Agenda packet — San Jacinto City Council, March 1, 2022 (part 4 of 5)

Representative / Selected Project Experience
Stormwater Management/Design
Mockingbird Canyon Wash Restoration, Unincorporated Riverside County, California –Mr. Smith is Technical Lead and Project Manager providing flood control engineering services that will address a 40-year history of flooding in Mockingbird Canyon. Mockingbird Canyon Wash has been subject to significant erosion, and sediment movement in the upstream reach. This has led to a decreased storage capacity in Mockingbird Reservoir at the downstream terminus of Mockingbird Canyon Wash. Proposed improvements will improve and stabilize approximately two miles of the Mockingbird Canyon Wash including reconstructing the Mockingbird Canyon Road Culvert, Van Buren Blvd Culvert, Greenview Drive Culvert, and Pennington Place Bridge. The proposed improvement program was developed by Mr. Smith and includes removing sediment deposited in the downstream reach of the wash and recycling it to construct soil cement banks along the downstream reach. The upstream reach of the wash will be improved with bank stabilization using rip-rap armoring. The stabilization plan developed by Mr. Smith utilizes a series of grade control structures (13) to create a stair stepped channel with a hydraulically flat slope to effectively control scour and erosion. The average base width of the proposed trapezoidal improved wash is approximately 50-ft with a 10-ft wall height. The design 100-yr flowrate is 7,500 cfs.

Mid County Parkway EIR – Perris, California - Mr. Smith was the lead floodplain modeling engineer tasked with developing a plan to mitigate the floodplain impacts of the proposed Mid-County Parkway twin bridges over San Jacinto River on the 2-yr, 5-yr, 10-yr, 25-yr, and 100-yr floodplain in the San Jacinto River. Mr. Smith developed a plan to grade rills in the floodplain and low height berms to limit the spread of lower frequency floodplain in the proposed condition. The rills lowered the water surface elevation to match existing conditions and the berm limite the spread of the water surface to match existing condition floodplain limits. The Riverside County Transportation Commission moved forward with the concept, acquired the necessary land and presented the solution as a mitigation in the project EIR.

Wildwood Creek / Wildwood Cyn Rd. Detention Basin Project – City of Yucaipa, San Bernardino County, California– Mr. Smith was the lead project engineer tasked with developing a plan to design a proposed multipurpose flood control basin with appurtenant channel and preliminary street improvements within Wildwood Creek at the confluence of two tributaries. The project required extensive basin flood routing modeling and hydraulic modeling to develop the basin design parameters. Once the design parameters were determined Mr. Smith was the lead engineer tasked with preparing detailed construction documents (PS&E’s). In order to optimize the detention basin effectiveness within the narrow footprint of the Wildwood Creek and due to grading limitations of nearby environmentally sensitive habitat it was necessary to design the basin to function with a low-flow bypass to preserve capacity in the basin to store the peak of the tributary storm hydrograph. The goal of the project was to reduce peak flows, provide groundwater recharge, and habitat preservation and restoration as part of the Wildwood Creek Watershed Management Plan. Upon construction of the basin the project will add benefit to the watershed with increased groundwater recharge, water quality improvements in Wildwood Creek, creek bed stabilization, environmental restoration, and recreational trail improvements.

Dunlap Road Bridge Replacement Project, City of Yucaipa, San Bernardino County, California – Mr. Smith led a design team to develop a plan to remove and replace the existing Dunlap Blvd Bridge at Wilson Creek Channel with a new prefabricated steel bridge structure while avoiding impacts to Waters of the US and Dept of the Army 404 Permit. The goal of the project is to increase conveyance capacity of Wilson Creek at the bridge crossing and reduce flooding associated with 100–year and greater storm events. This project is located along Wilson creek between 14th street and the I-10 freeway, just southeast of Dunlap Boulevard and 14th Street intersection. The existing bridge opening is a triple 12’ (W) X (12’ (H) and is undersized, with no capacity to convey a 100-year storm.

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The project had a quick turnaround design scheduled to last 120 calendar days. Mr. Smith and the design team devised a work program that would raise the bridge soffit by approximately 5-feet above the existing RCB soffit. The existing RCB bottom was to be protected in place as well as the bottom portion of the RCB side walls that will be joined to the proposed bridge abutments. The abutments will slope from the remaining bottom RCB side walls towards the proposed steel bridge piles to provide wider bridge opening. The bridge will have a span of 60 feet and a width of 22 feet to accommodate 1 lane of vehicle traffic for one way traffic travelling northwest across the channel and with an 8-foot-wide path for pedestrians. The prefabricated steel truss bridge will be designed to meet current AASHTO LRFD design specifications. The design speed will be 10 mph for both proposed bridge and transitional street improvements, with the pedestrian paths designed to meet for ADA design guidelines. The bridge construction is currently underway. The images shown below depict the existing Dunlap Road Culvert and the proposed sequence of demolition to construct the proposed bridge structure while avoiding resource agency permitting
West Fontana Channel Water Quality BMP Project, Fontana, San Bernardino County, California - Mr. Smith led a design team as the Project Manager and Lead Engineer preparing improvement plans for a linear BMP along West Fontana Channel to capture local runoff from industrial land uses and treat runoff in the BMP before discharging to the West Fontana Channel. To achieve compliance with the County General NPDES Stormwater Quality permit the San Bernardino County Flood Control District constructed a stormwater quality BMP as a part of the improvements to the West Fontana Channel within unincorporated San Bernardino County. The 4.5-acre linear water quality basin spanned approximately 17,000 linear feet along the West Fontana Chanel from the Banana Basin which is southwest of the intersection of Banana Avenue and Whittram Avenue to the Hickory Basin, southwest of the intersection of Mulberry Avenue and Whittram Avenue. The project consisted of constructing a vegetated swale and linear basin that would capture runoff from the local tributary watershed and treat runoff up to the 85th percentile design storm before discharging to the West Fontana Channel via side weir spillways.

Laguna Canyon Channel Improvement Project-Beach Street to The Ocean, City of Laguna Beach, Orange County, California- Mr. Smith led a design team as the Project Manager and Lead Engineer designing 1,000 lf of channel rehabilitation for the F-01 Laguna Canyon Channel extending from Beach Street to the ocean outfall at Main Beach. The downstream reach of Laguna Canyon Channel was severely dilapidated due to its age and constant exposure to ocean water. The 16’x9’ RCB channel was constructed in 1920 and was beginning to fail due to steel reinforcement corrosion and swelling causing cracking and spalling in the concrete. The open channel transition structure located upstream of Beach Street was a known flooding source to Downtown Laguna Beach. Watch the video at the link provided here from the 22 second mark to observe the flooding that the previous transition structure caused. https://www.youtube.com/watch?v=aKL-iVKaOmY. Mr. Smith developed a comprehensive design to reconstruct the Beach Street transition structure to improve pedestrian and traffic safety, improve hydraulic efficiency, decrease debris hang-ups, and increase conveyance capacity in the culvert by greater than 25%, all within the existing structure footprint. No right-of-way or easement acquisition was required. This was accomplished by providing a smooth transition from the upstream channel section to the downstream channel section and extending the channel walls above grade to act as traffic barriers. The design team lead by Mr. Smith also designed a replacement ocean outfall structure that increased conveyance capacity at the outfall and provided improved resistance to highly corrosive ocean outfall conditions.

13.4-MG Goetz Road Tank, Eastern Municipal Water District, City of Perris, Riverside County, California.- Mr. Smith provided civil/site design for the preliminary and final design of a 13.4-MG prestressed Type 1 concrete tank. Other design features on the tank site included 30-inch CML&C steel inlet and outlet piping, an altitude valve and check valve vault, reservoir mixing system, and chloramination boosting facility, site grading to partially conceal the tank and addressing site drainage for approximately 100-cfs that naturally drained through the site. The project

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also included hydraulic analyses to size the 30-inch transmission main and an alignment analysis that used a matrix rating system which scored each alignment in 10 different categories.

Camino Carrillo Roadway Extension Project, PEGH Investments, Camarillo, California. Mr. Smith was project manager for the design of the roadway extension of Camino Carrillo Road in the City of Camarillo. The project will extend Camino Carrillo Road 700-ft easterly from its current terminus at the intersection of Camino Carrillo and Camino Ruiz in Mission Oaks Business Park. Dudek is providing all mapping and civil engineering services to extend the roadway, grading design, design of all utilities including a 30-inch RCP storm drain, a 10-inch PVC domestic water line, a 6-inch pvc non-potable waterline, a 21-inch sanitary sewer line, signage, striping, and all dry utilities and irrigation facilities. Dudek also prepared all design reports for water and sewer studies, storm drain basis of design reports, and water quality system design studies. In addition, Dudek managed all coordination with the City of Camarillo Planning and Public Works departments, Ventura County Watershed Protection District, Camrosa Water District, and each dry utility purveyor.

Storm Drain Deficiency Program FY 2016-2017, Rancho Palos Verdes, California. Mr. Smith was design engineer responsible for preparation of construction plans for the City’s FY 16-17 storms drain infrastructure improvement program, which was part of City’s effort to improve its aging storm drain infrastructure. These improvements follow the recommendation of the 2015 Master Plan of Drainage (MPD) that was performed by Michael Baker International, which is part of a comprehensive infrastructure rehabilitation program. Dudek’s project covered improvements identified on the MPD as priority 1, located in three separate drainage areas, namely: Los Angeles Harbor East, Palos Verdes Estates North, and Palos Verdes Estates West. The project involves a comprehensive planning and design process that include review of existing information, CEQA documentation, analysis and identification of the final required improvements, engineering design of these improvements (plans, specifications, estimates), bid analysis & preferred bidder identification, construction support, and update of City’s GIS database with As-built plans. The project is schedule for construction in 2017.

Laguna Canyon Channel Culvert Flood Alternative Study, Laguna Beach, California. Mr. Smith served as lead engineer for the hydraulic evaluation of the historic flooding of downtown Laguna Beach. This project, focusing on the Laguna Canyon Channel culvert between Beach Street to the ocean, identified the existing system’s limitations and provided the city with several alternatives to minimize the impacts of recurring flooding. Dudek used an advanced hydrologic/hydraulic model to evaluate multiple mitigation scenarios for the city and ranked them based on their feasibility. Given the City’s dense and historic buildings and infrastructure, advanced modeling allowed Dudek to identify unique alternatives that would minimize flood risks and construction impacts. XP Solution’s XPSWMM was used to evaluate a linked subsurface/surface model (1-dimentional/2-dimentional) that more accurately displayed the true impacts of various potential solutions. Work involved using a distributed rainfall model (DRM) over a 3-D surface that was linked to the entire subsurface storm drain system via surface inlets. The outfall was at the ocean, which entailed a variable tide, which included storm surge. Dudek provided the preliminary plans and cost estimates for a phased approach that would work with the City’s budget.

Coachella Wasteways Rehabilitation Project, Coachella Valley Water District (CVWD), Palm Desert, California. Mr. Smith was lead engineer for the structural evaluation and rehabilitation of four wasteway channels totaling 43,850 linear feet of concrete-lined channel draining the East Side Dike. The project includes field investigations and non-destructive evaluation of the existing reinforced concrete trapezoidal channels. Led the hydraulic analysis of the aging channels to confirm their respective conveyance capacity using Hydraulic Engineering Center-River Analysis System (HEC-RAS) and WSPG. Led the design team in preparation of the rehabilitation PS&E package. The final rehabilitation details included a mix of full structural section replacements, partial embankment and invert replacement, parapet wall replacement, concrete patching, and crack sealing.

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Whitewater River, Flood Control Engineering Dina Shore Drive Bridge, Cathedral City, California. Mr. Smith served as stormwater engineer performing all hydraulic modeling and flood control engineering for a proposed 1,200 ft long 80- ft wide 6-lane bridge over the Whitewater River (design flowrate Qspf = 93,000 cfs) with multiple jurisdictional agencies (FEMA, Coachella Valley Water District, RCFC&WCD, ACOE, State Regional Water Quality Control Board).

Eastern Transportation Corridor State Route (SR)-261,Transportation Corridor Agency, County of Orange, California. Mr. Smith served as project engineer performing roadway grading design, and design of flood control facilities and surface drainage systems for the SR-261.

Foothill Transportation Corridor State Route (SR)-241 Section 3, Transportation Corridor Agency, County of Orange, California. Mr. Smith served as lead drainage engineer for Section-3 performing all stormwater analyses and design of flood control facilities and surface drainage systems for the future 14-mile extension of SR-241 to the Interstate (I)-5/Section 3 to 2.5 miles.

I-405/SR-55 Transitway/Airport Storm Drain, Caltrans, Costa Mesa, California - Mr. Smith served as design engineer performing design and analysis of Airport Storm Channel and surface drainage systems for I-405/SR-55 HOV flyover construction and freeway interchange improvement for the 10th busiest freeway interchange in the nation.

Hamilton Airfield Reuse Plan (Hamilton Airfield Redevelopment Plan Checker and Reviewer), City of Novato, Novato, California - Mr. Smith served as plan review engineer reviewing grading and drainage construction plans.

Antigua Rd. Vector Habitat Remediation Program, San Diego County, California. Mr. Smith was project manager for the channel improvement plans and vector habitat remediation for the culvert crossing under Antigua Road in the County of San Diego. A hydrologic and hydraulic analysis of the upstream watershed was performed to model the incoming flow rates for multiple design storms. The proposed outfall structure was designed using low impact design (LID) methods and materials by engineering a hydraulic jump as an energy dissipator, instead of a concrete structure.

The downstream low flow and main channels were analyzed using WSPGW and HEC-RAS modeling software.

Haas Automation Facility Building No. 5 and 6 Expansion Storm Drain and Water Quality System, Triliad Development Inc./Haas Automation, Oxnard, California. Mr. Smith served as project manager guiding the design and analyses for the proposed storm drain and water quality system design. Provided watershed hydrology, hydraulics, and water quality system design for the 50-acre site.

