has served as the responsible engineer with BSK’s current on-call geotechnical engineering, materials testing/special inspection services contract with the City of Pleasanton. Mr. Auser has served in this role through multiple contract periods, beginning in 2008 to the current fiscal year.

City of Livermore, On-Call Materials Testing and Special Inspection, Dalton Reservoir Replacement Task Order, Livermore, CA – Mr. Auser served as the senior Materials Engineer. BSK provided support for coating inspections, special inspection and materials testing services for the replacement of an existing 2- million-gallon steel water reservoir (Dalton Reservoir) with a new 3.41-milliongallon steel reservoir on a 5.7-acre site.

City of Brentwood, On-Call Material Testing Services, Brentwood, California – Mr.

Auser serves as the responsible engineer for BSK’s current on-call material testing services contract with the City of Brentwood. One such project which required materials testing to Caltrans methods was the Balfour Road 2015 overlay project.

City of Pinole, Pinole-Hercules Water Pollution Control Plant Upgrades and Expansion, Pinole, California – Mr. Auser serves as the Project Manager providing oversight of all the materials testing and special inspection of all soils, concrete, masonry, and steel over the course of the two years of this $48 million wet-weather upgrades project.

East Zayante Road Bridge Repair, Santa Cruz County, California – Responsible engineer over this project which required Caltrans testing methods. BSK provided materials testing of hot mix asphalt pavement during construction to this emergency repair located in a remote area of Santa Cruz County.

Caltrans District 4 Construction Source Inspection and Materials Engineering Services Contract, Alta Vista Solutions, Northern California – With BSK as a subconsultant to Alta Vista Solutions, Mr. Auser serves as the Laboratory Manager to support the quality assurance testing scope of this contract. All work under this contract is completed in accordance with Caltrans Test Methods.

Qualifications
Registrations /
Certificates:

Civil Engineer,
California, 59941
Radiation Safety and Use
of Nuclear Gauges
ACI Field Testing
Technician Grade I
ICC
Reinforced Concrete
Structural Masonry
Prestressed Concrete
Education:

B.S. Civil Engineering,
California State
University, Chico, 1994
Experience:

BSK Associates,
Materials Laboratory
Manager-2008 to
Current
Engeo Inc., Field &
Project Engineer,
Laboratory Manager1996 to 2008
A. Teichert & Son Inc.,
Readymix DivisionQuality Assurance Field
Technician-1995 to 1996
Construction Testing &
Engineering Inc., Field
Engineer-1994 to 1995
California Army
National Guard, Combat
Engineer-1988 to 1996
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 249 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Randy Cortez – Materials Laboratory Manager
Professional Background:

Mr. Cortez’s nearly 16-year experience in laboratory testing encompasses a wide range of work including soils, asphalt, concrete, and steel. His number of certifications speak for themselves. His lab management experience includes various mobile laboratories in project ranging from district Caltrans labs to on-site airport laboratories. He has worked through Marshall testing, Hveem, and gyratory compaction efforts. He served on the pilot program in California for helping to introduce Superpave pavement technology to California.

Relevant Project Experience:

City of Livermore, On-Call Geotechnical and Materials Testing Services Livermore, CA – Mr. Cortez served as the Laboratory Manager for this multi-faceted contract consisting of numerous infrastructure projects for the City of Livermore ranging in construction cost from $200,000 to $8.5 million. Laboratory support includes soils, structural concrete and asphalt concrete sampling and testing. Task orders have included airport improvements, new road construction, street improvement/widening, slurry seal, and new bridge construction.

City of Fremont, On-Call Materials Testing Services, Fremont, CA – As part of an oncall services agreement and in support of the City’s own quality assurance staff and Materials Laboratory, BSK provides ongoing Materials Laboratory and field-testing support for soils, aggregates, and hot-mix asphalt products, including support for Superpave QA in accordance with the Caltrans 2015 Standard Specifications.

Significant testing performed to complement the City’s Materials Laboratory have included R-Value testing, concrete compressive strength testing, and all hot mix asphalt testing for assigned projects.