Campus Drive Bike Trail Extension Water Quality Best Management Practice (BMP) Design, City of Irvine, Irvine, California. Mr. Smith served as project manager guiding the design and analyses for the proposed bike trail water quality BMP system. Provided watershed hydrology, hydraulics, water quality system design for the 1,500- linear-foot site.

San Juan Creek Bike Trail Reconstruction Water Quality BMP Design, Bonterra Consulting, Dana Point, California. Mr. Smith served as project manager guiding the design and analyses for the proposed bike trail water quality BMP system. Provided watershed hydrology, hydraulics, water quality system design for the 500-linear-foot site.

Murrieta Line-F Channel Repair – Flood Control Engineering, RCFC&WCD, Murrieta, California. Mr. Smith served as project manager/project engineer guiding the preparation of the channel repair plans and obtaining all construction permits for the rehabilitation (design flowrate Q100 = 1,200cfs) for the 500 linear feet of RC Trap Channel.

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San Diego Creek/Lake Forest Drive Bridge, County of Orange, Irvine, California. Mr. Smith served as plan review engineer performing watershed hydrology analysis and storm drain system design (design flowrate Q100 = 12,000 cfs) for the 6,500-unit residential development in the 7,500-acre watershed.

City of Irvine Planning Area-1 Storm Drain System, County of Orange, Irvine, California. Mr. Smith served as plan review engineer performing watershed hydrology analysis and storm drain system design for the 6,500-unit residential development in the 7,500-acre watershed.

Hitch Ranch Storm Water Management System Design, Smith Holst Ranch/Hitch Ranch Partners, Moorpark, California. Mr. Smith served as project manager guiding watershed hydrology analyses, hydraulic analyses, preliminary storm drain and water quality system design for the 1,500-unit residential development in the 3,500-acre watershed.

City of Irvine Planning Area 1/Neighborhood 2 Storm Drain System, The Irvine Company, Irvine, California.

Served as project engineer performing watershed hydrology analysis and storm drain system design for the 6,500-unit residential development in the 7,500-acre watershed.

Baseline Avenue Widening/Baseline Storm Drain, Fontana, California. Mr. Smith served as project engineer performing analysis and design of Baseline Avenue storm drain and sewer system for the 6-mile roadway reconstruction and widening.

Talega Valley Storm Drain Master Plan Review, City of San Clemente, San Clemente, California. Mr. Smith served as plan review engineer for the 4,000-home development in a 4,500-acre watershed.

Calleguas Creek CC2 Levee Recertification, Floodplain Management, City of Camarillo, Camarillo, California.

Mr. Smith served as project manager guiding the FEMA levee recertification and remapping process for the decertified levee, flood control levee system alternatives investigation and design (design flowrate Q100– 42,000 cfs) for the existing 100-acre light-industrial development along the westerly bank of Calleguas Creek.

Pole Creek Debris Basin, Flood Control Engineering, Hearthstone Development LLC, Fillmore, California. Mr.

Smith served as project manager guiding the analysis and design process for the proposed basin system improvements (design flowrate Q100 = 6,500cfs) for the proposed 225-acre-foot detention and debris basin protecting existing and proposed residential developments.

Conejo Creek Adohr Farms Levee Recertification Investigation, Floodplain Management, Adohr Farms, Camarillo, California. Mr. Smith served as project manager guiding the FEMA floodplain remapping process for the deaccredited levee protecting the Leisure Village Community (an existing 425-acre senior residential community) flood control levee system alternatives investigation and design (design flowrate Q100– 23,000 cfs).

East Cathedral Canyon Channel Levee Rehabilitation, Flood Control Engineering, Riverside County Flood Control and Water Conservation District (RCFC&WCD), Cathedral City, California. Mr. Smith served as project manager guiding the flood control bank protection system design and obtaining all construction permits for the rehabilitation of the existing levee lining reconstruction and rehabilitation (design flowrate Q100 = 3,400 cfs) for the 7,800 linear feet of earthen fill levee.

Whitewater River, Flood Control Engineering (Desert Cove Golf Course), Howard Margoles, Cathedral City, California. Mr. Smith served as project manager/project engineer managing all aspects of design and permitting for a proposed 18-hole golf course in the Whitewater River (design flowrate Qspf = 93,000 cfs) with multiple jurisdictional agencies (FEMA, Coachella Valley Water District, RCFC&WCD, ACOE, State Regional Water Quality Control Board).

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Lytle Creek, Flood Control Engineering, Lytle Development, Rialto, California. Mr. Smith served as project manager guiding the FEMA permitting process, the flood control bank protection system design, the on-site stormwater system design, the water quality system design, and obtaining all water quality and construction permits for the flood control and stormwater management systems (design flowrate Q100 = 65,000cfs) for the 700-acre residential development between Lytle Creek and Sycamore Creek.

Gabbert & Walnut Canyons Flood Control Deficiency Study, Ventura County Flood Control District, Moorpark, California. Mr. Smith served as design engineer performing detailed watershed hydrology and hydraulic analysis for the 1,800-acre watershed.

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Section-2: Billing Rates Sheet

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7. Proposed Fee Schedule
2022 STANDARD SCHEDULE OF CHARGES

SEE COST FILE SUBMITTAL ON PLANETBIDS

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PROPOSAL:

CITY OF SAN JACINTO

ON-CALL ENGINEERING SERVICES
(WATER / WASTEWATER / STORMWATER)
IEG PRN: 22001
IEG
33161 CAMINO CAPISTRANO, SUITE-D
SAN JUAN CAPISTRANO, CA 92675

COST SHEET

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Section-2: Billing Rates Sheet

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7. Proposed Fee Schedule
2022 STANDARD SCHEDULE OF CHARGES

ENGINEERING SERVICES
Project Manager / Principal Engineer.…….$125/hr.

Senior Project Engineer………………….……….$125/hr.

Junior Project Engineer………………….…..……$125/hr.

Designer/ CAD Technician.….…………………..$125/hr.

Forensic Engineering / Expert Witness – Court appearances, depositions, and interrogatories as expert witness will be billed per our Litigation Support Schedule of Charges.

Emergency and Holiday Work – Minimum charge of eight (8) hours will be billed at 2.0 times the normal rate.

Material and Outside Services – Subcontractors, rental of special equipment, special reproductions, and blueprinting, outside data processing and computer services, etc., are charged at 1.15 times the direct cost.

Travel Expenses – Mileage at current IRS allowable rates. Per diem where overnight stay is involved will be charged at cost Invoices, Late Charges – All fees will be billed to Client monthly and shall be due and payable upon receipt. Invoices are delinquent if not paid within 30 days from the date of the invoice. Client agrees to pay a monthly late charge equal to 1.25% per month of the outstanding balance until paid in full.

Annual Increases – Unless noted otherwise, these standard rates will increase 4% annually.

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On-Call Engineering Services (Water/Waste Water/Storm Water), bidding on 02/04/2022 11:00 PM (PST)

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Printed 02/07/2022
PlanetBids, Inc.

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CITY OF SAN JACINTO

STATEMENT OF QUALIFICATIONS
FOR

ON-CALL ENGINEERING SERVICES
(WATER/WASTEWATER/STORMWATER)

FEBRUARY 4, 2022

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Packet Pg. 380 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 1130 W. Huntington Drive, Unit 12, Arcadia, CA 91007  TEL 626.821.3456  FAX 626.445.1461 February 4, 2022
Arthur Mullen
Chief of Public Utilities
City of San Jacinto
595 S. San Jacinto Avenue
San Jacinto, CA 92583
Subject: Statement of Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater) Dear Mr. Mullen:

In accordance with the City’s Request for Qualifications, we are pleased to submit our qualifications to provide On-Call Engineering Services (Water/Wastewater/Stormwater) SA Associates is principal-owned firm, committed to engineering excellence and principal involvement. We are incorporated in the State of California. Project management and contract performance is personally directed by our principal who is a thoroughly experienced, licensed Professional Engineer with the State of California. We provide complete civil engineering services for municipalities, public and private water agencies, sanitary districts, and flood control districts. SA Associates is also classified as a Minority Business Enterprise (MBE), Disadvantaged Business Enterprise (DBE), and Small Business Enterprise (SBE) by local, state, and federal agencies.

SA Associates’ experience was gained through providing engineering services to several cities and agencies in the greater Los Angeles area for over 32 years. All of SA Associates completed (or currently ongoing) projects are for public agencies. Our team of engineers and professionals are aware of the requirements of most public agencies and are familiar with public procedures.

We have provided (or are providing) On-Call Engineering Services in Southern California to the cities of Anaheim, Azusa, Baldwin Park, Culver City, El Monte, Fontana, Gardena, Glendale, Huntington Beach, Irvine, Laguna Niguel, La Palma, Manhattan Beach, Mission Viejo, Monterey Park, Moreno Valley, Murrieta, Norwalk, Pomona, Rancho Palos Verdes, Riverside, San Bernardino, Santa Clarita, South El Monte, Torrance, Whittier, and Yucaipa, We have also provided ( or are providing) these services to the following Counties and Water Districts: Crescenta Valley Water District, Long Beach Water Department, Mesa Water District, County of Orange, and the County of Los Angeles Department of Public Works, and Santa Clarita Valley Water District
SA Associates’ senior management is known to provide first-hand involvement in project activities, maintaining proper responsiveness and coordination efforts throughout all project phases. It is our goal to provide your on-call projects with high quality engineering services. To assure this quality, we will staff your projects with professionals who understand the project and the local conditions, and have the requisite experience, skills and familiarity with public works projects policies and procedures. Our team will provide technically innovative and cost reducing solutions while meeting the City’s needs and goals on time and within budget.

Thank you for the opportunity to submit our proposal. Should you have any questions or require any further information, please do not hesitate to contact the undersigned.

Very truly yours,
Shahnawaz Ahmad, P.E., President
SA Associates
626.821.3456
[email protected]

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TABLE OF CONTENTS

COVER LETTER
SECTION I: COMPANY PROFILE
SECTION II: ORGANIZATION AND STAFFING
SECTION III: FIRM QUALIFICATIONS
SECTION IV: DESCRIPTION AND APPROACH
SECTION V: COMPANY DISCLOSURE
SECTION VI: PROFESSIONAL SERVICES AGREEMENT
(OUR FEE SCHEDULE IS IN A SEPARATE DOCUMENT)

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SECTION I: COMPANY PROFILE

INTRODUCTION TO SA ASSOCIATES
SA Associates was established in May, 1989 as a principal-owned engineering firm with offices in Los Angeles and Orange Counties. SA Associates is a California Corporation and “SA Associates” is our full legal name. SA Associates services cover a broad spectrum of engineering from investigation and feasibility reports to design, construction administration, and construction observation. The firm provides complete civil engineering services for municipalities, public and private water agencies, sanitary districts, and flood control districts. SA Associates is classified as a Minority Owned Business Enterprise (MBE), Disadvantaged Business Enterprise (DBE), and Small Business Enterprise (SBE) by local, state, and federal agencies. SA Associates is in stable financial condition. We currently have 22 employees.

Our main fields of specialty are:
• Water Supply Projects
• Wastewater Facilities Projects
• Civil Engineering
• Construction Management and Construction Inspection Services • Feasibility Studies
• Flood Control and Drainage Projects
• Surveying Services
Our office locations are as follows:

CORPORATE OFFICE ORANGE COUNTY OFFICE
1130 West Huntington Drive, Unit 12
Arcadia, CA 91007
Tel: 626.821.3456
Fax: 626.445.1461
1661 N. Raymond Ave, Suite 100
Anaheim, CA 92801
Tel: 714.871.9083
Fax: 714.871.3652
Mr. Shahnawaz Ahmad is the primary contact and the authorized signatory on behalf of the firm. Please contact Mr. Ahmad at [email protected]. He is based in the Arcadia Office.

BACKGROUND EXPERIENCE
SA Associates’ experience was gained through providing engineering services to several cities and agencies in the greater Los Angeles area for the last 32 years. All of SA Associates completed projects are for public agencies. We have successfully completed all our projects. Our team of engineers and professionals are aware of the requirements of most public agencies and are familiar with public procedures. SA Associates has extensive experience in design and construction of public works projects including street, sewer, storm drain, and water facilities. We have been responsible for water, sewer, well, storm drain, and construction management and inspection projects totaling $300 million in construction costs, for various agencies in the Southern California area.

We have extensive experience in providing on-call services for public agencies in Southern California. We have provided (or are providing) on-call services to the cities of Anaheim, Azusa, Baldwin Park, Culver City, El Monte, Fontana, Fullerton, Gardena, Glendale, Huntington Beach, Irvine, Laguna Niguel, La Palma, Manhattan Beach, Mission Viejo, Monterey Park, Moreno Valley, Murrieta, Norwalk, Pomona, Rancho Palos Verdes, Riverside, San Bernardino, Santa Clarita, Torrance, Whittier, Yucaipa. We have also provided on-call services for the following agencies: Crescenta Valley Water District, Long Beach Water Department, County of Los Angeles Department of Public Works, Santa Clarita Valley Water, and Orange County Public Works.

SA Associates is
classified as DBE, MBE
and SBE by local, state
and federal agencies

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We are proud to say we continue to provide services for repeat Clients. This indicates we are providing quality services on time and within budget.

The following is a list of selected clients SA Associates has worked with:

Partial Client List - SA Associates
City of Alhambra City of Glendale City of Norwalk CA Dept. of Corrections City of Anaheim City of Glendora City of Pasadena Central Basin MWD City of Arcadia City of Hawaiian Gardens City of Pico Rivera Crescenta Valley WD City of Azusa City of Hermosa Beach City of Pomona East Pasadena Water Co.

City of Baldwin Park City of Huntington Park City of Rialto Elsinore Valley MWD City of Beverly Hills City of Inglewood City of Riverside Foothill Municipal WD City of Burbank City of Irvine City of San Bernardino Irvine Ranch WD City of Carson City of Irwindale City of San Fernando Kinneloa Irrigation Dist.

City of Cerritos City of La Habra City of San Dimas LA Co. Parks & Rec.

City of Chino City of La Palma City of Santa Monica LA Co. Public Works City of Chino Hills City of La Verne City of Sierra Madre LA Co. Comm. Dev.

City of Colton City of Loma Linda City of Simi Valley Lincoln Ave. Water Co.

City of Commerce City of Lomita City of South Gate Long Beach Water Dept.

City of Compton City of Lynwood City of South Pasadena Mesa Water District City of Covina City of Manhattan Beach City of Thousand Oaks Rubio Canon Land/Water City of Cypress City of Mission Viejo City of Torrance San Diego Co. Water Auth City of Diamond Bar City of Monterey Park City of Tustin Valley Water Company City of Duarte City of Moreno Valley City of Whittier Veolia Water Operations City of El Monte City of Murrieta City of Yucaipa West Basin MWD

APPROACH TO ERROR FREE DELIVERIES
SA Associates maintains an in-house Quality Assurance/Quality Control program to minimize the errors in the final product and services provided to our clients.

To ensure quality, a uniform review and checking procedure for all completed projects is adopted. This procedure ensures all work is reviewed and checked prior to submitting it to the client. Each member of our team makes it his/her responsibility to perform the services the best way possible, and to ensure that what is stated in writing or shown on drawings is correct, cost effective, and in conformance with SA Associates’ standards.

QUALITY ASSURANCE/QUALITY CONTROL PROGRAM
It is the goal of SA Associates to present clients with a superior product and responsive service. We are aware we can only continue to grow and remain a viable influence in the consulting engineering profession if we produce an excellent product. That is why we have established “excellence in engineering” as our credo. A sound company policy that emphasizes technical strength, professional conduct, efficiency and communication is applied to each project in order to achieve excellence. This policy is the basis of our Quality Assurance / Quality Control (QA/QC) program.

To ensure quality, conformity, and enhanced client satisfaction, a uniform review and checking procedure for all project documents is adopted and effectively applied through the QA/QC plan. All project deliverables undergo two reviews to maintain high quality. The first review is conducted by the QA/QC Manager to provide initial technical input, direction, and evaluation of alternatives. The second review is a detailed, coordinated review by the QA/QC Manager with selected lead personnel reflecting comments from the first review. This procedure ensures all work is reviewed and checked prior to each submittal to the client. Each member of our team makes it his/her responsibility to perform the services per the QA/QC program, and to ensure that what is stated in writing or shown on drawings is correct, cost effective, and in conformance with SA Associates’ standards.

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Quality Assurance Program
Our basic philosophy to quality assurance is:
• Our review and checking procedure is a systematic approach with sufficient flexibility to be workable with a wide variety of projects. The timing and level of review is consistent with project needs. • All projects are reviewed by an experienced individual not directly involved in the project but generally familiar with the project and the client.
• Responsibility for the quality of the final product rests jointly with the Project Manager/Engineer and the reviewer/checker.
• Responsibility for scheduling review and checking rests with the Project Manager/Engineer. • All projects must be “signed off” by the checker following review and/or checking.

Quality Control Program
Upon award of contract and subsequent negotiation (as required), SA Associates would meet with project staff to confirm Client objectives regarding, but not limited to:
• Client needs and intent related to the projects technical aspects, public policy, and image. • Satisfying the need of users of the final project.
• Contractor requirements, limitations, and preferences. • Any other matters that may be peculiar to the project.

COST CONTROL
SA Associates’ staff performs at a level of proficiency that minimizes redundant or unnecessary activity. Meeting deadlines and attention to detail are primary objectives. Cost control is exercised with the same importance dedicated to technical problem solving.

Staff engineers apply value analysis/investigation techniques in a systematic approach to obtain optimal value for any marginal cost increase. The result of this approach is to lower total and life cycle costs without sacrificing quality, performance, or reliability.

Project costs are reviewed on a weekly basis by the Project Manager. These costs are reviewed against the budget and schedule. The effort required to complete the project is estimated. In this way, if the budget is close to being exceeded, steps can be taken to remedy the situation.

After review/checking,
checker “signs off” all
projects
Experienced staff familiar
with client not involved
with project review
Systematic review/checking
Project Manager/Engineer
joint responsibilities:
– quality
– scheduling review
& checking
End users City needs
Contractor

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SECTION II: ORGANIZATION AND STAFFING

ORGANIZATION CHART
The high quality of SA Associates’ work derives largely from the competence of our individual employees and the blending of their talents to meet each particular project need. To assure this quality, it is our policy to staff each project with employees that have the requisite experience, interest and skills.

Resumes for our Project Team members follow.

PROJECT COORDINATOR
Shahnawaz Ahmad, PE, QSD

ENGINEERS
Raul Garibay, PE
Jorge Lovo, PE, LEED GA, QSD/QSP
Adam Roesch, PE, CPSWQ, QSD/QSP
Eric Schoenen, PE. QSD

SUPPORT STAFF

GEOTECHNICAL
Geo-Advantec, Inc.

Shawn Ariannia,PhD, PE, GE

HYDRAULIC MODELING
Akel Engineering Group
Tony Akel, PE

GRANT SERVICES
John Robinson Consulting, Inc.

John Robinson

CAD DESIGNERS
Hugo Magana
Brandon Mesker

SURVEYOR
Robert Martinez, PE, PLS

STRUCTURAL ENGINEER
ANB Engineering
Gagan Bains, PhD, PE, SE

ELECTRICAL ENGINEER/SCADA
Linkture Corporation
Opty Fernandez, EE

POTHOLING
BEST Testlab
Don Whitman

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SHAHNAWAZ AHMAD, P.E., QSD
Project Coordinator
Mr. Ahmad founded SA Associates in 1989, creating a civil engineering firm focused on city, county and municipal agencies. Mr. Ahmad has over 40 years of experience.

Currently, he is involved with projects on water and sewer system master planning; water resources; water supply and treatment; water reuse; wastewater collection, treatment, and disposal; storm drainage; design of water and wastewater treatment plants, water pipelines, sewers, pumping stations, wells, storage reservoirs, and water reclamation systems; studies of water and wastewater treatment processes; and industrial waste problems.

RELATED EXPERIENCE
Civil Engineering Design
City of Alhambra
City of Anaheim
Boy Scouts of America
Central Basin Municipal Water District
City of Chino
City of Irvine
City of Monterey Park
City of Huntington Beach
City of Inglewood
Construction Management
City of Azusa
City of Alhambra
City of Bellflower
City of Burbank
City of El Monte
City of Fontana
City of Glendale
City of Glendora
City of Lawndale
Long Beach Water Dept.

County of Los Angeles, DPW

CITY OF ALHAMBRA
. Westmont Drive Water Main Replacement – Engineering design and construction support services for the replacement of approximately 3,500 ft. of 4” and 14” water mains.
. Main Street Sewer Replacement – Project Manager, Replacement of approximately 1,858 LF of an existing 8-inch sewer main with a 12-inch sewer main on Main Street, between Bushnell Avenue and Atlantic Boulevard. The existing 8” sewer main is located on the westbound lanes of Main Street. The City’s Sewer System Rehabilitation Plan identified this location as the highest priority for improvements due to its aging conditions and to improve sewage flow capacity in the area.
. Valley Blvd-Almansor Sewer Project Construction management and inspection services for 3,500 ft. of 4” & 14” main replacement.

CITY OF ANAHEIM
. Pepper Creek Way, Fern Haven Lane and Hadrians Crossing Water Main Replacement – Plans, specifications and cost estimates for 1,500 linear feet of PVC Water Main Replacement from cast iron pipe.

EDUCATION:

University of Karachi, Pakistan,
B.E., Civil Engineering
University of California,
Berkeley, M.S., Sanitary
Engineering
REGISTRATION:

Registered Civil Engineer,
California
No. 23712
MEMBER:

American Academy of
Environmental Engineers,
Diplomate
American Public Works
Association
American Society of Civil
Engineers
American Water Works
Association
California Water Environment
Association
Southern California Water
Utilities Association
Water Environment Federation
Kinneloa Irrigation District
Long Beach Water District
City of Manhattan Beach
City of Monterey Park
City of Norwalk
City of Ontario
City of Pomona
City of Sierra Madre
City Whittier
City of Manhattan Beach
City of Monterey Park
City of Norwalk
Orange County Public Works
City of Pomona
City of San Bernardino
City of San Marino
City of Santa Monica
City of Whittier

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. Baja & Solomon Drives Water Main Replacement – Plans, specifications and cost estimates for 1,557 ft. of 8” PVC Water Main Replacement
. Country Glen Way Water Main Replacement - Plans, specifications and cost estimates for 5,300 linear feet of 6” and 8” PVC C-900 pipe in multiple side streets.

BOY SCOUTS OF AMERICA
. Trask Scout Camp Water System Rehabilitation and Enhancement Project - Design services for design-build project at the Boy Scouts camp in the city of Monrovia foothills.

CENTRAL BASIN MUNICIPAL WATER DISTRICT
. Recycled Water Pipeline System Extension in the City of South Gate – Plans and specifications, and estimate of probable construction costs for 24,600 linear feet of 8” – 20” recycled pipeline.

CITY OF CHINO
. Quadrant I Water Main Replacement Project - Plans, specifications, cost estimates and design of 11,000 ft. of 12” DIP with a new 8” C900 Polyvinyl Chloride. Scope included replacement/reconnection of existing service laterals.

CITY OF INGLEWOOD
. Water Main Projects - various projects which included plans and specifications for water main replacement on various street segments; 3,000 ft. of 8” ductile iron pipe water mains; and Phase V Water Main Replacement of 10,000 ft. of ductile iron pipe.
. Project Manager for preparation of plans and specifications for the upgrade/repair of segments of the existing 8” to 15” vitrified clay pipe throughout the City to improve the existing sewer system under the Sewer Main Replacement Program Phase I. In addition, the project consisted of the replacement or reconnection of existing sewer laterals within the project area as a result of the replacement of the existing VCP.

KINNELOA IRRIGATION DISTRICT
. Sierra Madre Villa & Villa Heights Water Main Improvement Project –Plans, specifications, and cost estimates for the installation of approximately 1,360 linear feet (LF) of new 8” DIP to connect the existing 8” DIP in Sierra Madre Villa Avenue, just north of Windover Road, with the existing 8-inch DIP at the intersection of Villa Heights and Villa Heights Road. The portion of the proposed pipeline is located in an unincorporated area of Los Angeles.

LONG BEACH WATER DEPARTMENT
. East 27th and Via Pasillo Water Main Replacement Project – Plans and specifications for 4,000 feet of 6” and 8” cast iron and ductile pipe.

CITY OF MANHATTAN BEACH
. Sewer Infrastructure Improvements – Project Manager, plans and specifications for various sewer reaches throughout the City.

CITY OF MONTEREY PARK
. Water & Sewer Improvements Atlantic Boulevard – Project Manager, Preparing plans & specifications for water & sewer main improvements on Atlantic Blvd. from W. Hellman Avenue to W. Newmark Avenue with a 12-inch ductile iron water main of approx. 2,030 ft. length, and about 2,450 ft of 12-inch HDPE sewer via pipe bursting. Sewer will also be improved along Garvey Ave., from its intersection with Atlantic Blvd. to Ynez Ave., with approx. 650 ft of 16-inch HDPE via pipe bursting and 900 ft of 18-inch VCP via open trench. Water and Sewer improvements will also include replacement of laterals, installation of new fire hydrants/services, valves, sewer manholes, abandonment of existing mains, tie-in to existing systems, pre/post CCTV videos, paving and striping restoration.

CITY OF NORWALK
. FY 2017/18 Sewer Main Repair Project – Project Manager, provided design services to repair or replace (based on current condition) numerous segments of existing 8-inch to 18-inch sewer mains throughout the City to improve the existing sewer system as identified from a detailed investigation as a part of the 2014 Sewer System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects. As a result, the City has identified 60 sewer reaches deemed as high priority for repair/replacement. Where there are short sections of pipe that have broken and/or missing pipe walls,

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trenchless technology may be employed to prepare the existing pipe to be acceptable to serve as a host pipe for CIPP lining. When there are short sections of pipe that need to be repaired, a sectional liner, which can fix sections of pipe for a length of up to 4 ft. is recommended because it resolves the problem in an economically efficient manner while minimizing resident inconvenience

CITY OF ONTARIO
. Water Main Replacement – Plans and specifications for 25,430 linear ft. of 2” -12” water mains at 30 locations. The new mains will be 8” -12” in diameter. The scope also includes a new 450 linear ft. water main, along with replacement of service laterals, fire hydrants and related appurtenances.

CITY OF SIERRA MADRE
. Water Main Replacement – 2020 Water Main Replacement Project. Replacement of 20,300 linear feet of 4, 6, 8 & 10" pipe throughout the City with PVCO.

CITY OF WHITTIER
. Comstock Avenue Water Main Replacement Project - Design for water main replacing 2,000 ft of 6” cast iron line with 12” ductile iron pipe in the uptown business district. . Beverly Boulevard Water Main Replacement Project - Design for aging water main replacement of approximately 4,450 ft, replacing a 6” cast iron line with 8” ductile iron pipe. By protecting the existing parkway and pine trees, the design provided better access, minimizing construction and maintenance costs. . Sewer Main Phase I Project – Project Manager, Design services to replace a total of approximately 11,000 linear feet (LF) of existing 6-inch to 10-inch sewer main to new 8-inch to 16-inch diameter polyvinyl chloride sewer pipeline at various locations. Improvements address deficiencies in flow capacity and reduce the risk of overflows

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RAUL GARIBAY, P.E.