Caltrans On-Call Materials Laboratory Support – District 4, North Bay and South Bay Regions, California – Testing under this contract is performed in accordance with Caltrans test methods and extends to native soils, aggregate base and hot mix asphalt constituents.

Caltrans, Laurel Street New Bridge Construction, Vallejo, California – Laboratory Manager supporting the materials sampling and testing for this demo and rebuild project. Support included testing of subgrade, aggregate base and backfill, and concrete testing. All work was performed in accordance with Caltrans specifications.

Florin-Perkins Landfill, Sacramento, California- Mr. Cortez provided laboratory testing and supervision for all of the laboratory testing performed for this project which involved capping of three large waste cells at the landfill that in some instances had waste over 100 feet in thickness. The 3-foot-thick low-permeability soil cap consisted of foundation, engineered, and vegetative layers.

Caltrans, Meridian Road Overcrossing Seismic Retrofit / Midway Road Overcrossing Reconstruction, Solano County, California – Laboratory Manager for the $11.8 million Caltrans project to seismically upgrade the Meridian Road Overcrossing and Midway Road Overcrossing on Interstate 80 near Vacaville. All materials testing work was performed in accordance with Caltrans specifications.

Santa Fe Bridge Replacement, Stanislaus County, California – Served as Laboratory Manager for support to the earthwork, concrete, and reinforcing steel elements during construction for this $14.3 million bridge replacement project designed to Caltrans standards and largely funded with federal dollars.

Qualifications
Qualifications
Certifications:

Various NICET
Certifications
ACI -Concrete Field
Testing
ACI -Strength Testing
Nuclear Moisture/Density
Gauge
OSHA 10-hour
Construction
Various Caltrans
Methods, Superpave
AAHSTO and ASTM test
methods
Experience:

BSK Associates, 2016 to
Present
2014 – 2015, MTGL,
Anaheim Lab Manager,
2005 – 2013, Earth
Systems.

Senior Laboratory Tech
III
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 250 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Matthew Lagerstrom – Senior Engineering Technician
Qualifications
Registrations /
Certificates:

Caltrans
125, 231, 375
CPN Nuclear Gauge
Operator
Education:

Ventura Community
College Associates
Degree Program
Experience:

BSK Associates-2015
to Current
Fugro Consultants2008 to 2015
Professional Background:

Mr. Lagerstrom has nearly 15 years of experience in construction inspection, materials testing and soils observations in both Northern California and Southern California. He has worked on a variety of municipal, educational, healthcare, commercial and residential projects and has performed field inspections and laboratory testing in accordance with ICC (International Code Council), ASTM (American Society for Testing and Materials), ACI (American Concrete Institute) and the California Department of Transportation Test Methods (CTM). Mr. Lagerstrom effectively interfaces with both the Construction Services Group and the Geotechnical Engineering Group, providing field and laboratory support for both groups through his wide range of services encompassing soils, concrete, and HotMix Asphalt paving.

Relevant Experience:

City of Brentwood, Phase II Wastewater Treatment Plant Expansion, Brentwood, CA – Since 2016, BSK has supported the City of Brentwood with on-call geotechnical engineering and materials testing/special inspection services including the City of Brentwood's Wastewater Treatment Plant is a 5 MGD extended aeration/activated sludge facility. Mr. Lagerstrom is serving as Materials Tester for this $44 million of Plant improvements which will expand plant capacity to 10 MGD, and includes process structures and buildings, roads, civil/site work, and landscaping. BSK’s support includes materials testing and special inspection of five new structures and renovating four existing structures to include 24,000 cubic yards of excavation, 12,000 linear feet of pipe, and 8,000 cubic yards of concrete. Mr. Lagerstrom serves as one of BSK’s senior engineering technicians for the project performing soil observation and testing to include observation of compaction efforts and testing of the influent structures for Aeration Basin No. 3 and No. 4.