Engineer
Mr. Garibay has over 39 years of experience in water related projects. He retired from the City of Pomona after serving as Supervising Water Resources Engineering.

PROJECT EXPERIENCE

CITY OF MONTEREY PARK
Currently proving Construction Management and Inspection for the Delta Plant located in the City of Rosemead for the Centralized Groundwater

CITY OF POMONA
• Supervised engineering group in the Water Resources Department • Participated in interview boards for other municipalities • Developed and implemented Sanitary Sewer Management Plan • Conducted sewer and water plan reviews for private and public projects; reviews included compliance checks with current health regulations and inspection of field installations
• City’s liaison on various water committees such as Chino Basin Watermaster, Three Valleys MWD, and Six Basins Board
• Developed and Implemented 2005 Urban Water Management Plan • Project Manager for Water and Sewer Master Plan
• Reviewed developers’ water and sewer utility plans
• Project Manager for various water and sewer related projects: ranged from pipeline to treatment plants
• Liaison with the California Department of Health Services

CITY OF BURBANK
As Planning and Engineering Manager:
• Supervised team that coordinated with outside developers on construction and planning projects
• Planned, coordinated, and negotiated with other city departments to ensure integration with their projects Liaison on other city departments on the widening of Interstate 5 project

CITY OF PASADENA
As a Civil Engineer for the City of Pasadena:
• Project Manager for Water Master Plan
• Developed and Utilized Department’s Water Hydraulic Modeling • Participated in multi-departmental group that developed the City’s GIS Base map
• Reviewed building plans for impacts on the water system • Created plans and specifications of water pipeline projects • Participated on engineering review hiring boards for various cities • Presented analysis of water system hydraulic model to public Planning Committee to support for upcoming water projects
• Co-City representative for the Raymond Basin Management Board • Developed and negotiated water system interconnection with neighboring water agencies
• Developed and procured annual storage groundwater rights with basin agencies to ensure the City’s annual groundwater rights • Project Manager for the water quality laboratory rehabilitation • Investigated and implemented improvements to water quality laboratory processes
EDUCATION:

Loyola Marymount University,
Los Angeles, BS Civil
Engineering, 1982
Cal State University Los
Angeles, MS Business
Administration
REGISTRATION:

Registered Civil Engineer,
California
No. C43304
CERTIFICATION:

Water Treatment Operator,
Grade IV,
No. 19408
Water Distribution Operator,
Grade II,
No. 29625

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JORGE LOVO, P.E., LEED GA, QSD/QSP,
Engineer
Mr. Lovo has over 21 years of experience designing and managing a variety of infrastructure projects. Project types range from streets, roadways, sewers, storm water, to water-related projects. The water related include water, wastewater, recycled water, and storm water facilities including conveyance, water quality & treatment, pump stations, and storage.

He provides technical leadership on small to large sized projects; supporting teams winning new business; interacting with clients, agencies and other consulting firms; preparing detailed engineering calculations, CAD drawings, estimates, master planning, facilities condition assessment, construction support, preparation of plans, specifications and others documents for permitting and construction. His expertise lies mostly with city, municipal and agency projects. He is adept at working with municipalities and understands their process.

PROJECT EXPERIENCE

CITY OF ALHAMBRA
. Main Street Sewer Replacement – Engineer, Replacement of approximately 1,858 LF of an existing 8-inch sewer main with a 12-inch sewer main on Main Street, between Bushnell Avenue and Atlantic Boulevard. The existing 8” sewer main is located on the westbound lanes of Main Street. The City’s Sewer System Rehabilitation Plan identified this location as the highest priority for improvements due to its aging conditions and to improve sewage flow capacity in the area.

CITY OF ANAHEIM
. Dale designed the widening of the portion of Dale Street adjacent to the properties at 517, 519, and 523 N. Dale Avenue. The work involved widening the roadway just in front of the properties from 30 feet to 45 foot right-of way in order to implement and maintain the City’s Master Plan of Arterial Highways.

BOY SCOUTS OF AMERICA
. Trask Scout Camp Water System Rehabilitation and
Enhancement Project - Design services for design-build project at the Boy Scouts camp in the city of Monrovia foothills.

CITY OF CHINO
. Quadrant I Water Main Replacement – Engineer, Plans and specifications for approximately 10,940 feet of city-wide segment replacements with 8” C900 PVC pipe. In addition, the project consists of the replacement of the replacement or reconnection of existing service laterals and reconnections to the existing water mains.

CITY OF INGLEWOOD
. Engineer for preparation of plans and specifications for the upgrade/repair of segments of the exiting 8” to 15” vitrified clay pipe throughout the City to improve the existing sewer system under the Sewer Main Replacement Program Phase I. In addition, the project consisted of the replacement or reconnection of existing sewer laterals within the project area as a result of the replacement of the existing VCP

CITY OF MANHATTAN BEACH
. Sewer Infrastructure Improvements for Cycle 2 Sewer Project. Prepared plans, specifications, and cost estimates for various sewer reaches throughout the City.

EDUCATION:

B.S. Civil Engineering
University of Hawaii
REGISTRATION:

Registered Civil Engineer,
California
No. C75632
Registered Civil Engineer,
Canada
Board of Professional
Engineers
CERTIFICATION:

LEED Green Associates – Green
Building Certification Institute,
ID No. 10779963
Construction Management,
University of Quebec, Canada
Professional Studies in
Technique of
Architecture, College of Old
Montreal
Qualified SWPPP Developer
(QSD)
Qualified SWPPP Practitioner
(QSP)
Certificate No. 25596

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CITY OF MONTEREY PARK
. Water and Sewer Improvements Atlantic Boulevard - Plans and specifications for a 12” 2,030 feet ductile iron main, replacement of laterals, new fire hydrants/services, valves, abandonment of existing mains, tie-in to existing system, pre/post CCTV videos, paving and striping restoration. . Sewer Spot Repairs and CIPP Installation – Engineer, Prepared plans and specifications for 91 spot repairs and 9,730 ft. of CIPP installation in various locations throughout the City. The project involved review of CCTV videos to verify the work involved.

CITY OF NORWALK
. FY 2017/18 Sewer Main Repair Project – Engineer, Engineering design services to repair or replace (based on current condition) numerous segments of existing 8-inch to 18-inch sewer mains throughout the City to improve the existing sewer system as identified from a detailed investigation as a part of the 2014 Sewer System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects. As a result, the City has identified 60 sewer reaches deemed as high priority for repair/replacement. Where there are short sections of pipe that have broken and/or missing pipe walls, trenchless technology may be employed to prepare the existing pipe to be acceptable to serve as a host pipe for CIPP lining. When there are short sections of pipe that need to be repaired, a sectional liner, which can fix sections of pipe for a length of up to 4 ft. is recommended because it resolves the problem in an economically efficient manner while minimizing resident inconvenience

CITY OF ONTARIO
. Water Main Replacement – Plans and specifications for 25,430 ft. of 2” -12” water mains at 30 locations. The new mains will be 8” -12” in diameter. The scope also includes a new 450 linear ft. water main, along with replacement of service laterals, fire hydrants and related appurtenances.

CITY OF SIERRA MADRE
Water Main Replacement – 2020 Water Main Replacement Project. Replacement of 20,300 linear feet of 4, 6, 8 & 10" pipe throughout the City with PVCO.

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HUGO MAGAÑA
AutoCAD Designer
Mr. Magaña is a Designer/Draftsman. He is involved in a variety of street, sewer, and water projects, providing technical and CAD assistance to our team. His expertise is in GIS software and AutoCAD.

RELATED EXPERIENCE

BOY SCOUTS OF AMERICA
. Trask Scout Camp Water System Rehabilitation and Enhancement Project - Design services for design-build project at the Boy Scouts camp in the city of Monrovia foothills.

CITY OF HUNTINGTON BEACH
. Water Valves Replacement - Design services for water valve replacement in 50 locations throughout the City’s water system. The in-line valves with no vaults range from 6: to 12”.

KINNELOA IRRIGATION DISTRICT
. Sierra Madre Villa & Villa Heights Water Main Improvement Project – Plans, specifications, and cost estimates for the installation of approximately 1,360 linear feet (LF) of new 8” DIP to connect the existing 8” DIP in Sierra Madre Villa Avenue, just north of Windover Road, with the existing 8-inch DIP at the intersection of Villa Heights and Villa Heights Road. The portion of the proposed pipeline is located in an unincorporated area of Los Angeles.

CITY OF MONTEREY PARK
. Water Improvements Atlantic Boulevard - Plans and specifications for a 12” 2,030 feet ductile iron main, replacement of laterals, new fire hydrants/services, valves, abandonment of existing mains, tie-in to existing system, pre/post CCTV videos, paving and striping restoration.

CITY OF ONTARIO
. Water Main Replacement – Plans and specifications for 25,430 linear ft. of 2” - 12” water mains at 30 locations. The new mains will be 8” -12” in diameter. The scope also includes a new 450 linear ft. water main, along with replacement of service laterals, fire hydrants and related appurtenances.

CITY OF SIERRA MADRE
. Water Main Replacement – Design and cost estimates to replace 21 segments of existing pipe at various locations that date from the 1930’s. The project was divided into four (4) bid segments with an approximate length of 20,300 ft. The project also involved abandoning the existing main and laterals upon completion of the replacement facilities. The water mains were replaced with the same diameter size, except for the existing 2-inch mains that were upsized to 4-inch.

EDUCATION:

California State University
B.S. Mechanical
Engineering
Rio Honda College
College of Engineering
and Technology
California State University,
Fullerton, College of
Engineering
and Technology
AFFILIATIONS:
- Engineers for a
Sustainable World, Cal
State Long Beach
- Center for Academic
Support in Engineering
and Computer Science,
Cal State Fullerton
- Society of Mexican
American Engineers and
Scientists, Cal State
Fullerton and Cal State
Long Beach

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ROBERT MARTINEZ
Surveyor
Mr. Martinez has over 30 years of experience in providing professional land surveying services to both public and private infrastructure projects in all areas relating to land development including:
• Infrastructure and improvement design for grading, streets, storm drains, utilities and associated matters.
• Preliminary land planning, tentative and final map processing, land use and feasibility studies.
• A.L.T.A., architectural, boundary and topographic survey, entitlement analysis, rightof-way engineering and preparation of legal descriptions. • GPS Surveying.

RELATED EXPERIENCE

BOY SCOUTS OF AMERICA
. Surveyor for Camp Trash Water System. Project scope is improvement and enhancement of an existing drinking water system in Monrovia Canyon. New construction will include a new 75,000-gallon steel bolted water tank, concrete pad and related piping.

KINNELOA IRRIGATION DISRTICT
. Surveyor for East West Tank Connector Pipeline Project. Scope included design of 2,800 ft of 12” DIP including connections to existing 4” steel tunnel line and two LA County Flood Control District channel crossing in a hilly area.

CITY OF MONTEREY PARK
. Surveyor for Water & Sewer Improvement along Atlantic Boulevard. Scope includes water and sewer main improvements of approximately 3,700 linear feet.

CITY OF ONTARIO
. Surveyor for Water main replacement of approximately 25,430 LF of water mains at 30 locations.

EDUCATION:

California State Polytechnic
University,
Pomona – June 1989
Civil Engineering (Survey
Minor)
REGISTRATION:

Registered Civil Engineer,
California, No. 54360
Registered Land Surveyor,
California, No. 6966

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BRANDON MESKER
AutoCAD Designer
Mr. Mesker recently received his Bachelor of Science in Civil Engineering at California State University, Long Beach. He is supporting the team on AutoCAD and research.

PROJECT EXPERIENCE

CITY OF CHINO
. Prepared As-Builts for the Quadrant I Water Main Replacement Project which included the design of 11,000 ft. of 12” DIP with a new 8” C900 Polyvinyl Chloride.

Scope included replacement/reconnection of existing service laterals.

KINNELOA IRRIGATION DISTRICT
. Sierra Madre Villa & Villa Heights Water Main Improvement Project – Auto CAD support for plans, specifications, and cost estimates for the installation of approximately 1,360 linear feet (LF) of new 8” DIP to connect the existing 8” DIP in Sierra Madre Villa Avenue, just north of Windover Road, with the existing 8-inch DIP at the intersection of Villa Heights and Villa Heights Road. The portion of the proposed pipeline is located in an unincorporated area of Los Angeles.

CITY OF ANAHEIM
. Administrative Intern II Public Works Department Traffic and Transportation – As intern had field experience, conducted MUTCD research, plan checks and AutoCAD assistance.

EDUCATION:

California State University,
Long Beach
B.S. Civil Engineering
Associates Degree
Arts and Humanities
Liberal Arts and
Sciences: Mathematics
and Natural Science

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ADAM ROESCH, PE, CPSWQ, QSD/QSP
Engineer
Mr. Roesch serves as an assistant engineer for various projects, including water main, wells, sewer, storm, & street projects. Due to his knowledge of engineering principles, Mr. Roesch provides valuable engineering assistance to SA Associates.

Also, due to his past and part-time experience in environmental engineering/water quality, Mr. Roesch provides valuable technical assistance, especially in areas related to NPDES permitting.

PROJECT EXPERIENCE

CITY OF ANAHEIM
. Prepared plans and specifications for the 8” Water Main Replacement in Country Glen Way for the replacement of 5,300 ft. of 6 & 8-inch ductile iron pipe and 6 & 8-inch polyvinyl chloride (PVC) pipe.
. Main Street Sewer Replacement - Replacement of approximately 1,858 LF of an existing 8-inch sewer main with a 12-inch sewer main on Main Street, between Bushnell Avenue and Atlantic Boulevard. The existing 8” sewer main is located on the westbound lanes of Main Street.

CITY OF CHINO
. Prepared plans & specifications for the Quadrant I Water Main Replacement Project which consists of 10,940 ft. of 8” PVC pipe to improve the existing water system.

CITY OF INGLEWOOD
. Prepared plans for the Water Main Pipeline Improvement Plans Phase V Project. The project involved the installation of approximately 9,994 ft. of new 8-inch ductile iron pipe main in 2nd Avenue, 3rd Avenue, 4th Avenue, and 5th Avenue from Arbor Vitae Street to Manchester Boulevard. . Prepared plans and specifications for the upgrade/repair of segments of the existing 8” to 15” vitrified clay pipe throughout the City to improve the existing sewer system under the Sewer Main Replacement Program Phase I. In addition, the project consisted of the replacement or reconnection of existing sewer laterals within the project area as a result of the replacement of the existing VCP.

LONG BEACH WATER DEPARTMENT
 Prepared plans and specification for the East 27th Street and Via Passilo Cast Iron Water Main Replacement Project which consisted of the replacement of approximately 4,000 feet of 6” & 8” cast iron & ductile pipe.

EDUCATION:

California State University,
Long Beach
B.S. Civil Engineering
REGISTRATION:

Civil Engineer, California
Certified Professional in
Storm Water Quality
(CPSWQ)
Certificate No. 1022
Qualified SWPPP
Developer (QSD)
Qualified SWPPP
Practitioner (QSP)
Certificate No. 25508
SOFTWARE:

Microsoft Office
Adobe
Autodesk (AutoCAD

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CITY OF MANHATTAN BEACH
. Prepared plans for two sidewalk projects: 1) Cesar Chavez Blvd. in front of East Los Angeles City College (approximately 4,000 ft.) and 2) Emerson Ave. in front of Langley Sr. Center (approximately 1,300 ft.)

CITY OF SIERRA MADRE
Water Main Replacement – 2020 Water Main Replacement Project. Replacement of 20,300 linear feet of 4, 6, 8 & 10" pipe throughout the City with PVCO.

CITY OF WHITTIER
. Sewer Main Replacement Phase I - Design services to replace a total of approximately 11,000 linear feet (LF) of existing 6-inch to 10-inch sewer main to new 8-inch to 16-inch diameter polyvinyl chloride sewer pipeline at various locations. Improvements will address deficiencies in flow capacity and reduce the risk of overflows.

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ERIC SCHOENEN, P.E.

Engineer | Construction Inspector
Mr. Schoenen has over 30 years of experience with a mix of land surveying, design, plan check, conditions of approval, strategic planning, and capital improvement projects. He has over 16 years of experience working for a Water Utility Franchise.

Experience includes budget estimating, scheduling, technical report writing, and City Council Agenda Reports. Responsible for coordination with professional consultants and staff to implement CIP projects as a project manager.

CITY OF ALHAMBRA
. Provided construction management and inspection services for the Valley Blvd/Almansor St. Sewer Replacement Project. The work included installation of approximately 1,380 ft. of 36” extra-strength VCP sewer along Almansor St. from San Marino Ave. to Valley Blvd. and approximately 1,830 ft of 30” extra-strength VCP sewer along Valley Blvd. from Almansor St. to Garfield Ave. . Westmont Water Main – Construction management and inspection services for replacement of 3,500 ft. of 4” and 14” mains.

CENTRAL BASIN WATER DISTRICT
. Recycled Water Pipeline Extension in the City of South Gate – Engineer. The work consists of the preparation of Plans, Specifications, and Estimate of Probable Construction Costs for The Recycled Water System Extension in the City of South Gate, CA. This Project consists of the construction of approximately 24,600 linear feet (LF) of recycled pipeline varying in diameter between 8” and 20”.

CITY OF GLENDORA
. Lorraine Avenue Water Main Project - Provided construction inspection services.

Project included the installation of approximately 6,715 lineal feet of 12” and approximately 4,090 ft. of 16” ductile iron pipe and appurtenances, new water services, new fire hydrants, and 27 tie-ins to existing water lines. . Laurel Avenue Water Main Replacement. - Provided construction inspection services Project included the installation of approximately 1,400 lineal feet of 8” ductile iron pipe and appurtenances, new water services, new fire hydrants, and 2 tie-ins to existing water lines.

LONG BEACH WATER DEPARTMENT
. Sewer Replacement - Provided construction management and inspection services for the rehabilitation of 10,600 ft. of sewer, including lining 4,971 ft. of sewer with 8” CIPP and multiple location-specific rehabilitation efforts for the District's Cement Sewer Rehabilitation/ Replacement Group 2 Project.

CITY OF MANHATTAN BEACH
. Sewer Infrastructure Improvements – Engineer, Plans and specifications for various sewer reaches throughout the City.

CITY OF MONTEREY PARK
. Sewer Replacement - Provided construction management services for repair or replacement of defective sewer sections utilizing the Cured-In-Place-Pipe (CIPP) method at 25 locations throughout the City.

California Polytechnic
University, Pomona
B.S. Civil
Engineering, 1988
University of California,
Riverside
Supervisory
Excellence I and II,
1998
REGISTRATION:

Registered Civil
Engineer, California
No. 52775

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System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects. As a result, the City has identified 60 sewer reaches deemed as high priority for repair/replacement. Where there are short sections of pipe that have broken and/or missing pipe walls, trenchless technology may be employed to prepare the existing pipe to be acceptable to serve as a host pipe for CIPP lining.

CITY OF WHITTIER
. Sewer Main Phase I Project – Engineer, Design services to replace a total of approximately 11,000 linear feet (LF) of existing 6-inch to 10-inch sewer main to new 8-inch to 16-inch diameter polyvinyl chloride sewer pipeline at various locations. Improvements address deficiencies in flow capacity and reduce the risk of overflows

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SUBCONSULANTS:

GAGAN BAINS, PhD, PE, SE
Structural Engineer
EDUCATION: Ph.D., Structural Engineering, University of California, Irvine M.S., Structural Engineering, Thapar Institute of Engineering and Technology, India B.S., Civil Engineering, Thapar Institute of Engineering and Technology, India REGISTRATION: Structural Engineer in California (S4482) Civil Engineer in California (C51328)
SUMMARY:

Dr. Bains has over 28 years of experience in structural engineering, construction management and seismic upgrade/ rehabilitation of structures. His areas of expertise include: analysis and design of buildings (commercial and residential), tanks and reservoirs, channel lining, energy dissipater-impact basins, booster pump stations; performing studies and earthquake safety evaluations for structures; proposing seismic retrofit and rehabilitation techniques for existing structures. Dr. Bains has worked on design build projects in the past and also been on the team for Cal State University projects (specifically Long Beach, Fullerton, and Santa Barbara). Some projects for which Dr. Bains has been responsible include:

Cast-in-place Rectangular Concrete Reservoirs
• Design of Equipment Pad with retaining walls for Wastewater Treatment Plant Process Tanks and Miscellaneous equipment for Grifols Biologicals, in Los Angeles, California. The equipment pad was designed to support approximately eight tanks weighing up to 75-kips. The pad was located on a hillside, therefore, the pad was designed to be supported by cast-in-place drilled piles and diagonal braces to resist the seismic loads. • Design of Clarifier for Alpha Therapeutic Corporation with an uplift station on one side of the clarifier. Because of poor soil conditions the uplift station was designed as a structure cantilevering from the walls of the 18-feet deep clarifier.
• Design of Waste Water Flow Equalization Station for the University of Pepperdine. The facility was designed as a completely buried structure to allow for parking on the roof. • Remodel and design of competition pool for Long Beach City College. Work included demolition of existing bulk head, new floor lining, new walls and footing to accommodate increased depth in certain portions of the pool.
• Design of U-frame channel lining and warped walls for Reach 3 of Lower Silver Creek for Santa Clara Valley Water District, San Jose, California.
• Seismic retrofit and rehabilitation design of Golden and College Reservoirs for the Southern California Water Company. This work included a pre-design report, final design, and construction management services. • Rehabilitation of the 3.1 million gallon Vinnell Reservoir for Southern California Water Company. This project also included the preparation of a pre-design report, preparation of plans and specifications, and construction management services.
• Rehabilitation of the 18 MG Power Reservoir for the City of San Buenaventura. This work included construction management and design services. Rehabilitation of this reservoir included replacement of the metal roof decking, installation of a new reservoir lining, reinforcement of column footing and the strengthening of K-braces to withstand a seismic event, and construction of a center dividing wall with piping and telemetry modifications to increase operational flexibility.
222 E. Huntington Dr., Suite 235
Monrovia, CA 91016
Tel (626) 574-1425
Fax (626) 574-0642

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• Involved in the design of the 2.0 million gallon Elm Avenue Reservoir and Booster Pumping Station for the City of Torrance.
• Seismic analysis to determine Seismic Vulnerability and Earthquake Safety of 12 Concrete Reservoirs for the City of Arcadia.

Precast/ Pre-stressed/ Conventional Circular Reservoirs • Seismic analysis and the design of retrofit measures for five 25,000gallon reinforced concrete buried circular fuel tanks (with up to six feet of earth fill over the tanks roof) for the NASNI (San Diego Air Base). This work included analysis of the reservoirs and preparation of report incorporating the results of the analysis and required retrofitting measures.
• Analysis and retrofit design of Reservoir No. 4 (with precast panels) for the City of Pomona. Seismic retrofit was achieved by bolting the panels together to prevent uplift and strengthening of the top hoop ring. • Project Engineer for the design of three 2.5 million gallon pre-stressed reservoirs for the Central Coast Water Authority, Mission Hills and Santa Ynez Aqueduct Extension Project. The design of these tanks involved a predesign report, final design, and construction management services. • Involved in the design of 3.0 million gallon pre-stressed concrete University City Reservoir for the City of Riverside. This work included design and construction engineering services. • Performed structural analysis of the 1.6 million gallon Lamanda Park Reservoir located in the city of Pasadena.

A report was prepared presenting the results of the structural and seismic analysis, proposed improvements, and cost estimates for short term/long term leakage mitigation measures.

Steel Tanks
• Expert review for the design of two 1.1 MG Calapatria steel tanks for Southern California Water Co. • Review of shop drawing calculations for the design or two steel tanks for New Hall County. • Foundation design of two steel tanks for the University of Pepperdine. • Seismic Evaluation for the City of Norwalk’s 100,000 gallon Elevated Steel Tank. Analysis indicated that the foundation needs to be retrofitted. In addition, the braces plus the anchors were determined to be inadequate.

Seismic retrofit design is currently under progress.
• Seismic analysis to determine seismic vulnerability of six steel tanks for the City of Arcadia. Retrofit design included stiffeners for the base plate of these tanks.
• Predesign of six steel reservoirs for the City of Burbank. • Verified the seismic design calculations for the 10-feet diameter backwash vessel for the VCWD.

Channel Lining and Energy Dissipator-Impact Basin Design Designed channel lining, energy dissipator-impact basin, and Channel outlet structure for County of Los Angeles, Public Works Department, along tract No. 52455. Portions of the channel lining were almost 70-feet long. Crucial design features included stability of lining and dissipator structure, and the minimization of potential cracks.

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OPTY N. FERNANDEZ – ELECTRICAL ENGINEER

EDUCATION
B.S., Electrical Engineering, California State University, Long Beach, CA 1982

PROFESSIONAL REGISTRATION
Registered Electrical Engineer, California E-012496

PROJECT EXPERIENCE
Mr. Fernandez has over 30 years of diverse experience in all facets of electrical engineering, including low and medium voltage power distribution, process instrumentation and controls, power quality studies, and value engineering. He has experience in water and wastewater, municipal, industrial, commercial, high technology industrial and institutional facilities. Mr. Fernandez has been responsible for technical studies, construction management, quality assurance, conceptual designs, construction plans and specifications, submittal reviews, and cost estimates. Mr. Fernandez's design experience includes medium (up to 65KV) and low voltage power distribution, process and equipment controls, PLC integration design and programming, DCS, SCADA, telemetry, HMI screen development using popular software such as Wonderware and RSView, emergency and stand-by power generation, UPS and battery power, and indoor and outdoor lighting.

REPRESENTATIVE PROJECTS
Castaic Lake Water Agency Rio Vista Water Treatment Plant Clearwell Cover Replacement Linkture provided engineering design in the electrical and control systems capacity for the replacement of the existing floating cover of the ClearwellThis also includes new instrumentation and interface with existing control panel and SCADA. This project is currently under construction and Linkture is providing construction support.

Castaic Lake Water Agency Ozone Injection Station Canopy Provided lighting design/construction for the Ozone Injection Station Canopy and area lighting for chlorine monitoring stations. Provided construction support and final punch list.

City of Compton, Well #18 Upgrade
Project Status: Operating since 02/06. The project consists of the addition of a natural gas engine motor to work in conjunction with an electric motor for a groundwater well pump station. The project included the interlocking of the existing electrical control systems with a Murphy Controller for the engine motor. The new control system and the existing chlorination equipment were interfaced with the City’s existing SCADA system.

Elsinore Valley Municipal Water District, Cottonwood Hills Reservoir Zone 1750 Project Status: Operating since 04/06. The project is a potable water reservoir located at Canyon Hills to serve the Cottonwood Hills development. The reservoir includes electric service from SCE, site lighting, instrumentation and radio telemetry for communication to the District’s existing SCADA system.

L.A. Terminal Island Filter Pilot Plant
Prior to the determination of which filtration system to utilize for the tertiary filtration system at the Terminal Island Treatment Plant the City built a pilot plant. The tertiary treatment was intended without disinfection through chlorination.

Santa Rosa Advanced Wastewater Treatment (AWT), (5KV distribution) Murrieta Upgraded existing secondary wastewater treatment facility to advanced treatment facility. RCWD operates the Santa Rosa Water Reclamation Facility (SRWRF), which is located within the City of Murrieta.

Yucaipa AWT Phase I and II, Yucaipa
The District was required to completely upgrade the recently constructed secondary level wastewater treatment plant to a tertiary level wastewater treatment plant.