City of Walnut Creek On-Call Materials Testing/Quality Assurance Testing for Annual Roadway Rehabilitation Projects at Various Locations (2012, 2015, 2016, 2017, 2018, 2019, 2020, 2021), Walnut Creek, California – Mr. Lagerstrom provides compaction testing for roadway overlay dig outs and hot-mix asphalt batch plant inspections and testing to support numerous segments of roadway throughout the City of Walnut Creek, with some of the projects received federal funding. All materials testing work was performed in accordance with Caltrans and City specifications. He also functions as an extension of the City for some inspection services.

Contra Costa County, On-Call Contract Task Order, Alhambra Valley Bridge Replacement, Martinez, California – This emergency project constructed a single span, pre-cast prestressed voided slab bridge approximately 60 feet long and 40 feet wide supported on concrete abutments on driven piles. Mr.

Lagerstrom supported this Caltrans designed project with soils compaction testing, hot-mix asphalt compaction testing, concrete field sampling and testing, and plant supplier sampling.

City of Livermore, On-Call Materials Testing and Special Inspection, Sanitary Sewer Replacement Task Order, Livermore, CA – Mr. Lagerstrom has served as materials testing/inspector with project task orders to include the Brisa Streetsanitary sewer replacement which involved replacement of approximately 10,225 lineal feet of pipe with trench depths varied from 4 feet to 7.5 feet.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 251 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Kou Yang – Engineering Technician
Professional Background:

Mr. Kou Yang joined BSK’s Livermore office in 2020 as an Engineering Technician.

Since then, he has worked on various projects in the greater San Francisco Bay Area and Northern California. Mr. Yang is ICC certified for soils and has several Caltrans certifications for hot mix asphalt, soils, and aggregates. Prior to joining BSK, he was one of the main field technicians on the recently constructed Apple, Inc. corporate headquarters – Apple Park – in Cupertino, California. His experience includes geotechnical field investigations and construction observation and testing.

Relevant Project Experience:

City of Brentwood, Wastewater Treatment Plant Phase 2 Expansion, Brentwood, CA – Mr. Yang was the lead field technician for the project. He has observed the ground improvement activities for the project. Ground improvements include vibratory stone columns and deep soil mixing (i.e., soil-cement mixing). BSK is currently providing special inspections and materials testing services for this $50+ million-dollar project. The project will increase the plant’s capacity from the current 5 million gallons per day to 7.5 million gallons per day to accommodate population growth projected in the City’s General Plan.

Alameda County Public Works Agency, Castlewood Water Tanks Replacement, Pleasanton, CA – Mr. Yang is one of the lead field geologists for this project during construction. The project includes the replacement of two existing 100,000-gallon redwood storage water tanks with two new 150,000-gallon steel tanks. The project site is located inside an Alquist-Priolo Earthquake Fault Zone and a Landslide Hazard Zone. The new tanks will be founded on a mat foundation supported on drilled piers.

The project includes the construction of a soil nail wall immediately upslope of the new tanks.

Valley Transportation Authority, Blossom Hill Road/US 101 Interchange Improvements, San Jose, CA – In addition to constructing a new overcrossing structure over US 101, a new eastbound lane and widening the southbound off ramp, this $28 million project also includes the construction of a Class I Bicycle/Pedestrian path through the interchange, a retaining wall, and a mechanically-stabilized earth wall. Mr. Yang supports this project as a soils and HotMix-Asphalt technician.

Contra Costa County Public Works, Canopy and Rooftop Solar Photovoltaic Systems, Antioch and Martinez, CA – Mr. Yang was the lead field technician during construction of carport solar systems at the County’s Health Plan and Health Services facilities. Mr. Yang observed various drilled piers for the elevated canopies during construction.

Castro Ranch Road Rehabilitation Project, Richmond, CA – Mr. Yang served as one of the field inspectors during the rehabilitation for Castro Ranch Road as part of the construction management team. His services include compaction testing of pavement subgrade and aggregate base, and sampling and testing of hotmix-asphalt (HMA).