15 Flagstone Trabuco Canyon, CA 92679
(949) 589-1909 P (949) 988-1557 F [email protected]

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TONY AKEL, P.E. – AKEL Engineering Group
Hydraulic Modeling
Tony Akel has over 30 years of professional experience in providing planning and design services related to the water, sewer, storm, recycled water, and irrigation delivery infrastructure.

Tony has effectively served as project manager, project engineer, and lead technical advisor on over 300 master plans. He is adept in the design of large utility pipelines and has prepared plans, specifications, and engineering estimates for 21,000 linear feet of 90-inch gravity sewer pipes, 10,000 linear feet of 42-inch double barrel force mains, and 22,000 linear feet of up to 30-inch water mains.

A solid computer background includes a proven efficient and analytical use of a variety of computer programs for engineering design applications and mapping, to include:
water/wastewater systems analysis, Geographic Information System (GIS), database conversion and management, project scheduling, cost estimating, and other engineering applications.

He has substantial knowledge of state-of-the-art water distribution and wastewater collection hydraulic computer models and has provided on-line technical support on water/wastewater hydraulic computer modeling techniques throughout the continental United States.

PROJECT EXPERIENCE
• Project manager/engineer on the water system, sewer system, and storm drainage system master plans and recycled water feasibility study for the City of Madera, California (population 61,400). Developed hydrology and hydraulic models based on GIS. Calibrated models to EPS and used for capacity evaluations to service existing users and growth within UGB. Project included feasibility study for a new recycled water system, groundwater supply conditions, water regulations, wastewater treatment plant capacity evaluation, and CIPs with phasing plans and cost allocation analysis and compliance with AB 1600. Hydraulic models used included Innovyze’s infowater and InfoSWMM.
• Project manager on the 2009 sewer system master plan, waster system evaluation, and Lower Valley conceptual water master plan for the Coachella Valley Water District, California (population 260,000). Developed a 20,000-pipe water model extracted from CAD plat sheets to H2OMAP Water that is used for developing water system improvements and operational strategies.

Recommended consolidating pressure zones for reliability. Recommended improvements to the sewer system to service future growth, and CIP with cost allocations. Provided 2-day training on water and sewer systems models using Innovyze’s HeOMPA Water and Sewer.
• Project manager/engineer on the 2004 water system, sewer system, storm drainage system, and Urban Water Management Plan for the City of Gilroy, California (population 44,000). Project consisted of developing hydraulic models based on GIS. Calibrated models to EPS and used for capacity evaluations to service existing users and growth within UGB. Project included accounting for water conservation, completing the 2005 UWMP, evaluating groundwater supply conditions, and tributary sewer flows from the City of Morgan Hills, and a 40-year CIP with cost allocation for compliance with AB 1600. Hydraulic model used included Innovyze’s H2ONET, Pizer’s Hydra, HEC-1, and PCSWMM.

Akel Engineering Group, Inc. Smart Planning Our Water Resources 7433 N. First Street, Suite 103, Fresno, CA. 93720, Tel: (559) 436-0600, Fax: (559) 436-0622, Cell: (559) 593-5937, www.akeleng.com EDUCATION:

California State University,
Fresno
M.S. & B.S.

Civil Engineering
REGISTRATION:

Registered Civil Engineer,
California,
No. PE 41682
MEMBER:

American Public Works
Association
American Society of Civil
Engineers
American Water Works
Association
Association of California
Water Agencies
Rotary International

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JOHN ROBINSON, E.I.T.

Grant Funding
Mr. Robinson has been working on grant application services and post award grant administration services for more than 25 years in the municipal engineering arena.

The team has been responsible for grant application and post award grant administration services for clients which were valued to be over $300 million for several agencies including California Department of Water Resources, State Water Resources Control Board, US Bureau of Reclamation, US EPA, US DOE, and Metropolitan Water District.

His experience encompasses local, State and Federal funding projects for a variety of wastewater, recycled and reclamation water, groundwater and storm water projects. His strengths include water resource planning with a program approach.

Mr. Robinson is experienced in risk and resilience assessments and emergency response plans. His experience encompasses a variety of wastewater engineering, water reclamation and planning projects.

PROJECT EXPERIENCE
Mr. Robinson has been heavily involved in assisting clients to coordinate, manage, and write different types grant applications to acquire funding to plan, design, and construct “water” projects. John has an intimate understanding of bond laws, grant funding guidelines, and regulations, in addition to those agencies administering the programs.

He assisted in obtaining and managing:
• U.S. Bureau of Reclamation Title XVI funding;
• State Revolving Fund (SFR) Proposition 50;
• State Water Resources Control Board (SWRCB) Proposition 13; • SWRCB Clean Water and Drinking Water SRF programs;
• Department of Water Resources Proposition 84 Rounds 1-3 plus the drought round;
• Metropolitan Water District of Southern California Local Resources Program and
• Metropolitan Water District Recycled Water Retrofit Pilot Program The above local, State and Federal agency grants and loans is approximately $271 million of which over $200 million is specifically for recycled water projects for clients in southern California. He assisted in completing the coordination with the funding agency on behalf of clients including monthly reports, progress deliverables, proposed financial breakdowns and coordinating field meetings. John’s successes include:
• Aiding in obtaining and managing the U.S. Bureau of Reclamation Title XVI funding, State Revolving Fund (SRF) Proposition 50, State Water Resources Control Board (SWRCB) Proposition 13 and Metropolitan Water District of Southern California Local Resources Program awards.
• An award of $1.48 million in Proposition 84, Round 2 funding for a Southern California recycled water demonstration project.

During his career there has been a strong relationship that has been developed with funding agencies including California Department of Water Resources, State Water Resources Control Board and U.S. Bureau of Reclamation.

John Robinson Consulting, Inc.
1055 East Colorado Blvd., Suite 500, Pasadena, CA 91106, 626.375.9389, [email protected]
EDUCATION:

California State University,
Long Beach
B.S. Civil Engineering
REGISTRATION:

Engineer-in Training,
California, No. 109865

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POTHOLING

DONALD WHITMAN, PROJECT MANAGER
Manager YEARS OF EXPERIENCE: 18 years
CSLB #817532 MBE/DBE Certified
Office: (909) 510-5535 C: 951.906-9821 | 1508 E Francis St Unit A | Ontario, CA 91761 | [email protected] SUMMARY OF EXPERIENCE: Over 1,000 projects as sub-consultant, to Consultant Engineers, participant in Southern California; as subsurface Utility Project Coordinator/Project Manager SPECIAL CERTIFICATIONS: Ground Penetrating Radar, Certified 40-hr hazmat training & Confined-Space Safety training, Caltrans and San Diego County Work Zone Traffic Control. Residential and Commercial Waste water lateral survey and CCTV documentation. Project Management Certification
Experience and Qualifications:

Subsurface Utility Designating, Locating & Documenting. Proactive Project Management skills include planning and coordination with utility companies, railroads, and local, state and federal agencies; Utility Surveys’ daily functions and protocol. Aggressive Negotiator; as Liaison Utility ProjectCoordinator.

Experienced in field Quality Control, CGA “Best Practices”, Traffic Control, All - Permit Acquisitions, OSHA Field Safety Meetings Facilitator. Practical hands-on, on-the-Job experience track record from completing projects ahead of schedule and under budget.

Donald Whitman’s multi-task ability provided his unique and reliable skilled talents on Caltrans District 8 potholing on State Route 138 and Caltrans District 7 and Los Angeles County Design Engineers on the Highway 30 Extension Project. For utility records research, designating, locating, exposing existing subsurface utilities and documenting, or otherwise, mapping the underground utilities, Donald used non-destructive, minimally invasive damage prevention, air/vacuum soilextraction process on other projects such as, San Diego’s Mission Valley Light Rail, Kinder Morgan Energy gas pipelines, Praxair hydrogen plant facilities, City ofOntario’s New Model Colony, City of Pomona Water& Sewer Capital Improvement Program and City of Riverside’s Waste Water Treatment Plant Expansion.

Project Manager Roles: Extensive Utility location duties with Southern California Water Districts on Water Improvement Plans & Designs; Water Reclamation Pipelines, Waste Water Treatment Plants. Pipeline relocation projects. Yucaipa Valley Water District, San Diego County Water Authority Projects, Rancho California Water District, Eastern Municipal Water District. Inland Empire Utility Agency, Western Municipal Water District, San Bernardino Municipal Water District, Jurupa Community Services District, Rubidoux Community Services District, Metropolitan Water District, Imperial Irrigation District, Coachella Valley Water District
Project Manager – Capital Improvements Sewer & Water/Street Improvement Projects:

Cities within Donald’s experience portfolio; Moreno Valley, Pomona, Corona, Chino, Riverside, Ontario, Colton, Redlands, Yucaipa, Fontana, Rialto, Rancho Cucamonga, Upland, Montclair, San Bernardino, every city in the Coachella Valley, Escondido, Carlsbad, San Diego, Chula Vista.

Project Manager, Sub-consultant Utility Conflict Assessment, Location and Documentation:

For multi-phase Otay Mesa Transmission Main Pipeline Project, San Diego County Water Authority. Subsurface utility designating/locating and potholing for utility conflicts for bridge design over flood zone. Site exploration for the new Morongo Tribal Casino project, in Cabazon, CA, Student Housing, University of California, Cal Poly, Pomona.

SA Associates projects:

Central Basin Municipal Water District – Recycled Water Pipeline Extension City of Ontario – Water Main Replacement
Whitter – Beverly Boulevard Water

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SECTION III: FIRM QUALIFICATIONS
We have extensive experience in providing on-call services for public agencies in Southern California. We have provided (or are providing) on-call services to the cities of Anaheim, Azusa, Baldwin Park, Culver City, El Monte, Fontana, Fullerton, Gardena, Glendale, Huntington Beach, Irvine, Laguna Niguel, La Palma, Manhattan Beach, Mission Viejo, Monterey Park, Moreno Valley, Murrieta, Norwalk, Pomona, Rancho Palos Verdes, Riverside, San Bernardino, Santa Clarita, Torrance, Whittier, Yucaipa. We have also provided on-call services for the following agencies: Crescenta Valley Water District, Long Beach Water Department, County of Los Angeles Department of Public Works, Santa Clarita Valley Water, and Orange County Public Works. Projects which we have completed or are currently ongoing are as follows:

RELATED EXPERIENCE WATER

CITY OF ALHAMBRA
YEAR COMPLETED: 2016
CONSTRUCTION COST: $1,3000,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Phillip West, Adam Roesch, Jorge Lovo
AUTOCAD DESIGNER: Adam Roesch,
SURVEYOR: Geo-Environmental, Inc.

POTHOLING: Safe-r-Dig Utility Surveys, Inc.

Westmont Drive Water Main Replacement Project
Provided engineering design and construction support services for the replacement of approximately 3,500 ft. of 4" and 14" water mains in Westmont Drive from Sherwood Ave to Norwich Ave). The new main replaced two failing mains which have had several failures over the past 4-5 years. The new main supplies adequate fire flow while providing both transmission and distribution functions. Approximately 100 services were replaced for this project. SA Associates also provided construction management and inspection services for this project.

CITY OF ANAHEIM
YEAR COMPLETED: 2018
CONSTRUCTION COST: $405,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEER: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNER: Phong Tran
Water Main Replacement Projects: Pepper Creek Way, Fern Haven Lane, and Hadrians Crescent Prepared plans, specifications, and cost estimates replace approximately 1,500 linear feet of existing cast iron pipe (CIP) to polyvinyl chloride (PVC) pipe along various streets within Anaheim Hills. The pipes were installed between 1960s and 1970s, and were in need of replacement due to external corrosion of the pipeline. As a result, the corrosion causes numerous main breaks rendering water loss.

YEAR COMPLETED: 2017
CONSTRUCTION COST: $370,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEER: Jorge Lovo
AUTOCAD DESIGNER: Phong Tran
SURVEYOR: Online Engineering
Baja & Solomon Drives Water Main Replacement Project
Prepared plans, specifications, and cost estimates for a 8” PVC Water Main Replacement in Baja Dr. between Palo Alto Dr. and Pueblo Pl., and Solomon Dr. between Arno Crescent St. and Camino Pinzon, with an approximate length of 1,557 ft.

YEAR COMPLETED: 2015
CONSTRUCTION COST: $1,400,000
PROJECT MANAGER: Shahnawaz Ahmad

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ENGINEER: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNER: Phong Tran
GEOTECHNICAL: Geo-Environmental, Inc.

POTHOLING: Safe-r-Dig Utility Surveys, Inc.

Country Glen Way Water Main Replacement Project
Prepared plans, specifications, and cost estimates for an 8” Water Main Replacement in Country Glen Way to replace existing 6” & 8” ductile iron pipe (DIP) with 6” & 8” polyvinyl chloride (PVC) C-900 pipe in multiple side streets connecting to Country Glen Way. The Project also includes the replacement of existing fire hydrants, service lines, and water meters. The total approximate length for the existing pipe is 5,300 linear feet.

BOY SCOUTS OF AMERICA
YEAR TO BE COMPLETED: 2022
CONSTRUCTION COST: $1,255,455
PROJECT MGR.: Shahnawaz Ahmad, John Robinson
ENGINEERS: Jorge Lovo, Adam Roesch
AUTOCAD: Phong Tran
SURVEYOR: Robert Martinez
ELECTRICAL ENGINEER: Linkture
GEOTECHNICAL ENGINEER Geo-Advantec
Trask Scout Reservation Water System Rehabilitation and Enhancement Project Design services for the design-build project of the Trask Scout Reservation Water System Rehabilitation Project at the Boy Scout Camp located in Canyon Park in the foothills of the city of Monrovia. The water at the campsites is currently non-potable. The project will provide corrective measures to bring the water system up to the State Water Resources Control Board, Division of Drinking Water Standards to provide the campers with clean drinking water. Project includes environmental work to improve creek water source, treatment facilities, chlorine disinfection, pumps and distribution improvements, as well as new storage tanks.

CENTRAL BASIN MUNICIPAL WATER DISTRICT

CITY OF CHINO
YEAR COMPLETED: 2018
CONSTRUCTION COST: $3,400,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNERS: Hugo Magana , Phong Tran,
SURVEYOR: On-Point Land Surveying, Inc.

Quadrant I Water Main Replacement Project
Prepared plans and specifications for approximately 10,940 ft. to replace segments of existing pipe throughout the City with new 8-inch C900 Polyvinyl Chloride (PVC) in order to improve the existing water system. In addition, the project consists of the replacement or reconnection of existing service laterals within the project area as a result of the replacement of the existing water main. The work also involves reconnections to existing water mains.

YEAR COMPLETED: 2017
CONSTRUCTION COST: Approximately $8,000,000
PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Eric Schoenen, Adam Roesch
QA/QC: John Robinson
AUTOCAD DESIGNERS: Phong Tran, Hugo Magana
SURVEYOR: On-Point Land Surveying, Inc.

GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab, Inc.

TRAFF. CONTROL PLANS: JMDiaz, Inc.

Recycled Water Pipeline System Extension in the City of South Gate The work consists of the preparation of Plans, Specifications, and Estimate of Probable Construction Costs for The Recycled Water System Extension in the City of South Gate, CA. This Project consists of the construction of approximately 24,600 linear feet (LF) of recycled pipeline varying in diameter between 8” and 20”.

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CITY OF GLENDORA
YEAR COMPLETED: 2012
CONSTRUCTION COST: $1,500,000
PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Phillip West, Eric Shoenen
AUTO CAD DESIGNERS: Scott Walz
Well 14 Pump/House Controller
Design of well head facilities and well pump for new well No. 14. The new well is located at Willow Springs Park near the intersection of Leadora Avenue and Willow Springs Lane east of Sellers School. The site is located in a residential area and is approximately 0.5 acre. The well capacity is approximately 350 gallons per minute and Pumping level will be at 480 feet below ground surface. The well casing is 18-inch diameter and the well will have an inflatable packer to allow isolation of groundwater between 385 feet and 410 feet below ground in the event water quality issues are encountered. The well discharge pipe terminates inside the well house for future extension and connection to the City’s water distribution system. Disinfection provisions is a temporary sodium hypochlorite feed system utilizing a drum and drum pump.

CITY OF HUNTINGTON BEACH:

YEAR COMPLETED: 2019
ENGINEER’S ESTIMATE: $444,500
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNER: Phong Tran
Water Valves Replacement
Design services for the replacement of water valves in approximately 50 separate locations throughout the City’s water system. Over 50% of those locations are expected to be closer to the coast, in area of low elevations where groundwater may be encountered and the other 50% will be located inland. In addition to restoring valve operation, the City will require the construction contractor to carefully remove and bag asbestos cement pipe from each of these valve locations, to collect field data, to collect soil samples, and to store at a location identified by the City for future analysis to determine remaining useful life of ACP as part of the City’s Asset Management Program. The valve sizes will be 6” to 12” and will be in-line valves with no vaults.

CITY OF INGLEWOOD
YEAR COMPLETED: Various
CONSTRUCTION COST: Various
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Phillip West, Adam Roesch
AUTOCAD DESIGNER: Scott Walz
(1) Prepared plans and specifications for water main replacement on various street segments with a total length of 10,000 LF.
(2) Prepared plans and specifications for approximately 3,000 feet of 8” ductile iron pipe water mains in 78th Street from 8th Street to Van Ness Avenue and West Boulevard to Victoria Avenue, Construction Cost/Year Completed: $870k, 2014
(3) Design of Water Main Replacement, Phase V, which included approximately 10,000 ft. of *” & 12” ductile iron pipe in Second, Third, Fourth, and Fifth Avenues from Arbor Vitae to Manchester Boulevard. $2.5M, 2016

KINNELOA IRRIGATION DISTRICT
YEAR COMPLETED: 2014
CONSTRUCTION COST: $644,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEER: Phillip West
AUTOCAD DESIGNER: Adam Roesch
SURVEYOR: Online Engineering

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LONG BEACH WATER DEPARTMENT
YEAR COMPLETED: 2015
CONSTRUCTION COST: $600,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Phillip West, Adam Roesch
AUTOCAD DESIGNERS: Scott Walz
GEOTECHNICAL: Geo-Environmental, Inc.

POTHOLING: Safe-r-Dig Utility Surveys, Inc.

East 27th and Via Pasillo Cast Iron Water Main
Prepared plans and specifications for the replacement of approximately 4,000 feet of 6 & 8 inch cast iron & ductile pipe.

CITY OF MONTEREY PARK
YEAR COMPLETED: 2021 Current
CONSTRUCTION COST: $14,500,000
CONSTRUCTION MANAGER: Shahnawaz Ahmad
CONSTRUCTION INSPECTORS: Raul Garibay, Hugo Magana
Delta Plant, Rosemead
Currently providing construction management and inspection services for th Centralized Groundwater Treatment System (CGTS) for the Delta Plan, located in the city of Rosemead. The CGTS sonsists of advanced oxidation (AO) involving ultraviolet (UV) and hydrogen peroxide to destroy volatile organics (VOCs) and 1,4-dioxene, downstream liquid-phase granular activated carbon (LGAC) to absorb any residual contaminants.

YEAR COMPLETED: 2021
ENGINEER’S ESTIMATE: $1.78 M Sewer, $720,000 Water, Combined cost $2.5M PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
CAD: Hugo Magana, Phong Tran
SURVEYOR: Robert Martinez
Water & Sewer Improvements along Atlantic Boulevard
Preparing plans & specifications for water & sewer main improvements on Atlantic Blvd. from W. Hellman Avenue to W. Newmark Avenue with a 12-inch ductile iron water main of approx. 2,030 ft. length, and about 2,450 ft of 12-inch HDPE sewer via pipe bursting. Sewer will also be improved along Garvey Ave., from its intersection with Atlantic Blvd. to Ynez Ave., with approx. 650 ft of 16-inch HDPE via pipe bursting and 900 ft of 18-inch VCP via open trench. Water and Sewer improvements will also include replacement of laterals, installation of new fire hydrants/services, valves, sewer manholes, abandonment of existing mains, tie-in to existing systems, pre/post CCTV videos, paving and striping restoration.

CITY OF ONTARIO:

YEAR TO BE COMPLETED 2021
CONSTRUCTION COST: $3,500,000
CONSULTANT FEE: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNERS: Hugo Magana, Brandon Mesker, Phong Tran SURVEYOR: Robert Martinez
GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab
Water Main Replacement
Currently preparing plans and specifications for approximately 25,430 LF of water mains at 30 various locations.

The improvements will replace existing water mains of diameters ranging from 2” to 12” to proposed 8” and 12” sizes. In addition, at one of the locations, OMUC desires to install 450 LF of new 8” water main. The improvements will include replacement of service laterals, fire hydrants and other related appurtenances.

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CITY OF POMONA
YEAR COMPLETED: 2012
CONSTRUCTION COST: $1,900,000
PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Phillip West, Pete Heye, Sam Nabbout
AUTO CAD DESIGNERS: Randy Seto, Scott Walz
CONSTRUCTION INSPECTOR: Boytrese Osias
SURVEYOR(S): Online Engineering
GEOTECHNICAL Geo-Environmental, Inc,
District 6 Phase IV Water Main Replacement Project
Prepared plans, specifications, & construction cost estimates for 7,300 ft. of 10” & 12” ductile iron water mains.

YEAR COMPLETED: 2012
CONSTRUCTION COST: $1,300,000.

PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Phillip West, Pete Heye, Sam Nabbout
AUTO CAD DESIGNERS: Randy Seto, Scott Walz
CONSTRUCTION INSPECTOR: Boytrese Osias
SURVEYOR(S): Online Engineering
GEOTECHNICAL Geo-Environmental, Inc,
District 1, 2, and 5 Water Main Replacement Project
Prepared plans, specifications, and construction cost estimates for 4,220 feet of 8", 10", and 12" ductile iron water mains in various streets.

CITY OF SIERRA MADRE
YEAR TO BE COMPLETED: 2022
CONSTRUCTION COST: TBD
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch, Phong Tran
AUTOCAD DESIGNER: Hugo Magana, Brandon Mesker
QA/QC Eric Schoenen
2020 Water Main Program
Preparing plans, specifications, and cost estimates to replace 21 segments of existing pipe at various locations that date from the 1930’s. The project has been divided into four (4) bid segments with an approximate length of 20,300 ft. Conditions of the existing steel water mains and service laterals are poor and worsening rapidly from the inside and outside of the pipes. The project will also involves abandoning the existing main and laterals upon completion of the replacement facilities. The water mains will be replaced with the same diameter size, except for the existing 2- inch mains where it will be upsized to a 4-inch. The proposed material will be polyvinyl chloride (PVC) C-909. As necessary, the existing fire hydrants, valves, meters, and appurtenances will be replaced as well, or added to the new proposed system. All water service and fire hydrant laterals will be replaced. Existing water mains will be put out of service/abandoned only when the new water mains are installed, inspected and tested so as to keep fire and services available during construction.

CITY OF WHITTIER
YEAR COMPLETED: 2017
CONSTRUCTION COST: $600,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNER: Phong Tran
SURVEYOR: Online Engineerinig
GEOTECHNICAL: Geocon West
POTHOLING: Safe-r-Dig Utility Surveys, Inc.

Comstock Avenue Water Main Replacement Project
Designed the replacement of a water main in the uptown business district, along Comstock Avenue between Hadley Avenue and Wardman Avenue, for an approximate length of 2,000 ft., upgrading a 6” cast iron line to the

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12” ductile iron pipe to provide sufficient flow within the area as well as for future improvements. The project will consist of replacing service laterals and tie-ins and to repair the existing concrete pavement along the trench width.

YEAR COMPLETED: 2017
CONSTRUCTION COST: $1,200,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
AUTOCAD DESIGNER: Phong Tran
SURVEYOR: Online Engineering
GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab
Beverly Boulevard Water Main Replacement Project
Designed the replacement of a water main along Beverly Boulevard between Palm Avenue and Citrus Avenue to replace an aging water main with an approximate length of 4,450 ft. The existing 6” cast iron water main will be replaced with an 8” ductile iron pipe. The design minimized construction and maintenance costs by protecting the existing parkway and pine trees, and providing better access for maintenance of the proposed main.

RELATED EXPERIENCE: SEWER / STORM DRAIN

CITY OF ALHAMBRA
YEAR COMPLETED: 2019
CONSTRUCTION COST: $1,113,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesh
CAD: Hugo Magaña, Phong Tran
Main Street Sewer Replacement Project
Replacement of approximately 1,858 LF of an existing 8-inch sewer main with a 12-inch sewer main on Main Street, between Bushnell Avenue and Atlantic Boulevard. The existing 8” sewer main is located on the westbound lanes of Main Street. The City’s Sewer System Rehabilitation Plan identified this location as the highest priority for improvements due to its aging conditions and to improve sewage flow capacity in the area.

CITY OF INGLEWOOD

CITY OF LYNWOOD
COMPLETION DATE: 2009
ENGINEER’S ESTIMATE: $230,800
CONSTRUCTION COST: $227,000
PROJECT MGR.: Shahnawaz Ahmad
ENGINEER: Phillip West
Sewer Main Replacement Project in the Intersection of Imperial Highway and Long Beach Boulevard Prepared plans and specifications for a sewer main replacement project in the intersection of Imperial Highway and Long Beach Boulevard. The project included the design of 8” VCP to replace an existing 8” sewer. Total length of replacement for the project was approximately 400 feet.

COMPLETION DATE: 2017
ENGINEER’S ESTIMATE $1,528,000
CONSTRUCTION MANAGER: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
CAD: Hugo Magana, Phong Tran
SURVEYOR: On-Point Land Surveying, Inc.

Sewer Main Replacement Project, Phase 1
Prepared plans for the upgrade/repair of segments of the exiting 8” to 15” vitrified clay pipe throughout the City to improve the existing sewer system. In addition, the project consisted of the replacement or reconnection of existing sewer laterals within the project area as a result of the replacement of the existing VCP.

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Packet Pg. 412 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION III: FIRM QUALIFICATIONS Page 7 of 15

CITY OF MANHATTAN BEACH
YEAR COMPLETED: 2021
ENGINEER’S ESTIMATE: $1,500,000
PROJECT MGR.: Jorge Lovo
ENGINEERS: Adam Roesch, Eric Schoenen, Mel Sukow
CAD: Hugo Magana, Phong Tran
SURVEYOR: Robert Martinez
Sewer Infrastructure Improvements
SA Associates was recently contracted to prepare plans and specifications for various sewer reaches throughout the City.

CITY OF MANHATTAN BEACH
YEAR COMPLETED: 2017
CONSTRUCTION COST: $500,000
PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Eric Schoenen, Adam Roesch
DESIGNER: Phong Tran
2014-2015 and 2015-2016 Storm Drain Improvement Project City previously completed a Storm Drain Condition Assessment in 2013 and identified 64 locations throughout the City where the existing storm drain system needs to be repaired and/or replaced. Some segments require rehabilitation more than others, and grades of 0 to 5 (in accordance with NASSCO PACP) were assigned to each segment, with 5 being the most severe condition (i.e. "requiring immediate attention"). The purpose of this particular project was to repair and/or replace only the segments with grades of 4 or 5.

YEAR COMPLETED: 2017
CONSTRUCTION COST: N/A
PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Eric Schoenen, Adam Roesch
DESIGNER: Phong Tran
Catch Basin at 2912 Laurel Avenue
Design of the removal of an existing catch basin and construction of a new catch basin at 2912 Laurel Avenue to prevent flooding. The existing catch basin was found to be under capacity due to its narrow opening and shallow depth.