City of Livermore, Five Rivers Aviation Hangar, Livermore, CA – Mr. Yang is one of the field technicians preforming storm drain compaction for Five Rivers Aviation Hangar. This work was performed during building pad preparation. His services include backfill/AB compaction and grubbing verification.

Qualifications
Education:

BS, Geology,
California State University
Fresno, Fresno, 2016
Certificates:

ICC Soils Special Inspector
Nuclear Density Gauge
Caltrans Certificates:

CTM 105, 125, 201, 202,
205, 216, 217, 226, 227,
229, 231, 375
Experience:

BSK Associates,
Livermore, California
2020 to Current
Kleinfelder Inc.,
Pleasanton, California
2016 to 2019
CSU Fresno, Fresno,
California
Research Assistant – 2014
to 2016
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 252 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Dennis Ness – Senior Special Inspector
Professional Background:

Mr. Ness has over 20 years of construction inspection experience, holds multiple certifications and has significant hands-on experience in special inspection specifically for the hospital industry including working on the Washington Hospital. He communicates well with project design professionals, construction and inspection teams, subcontractors, and local building officials. Mr. Ness has extensive working knowledge of the various building codes and materials compliance testing procedures and is adept in applying his expertise. He serves as a project manager, special inspector and technical supervisor for BSK, and has assisted many projects through successful completion, ensuring the required testing and inspection requirements have been met.

Relevant Project Experience:

Marsh Creek Road Bridge Replacement, Contra Costa County Public Works, Contra Costa County – Served as senior special inspector on the project. The $4.6 million Marsh Creek Road Bridge Replacement project replaced an existing

29.5 ft. wide by 44.5 ft. long steel girder bridge with a new, wider, two-stage precast/pre-stressed wide-flange California Bulb Tee girder bridge. Each bridge abutment had either wingwall or retaining walls constructed in each corner of the bridge. The new bridge has two 12 ft. lanes and two 8 ft. shoulders. As a subconsultant to the Resident Engineer, BSK’s Quality Assurance materials testing work was performed in accordance with the Contra Costa County Quality Assurance Program and Caltrans Standard Specifications. BSK’s contributions to the project included source inspection of six 88’-3” long girders, in addition to quality assurance materials testing services for earthwork, concrete, and hotmix asphalt construction elements, including offsite plant sampling and testing.

Stanislaus County, Santa Fe Road Bridge Replacement Project, Stanislaus County, California, Senior Engineering Technician – The $14.3 million bridge replacement project was necessary after the existing bridge was deemed to be functionally obsolete and was largely funded with federal and state funds. Mr.

Ness served as concrete materials tester for the quality assurance services to this project, providing sampling and testing at the supplier and onsite in accordance with Caltrans specifications and the project special provisions.

City of Manteca, Highway 120 and Union Road Diverging Diamond Interchange, Manteca, California – Mr. Ness has served as concrete materials tester for the quality assurance services to this project. As part of the City of Manteca’s Construction Management Team, he provided materials sampling and testing services for concrete at the supplier and onsite in accordance with Caltrans specifications and the project special provisions.

City of Pinole, Pinole-Hercules Water Pollution Control Plant Upgrades and Expansion, Pinole, California - Mr. Ness was the primary special inspector for the concrete and structural steel project elements of this $48 million project. The overall facility improvements are designed to increase wet-weather discharge capacity and include a new larger capacity treated effluent pipeline, new secondary clarifiers, influents and effluent pump stations, and aeration tanks.

Qualifications
Registrations /
Certificates:

Nuclear Moisture /
Density Gauge
ACI-Certified Concrete
Field Technician
ICC
Reinforced Concrete
Structural Masonry
Structural Steel
High Strength Bolting
Fireproofing
AWS
Certified Welding
Inspector
Education:

Wilrick Engineering and
Inspection School
Experience:

BSK Associates
2004 to current
Holdrege & Kull
2000 to 2003
BSK Associates
1998 to 2000
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 253 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) David Eckhardt – Senior Engineering Technician
Qualifications
Registrations /
Certificates:

ICC Soils
Caltrans 125, 231,
375
CPN Nuclear Gauge
Operator
Education:

B.S., Earth Sciences,
U.C. Santa Cruz, 2002
A.S. Computer
Science, Cabrillo
College, 2000
Experience:

BSK Associates-2013
to Current
Fugro Consultants2011 to 2013
Genesis Engineering
& Redevelopment2009 to 2011
Pacific Crest
Engineering-2000 to
2005
Anchor
Construction-1987
to 1992
Professional Background:

Mr. Eckhardt has over 20 years of experience in the construction industry. He has performed field inspections and laboratory testing in accordance with ICC (International Code Council), ASTM (American Society for Testing and Materials), ACI (American Concrete Institute) and the California Department of Transportation Test Methods (CTM). Mr. Eckhardt is multi-certified and qualified to provide concrete sampling, epoxy witness observation, proof load, torque testing, grout injection determination, and relative compaction testing by way of the sand cone and nuclear gauge methods.

Relevant Experience:

City of San Ramon, Alcosta Boulevard Pavement Rehabilitation (CIP 905602), San Ramon, CA – Mr. Eckhardt served at the lead engineering technician on this $3.5 million project included full-depth reclamation (FDR) to stabilize existing subgrade with cement, overlay and mill and fill treatments with hot-mix-asphalt (HMA), HMA base failure repairs, utility adjustments, adjusting of survey monuments and covers, replacing signal detector loops, and pavement striping and markers. BSK provided Quality Assurance materials testing services as a task order to their on-call contract with the City. Mr. Eckhardt’s role focused on observation and compaction testing of base failure repairs, quality assurance observation and testing during full-depthreclamation (FDR) operations including compaction testing, checking of cement spread rates, and sampling of treated materials, HMA placement observation and compaction testing, and aggregate batch plant sampling.

City of San Mateo, Construction Management (CM) On-Call Materials Testing Services, Various Locations, San Mateo, CA – Mr. Eckhardt is serving as material testing technician to provide materials testing services as part of the City of San Mateo CM On-Call. Services include performing compaction testing and observation of subgrade materials, full-depth reclamation (FDR) testing, aggregate base, and hotmix-asphalt (HMA) paving, HMA batch plant sampling, as well as structural concrete sampling.

Contra Costa County, On-Call Materials Testing and Inspection Services, Various Locations, Contra Costa County, CA. - Mr. Eckhardt performed compaction testing and observation of subgrade materials, aggregate base, and hot mix asphalt paving, as well as structural concrete sampling for numerous task orders including those at El Sobrante/ Montelvin/Montarabay/Slifer Parks.

Napa Sanitation District, Los Carneros Pipeline Project, Napa, CA – Mr. Eckhardt served as special inspector to the Resident Engineer for this $20 million project. The pipeline installed nine miles of recycled water pipe through the south Napa County grape-growing region. BSK provided continuous soils observation and compaction testing of subgrade, aggregate base, and hot mix asphalt pavement, as well as sampling and testing of concrete.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 254 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications BSK Proposal No. CL22-22812 Geotechnical/Construction Materials Testing Services March 8, 2022 Brentwood, California

APPENDIX B

EXAMPLE REPORTS
DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 255 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 324 Earhart W ay
Livermore CA 94551
P 925.315.3151
F 925.315.3152
www.bskassoc iates.com

M E M O R A N D U M
TO: John Samuelson, PE – City of Brentwood ([email protected]) FROM: Cristiano Melo, PE, GE #2756 - BSK Associates ([email protected]) Carrie Foulk, PE, GE #3016 - BSK Associates ([email protected]) DATE: September 20, 2016
SUBJECT: Post-Tensioned Slab Memo
Brentwood Public Works Administration Building
PROJECT NO.: G16-012-11L
CC: Brett Shields – ZFA Structural Engineers ([email protected]) As requested, this memorandum provides geotechnical input for design of the post-tensioned (PT) slab foundation proposed for the above-mentioned project. Although liquefaction-induced settlement is not directly mentioned as a design condition in the Post-Tensioning Institute’s “Design of Post-Tensioned Slab-on-Ground” manual1, such settlement may be modeled based on Section 6.13.3 of the manual, which discusses slabs constructed on compressible soils with high expected differential settlements.

According to Section 6.13.3 of the manual and Appendix A.8 of the 2nd edition of the Design and Construction of Post-Tensioned Slabs-on-Ground2, the soil parameters required for design of a PT slab are: 1) soil type, 2) expected soil settlement, 3) allowable soil bearing pressure, and 4) expected differential settlement. The recommended values for these parameters are provided below:

Section A.8.1.C:

1. Soil Type: Silty Sand (SM)

2. Expected Soil Settlement:  = 3 inches (as discussed in sections 4.7.3 and 4.7.5 of our May 20, 2016 geotechnical report3 for the project)

3. Allowable soil bearing pressure qallow = 1,500 psf (as discussed in section 5.1.2 of our May 20, 2016 geotechnical report for the project)
Section A.8.2.A:

4. Expected differential settlement, ym = 1½ inches (this is one half the total expected settlement) Limitations
All limitations provided in the geotechnical report also apply to this memorandum.

1 Design of Post-Tensioned Slabs-on-Ground, 2004, Third Edition, Post-Tensioning Institute. 2 Design and Construction of Post-Tensioned Slabs-on-Ground, 1996, Second Edition, Post-Tensioning Institute. 3 Geotechnical Investigation Report, Public Works Administration Building, Brentwood, California, by BSK Associates, dated May 20, 2016, BSK Project No. G16-012-11L.

DocuSign Envelope ID: 6301F9C4-70E9-42D0-85FE-9419387EDFDC C.4.f
Packet Pg. 256 Attachment: BSK Associates Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Report Summary
Type of Inspection / Service: Stone Columns Ground Improvements Date: 10/21/2020
I arrived at approximately 7AM for the Brentwood WWTP Expansion Phase II project and continued observing the placement of stone columns. Equipment observed on the project site are as follow: CAT 926M small wheel loader, CAT 938M small wheel loader, Maxim 298 crane, BIGGE crane model 777, and a BG 24H auger. Keller's crew used the BG 24H to pre­dill holes at various locations on the project site. Bored holes were observed to be approximately 23 feet deep. Keller's crew continued using the Maxim 298 crane and BIGGE crane model 777 to install stone columns at the project site.

A total of 71 columns were installed by the end of the day. Each column took about 12 to 20 minutes to complete. The vibrator assembly was marked in 1­foot increments. I observed that the columns extended approximately 23 to 25 feet below the ground surface. Total bored depth was determined using a surface elevation reading of approximately 54.5 feet, reaching the required depth elevation of 32 feet above mean sea level. Based on previously measured dimensions, bucket has a total volume of approximately 52.4 cubic feet. Buckets were filled with stockpiled stones and transported the stones into the vibrating probe. The amperage of the vibrators were visible at the rear of the cranes. Average amperage for column placement were recorded on the attached table. Subsidence was not readily visible before, during or immediately after the placement of stone columns. Ground heaving was observed at Columns I.D. 765, 811, 857, 813, 769, 724, 771, and 291.  Surface cracks were not observed at ground heaving locations.

The loader exposed the top of Columns I.D. 674 and 720 as it was grading the site.  I took two diameter measurements with results ranging from 36 inches and 42 inches.  Work is to be continued the following morning.

Photos
Photo Description:

Figure 1. A top view photo of Column 674
with a diameter measurement of
approximately 36 inches.

Soils Daily Field Report Report #: 001­B­000012
Livermore
399 Lindbergh Avenue
Livermore, CA 94551
Phone: 925­315­3151
Fax: 925­315­3152
Client:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Project:

C2027561L (337114)
Brentwood WWTP Expansion Phase II
2101 Elkins Way
Brentwood, CA 94513
The results relate only to the items inspected or tested.

The report shall not be reproduced, except in full, without the prior written approval of BSK.