CITY OF MONTEREY PARK
YEAR COMPLETED: 2020
ENGINEER’S ESTIMATE: $1.78 M Sewer, $720,000 Water, Combined cost $2.5M PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
CAD: Hugo Magana, Phong Tran
SURVEYOR: Robert Martinez
Water & Sewer Improvements along Atlantic Boulevard
Prepared plans & specifications for water & sewer main improvements on Atlantic Blvd. from W. Hellman Avenue to W. Newmark Avenue with a 12-inch ductile iron water main of approx. 2,030 ft. length, and about 2,450 ft of 12-inch HDPE sewer via pipe bursting. Sewer will also be improved along Garvey Ave., from its intersection with Atlantic Blvd. to Ynez Ave., with approx. 650 ft of 16-inch HDPE via pipe bursting and 900 ft of 18-inch VCP via open trench. Water and Sewer improvements will also include replacement of laterals, installation of new fire hydrants/services, valves, sewer manholes, abandonment of existing mains, tie-in to existing systems, pre/post CCTV videos, paving and striping restoration.

YEAR COMPLETED: 2018
ENGINEER’S ESTIMATE $720,000
PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
CAD: Hugo Magana, Phong Tran

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Packet Pg. 413 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION III: FIRM QUALIFICATIONS Page 8 of 15
Sewer Spot Repairs and CIPP Installation
Prepared plans and specifications for 91 spot repairs and 9,730 ft. of CIPP installation in various locations throughout the City. The project involved review of CCTV videos to verify the work involved.

CITY OF NORWALK
YEAR COMPLETED 2019
ENGINEER’S ESTIMATE: $578,000
PROJECT MGR.: Eric Schoenen
ENGINEERS: Jorge Lovo, Adam Roesch
CAD: Hugo Magana, Phong Tran
SURVEYOR: On-Point Land Surveying, Inc.

FY 2017/18 Sewer Main Repair Project
Provided engineering design services to repair or replace (based on current condition) numerous segments of existing 8-inch to 18-inch sewer mains throughout the City to improve the existing sewer system as identified from a detailed investigation as a part of the 2014 Sewer System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects. As a result, the City has identified 60 sewer reaches deemed as high priority for repair/replacement. Where there are short sections of pipe that have broken and/or missing pipe walls, trenchless technology may be employed to prepare the existing pipe to be acceptable to serve as a host pipe for CIPP lining. When there are short sections of pipe that need to be repaired, a sectional liner, which can fix sections of pipe for a length of up to 4 ft. is recommended because it resolves the problem in an economically efficient manner while minimizing resident inconvenience.

YEAR COMPLETED: 2009
CONSTRUCTION COST: $250,000
PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Phillip West
Curtis & King Lift Station
Provided Plans and Specifications, and construction support services. The project involved an existing above grade dry-well station adjacent to the 105 freeway.

CITY OF SIERRA MADRE
YEAR COMPLETED: 2014
CONSTRUCTION COST: $241,000
ENGINEER: Phillip West
Sewer Plan for West Grand View Avenue
Preparation of a Sewer Plan for the Replacement of Sanitary Sewer and Repair of Pavement Settlement in West Grand View Avenue and the repair of approximately 750 sq. ft. of asphalt pavement which had settled in the location of the sewer replacement. The work included replacement of one sewer manhole and the replacement of two reaches (total length of approximately 400 ft.) of 8 inch VCP sewer with 10 inch VCP along with the reconnection of one branch sewer main and seven house laterals. The design was in conformance with Los Angeles County Standards

CITY OF SOUTH PASADENA
YEAR COMPLETED: 2012
CONSTRUCTION COST: $620,000
PROJECT MGR.: Shahnawaz Ahmad
CONSTR. INSPECTOR: Eric Schoenen
Sewer Improvements on Arroyo Drive, Huntington Drive, Marengo Avenue, and Meridian Avenue SA Associates provided construction management and inspection services for the sewer improvements at four (4) locations (total of 4,174 ft) as follows: Arroyo Drive from Arroyo Square to Sterling Place (8-inch VCP, 1,632 ft), Huntington Drive from Wayne Avenue to Court Avenue (10-inch VCP, 440 ft), Marengo Avenue from Bank Street to Rollin Street (8-inch VCP, 131 ft), and Meridian Avenue from Rollin Street to Gillette Crescent South (8-inch VCP, 1,971 ft).

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Packet Pg. 414 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION III: FIRM QUALIFICATIONS Page 9 of 15

CITY OF WHITTIER
YEAR COMPLETED: July 2019
CONSTRUCTION COST: $4,100,000
PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS Adam Roesch, Eric Schoenen
CAD Hugo Magaña, Phong Tran
POTHOLING BESS Testlab, Inc.

TRAFFIC CONTROL JMDiaz, Inc.

Sewer Main Phase I Project
Design services to replace a total of approximately 11,000 linear feet (LF) of existing 6-inch to 10-inch sewer main to new 8-inch to 16-inch diameter polyvinyl chloride sewer pipeline at various locations. Improvements address deficiencies in flow capacity and reduce the risk of overflows.

RELATED EXPERIENCE: WELLS

CRESCENTA VALLEY WATER DISTRICT
YEAR COMPLETED: 2017
CONSTRUCTION COST: $1,245,000
PROJECT MGR.: Shahnawaz Ahmad
ENGINEERS: Jorge Lovo, Adam Roesch
ELECTRICAL ENGINEER: Linkture Consulting Engineers
AUTOCAD DESIGNER: Phong Tran
Design of Well No. 2
Prepared plans for CVWD’s Well No. 2 at Ordunio Reservoir. The project consisted of a new 150 gpm submersible pump and motor for Well No.2, onsite piping, a chorine feed system using sodium hypochlorite, a nitrate removal treatment facility, upgrade of two existing booster pumps, installation of a masonry or pre-fabricated operations building, installation of a “carport” type building over concrete pad for the nitrate removal facility, water, sewer, and gas services, electrical and telemetry system, pavement and other on-site improvements. The nitrate reduction technology named ARoNite, biologically reduces nitro (NO3) to nitrogen gas using hydrogen to promote the growth of naturally occurring bacteria within the ARoNite modules. This process features high-efficiency reduction with minimal biomass waste generation. SA Associates also provided Construction Support Services is assisting the District for permitting of the well through the State Department of Drinking Water (DDW). This project received multiple awards which include: the American Council of Engineering Companies Project of the Year Award in February, 2019; second place for the 2019 Clair A. Hill Agency Award for Excellence by the Association of California Water Agencies; ASCE MLAB LA Section Award; and APWA Southern California BEST Award in 2019.

CITY OF LA PALMA
YEAR COMPLETED: 2008
CONSTRUCTION COST: $630,000
PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Sam Nabbout
Design of the On-Site Sodium Hypochlorite Generating Systems at the Walker Well and City Yard Sites Provided design services for the On-Site Sodium Hypochlorite Generating Systems at the Walker Well and City Yard Sites. The team included civil, mechanical, structural, architectectural, electrical, supervisory control and data acquisition. The hypochlorite system, including the chemical tank, was located inside the existing well building. The work included design of a new sand separator at the City Yard site and relocation of an existing sand separator at the Walker Well site. We also provided construction management and inspection services for this project. The project was categorically exempt based on Initial Environmental Study (EIS).

Project was awarded
the 2008
“Project of the Year”
by APWA

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CITY OF LYNWOOD
YEAR COMPLETED: 2017
CONSTRUCTION COST: $1,500,000
PROJECT MANAGER: Shahnawaz Ahmad
ENGINEERS: Adam Roesch, Eric Schoenen, Phillp West
AUTO CAD DESIGNERS: Phong Tran
Well No. 22 Pump House Facilities and Site Improvement
Design of pump house facilities for a new municipal supply well No. 22. The new well is located at Lynwood City Park near the intersection of Birch Street and Spruce Street west of Fred W. Holser Middle School. The site, approximately 5,000 sq. ft., is located adjacent to a residential area. The well capacity is 2,500 gallons per minute with a pumping level of about 5,000 square feet. The well casing is 18 inches in diameter, and the well discharge piping is 12 inches in diameter. The well discharge is controlled by a well-control diaphragm valve (Cla-Val model 51-02) along with a check valve (Cla-Val model 81-02). The only well-head treatment provided for the well discharge is on-site chlorination. The well discharge continues to a nearby water main about 150 feet away. The site includes a perimeter wall, well house building, engine generator building, and a chlorination facilities building.

The site also features perimeter landscaping and two 14 ft. access gates. The generator serves the site in the event power from Edison is unavailable. The project also includes abandonment of an existing sewer main and design of a new sewer main as a replacement.

YEAR COMPLETED: 2009
CONSTRUCTION COST: $500,000
PROJECT MANAGER.: Shahnawaz Ahmad
ENGINEERS: Peter Heye, Phillip West
Siting, Design, and Construction of One New Municipal-Supply Water Well The siting, design, and construction for a proposed new well estimated to be at a depth of 1,100 ft. with a 2,000 gpm pump rate. The new well location is in conformance with State and County standards; is situated at a sufficient distance from the sewer lines and sewer manholes for compliance with State Department of Public Health requirements; has limited or no drawdown interference with other existing wells operated by the City; has a nearby source of potable water that is required by the drill rig for drilling purposes; located in the proximity of an existing storm drain for the proper discharge of fluids generated during the downhole testing, well development and production testing of the new well; and has a sufficiently sized property providing adequate space for all equipment, trucks, and materials needed for the well construction. Discharges are in compliance with National Pollutant Discharge Elimination System (NPDES) permit requirements.

CITY OF MONTEREY PARK
YEAR COMPLETED: 2022
CONSTRUCTION COST: $8,300,000
PROJECT MANAGER: Shahnawaz Ahmad
FUNDING: John Robinson
CONSTR. INSPECTORS: Shannon Leonard, Eric Schoenen
Centralized Groundwater Treatment System
As Owner’s Engineer, provided Construction Oversight Services for the Centralized Groundwater Treatment System for the design and construction of the Centralized Groundwater Treatment System at the Delta Plant in Rosemead, California. The project included the City's selected Contractor (Filanc) to perform all engineering design, site development, site utilities, equipment procurement and installation, permitting, and commissioning and startup of a new treatment system to replace the existing individual wellhead treatment systems. The City was awarded 2015 Prop 84 Integrated Regional Water Management grant funds to implement the Project.

CITY OF RIALTO
YEAR COMPLETED: 2015
CONSTRUCTION COST: $2,000,000
PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Phillip West
Construction and Equipping of a New Replacement Well to Replace Older Well No. 3

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Equipping of a new replacement 900 ft. deep well at a nearby City-owned property that lies within the Lytle Creek Groundwater Basing. This well will replace older Well No. 3. Pump capacity 1,500 gpm. Electrical design work for the new well was provided and a SCADA System was installed.

VEOLIA WATER WEST OPERATING SERVICES, INC.

YEAR COMPLETED: 2015
CONSTRUCTION COST: $1,500,000
PROJECT MANAGERS: Shahnawaz Ahmad
ENGINEERS: Phillip West
Wells 1 & 2, City of Rialto
Prepared plans and specifications for the equipping of a new municipal supply well (Well No. 1A). This site is located on a City of Rialto owned parcel on the banks of the Lytle Creek in the County of San Bernardino and also contains the City’s Well 2. The well is approximately 800ft. deep and will produce up to 2,000 gpm when operational. Total construction cost is estimated at $1,5000.000.

REFERENCES

CRESCENTA VALLY WAER DISTRICT
David S. Gould, District Engineer
818.248.3925 / [email protected]
• Project: New Biological Nitrate Removal Treatment Facility & Reactivation of Well No. 2

CITY OF HUNTINGTON BEACH
Lili Hernandez, Associate Civil Engineer
714.374.5386 / [email protected]
• Project: Design services for the replacement of water valves in approximately 50 separate locations throughout the City’s water system

CITY OF MANHATTAN BEACH
Prem Kumar, City Engineer
310.802.5352 / [email protected]
• Project: 2014-2015 and 2015-2016 Storm Drain Improvement Project for repair/replacement of various locations

CITY OF MONTEREY PARK
Richard Gonzales, Water Utility Manager
626.307.1295 / [email protected]
• Project: Owner’s Engineer for the Centralized Groundwater Treatment System at the Delta Plant in Rosemead • Project: Preparing plans & specifications for water & sewer main improvements on Atlantic Blvd. from W.

Hellman Avenue to W. Newmark Avenue

CITY OF ONTARIO MUNICIPAL UTILITIES COMPANY
Omar Gonzalez, Principal Engineer
909.395.2578 / [email protected]
• Project: Preparation of plans and specifications for approximately 25,430 LF of water mains at 30 various locations.

EXPERIENCE TABLES
Tables showing our water, sewer, and well experience follow.

3.A.5.b
Packet Pg. 417 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 1 City of Sierra Madre 2020 Water Main Replacement Project 20,300 4, 6, 8, & 10 PVCO 2,100,000 2021 X X 2 City of Ontario Water Main Replacement, UT 1027 26,480 8 & 12 DIP 3,500,000 2021 X X 3 City of Monterey Park Water Improvements along Atlantic Boulevard 3,700 12 Ductile Iron 15,000,000 2020 X X X 4 City of Anaheim Pepper Creek, Fern Haven, and Hadrians Crescent Water Main Replacement 1,450 4 & 8 PVC 400,000 2018 X X 5 Central Basin Municipal Water Dist. Recycled Water Pipeline System Extension in the City of South Gate 24,600 8 to 20 PVC 8,000,000 2017 X X X 6 City of Chino Quadrant I Water Main Replacement 11,000 8 PVC 3,400,000 2018 X X X 7 City of Whittier Beverly Boulevard Water Main Replacement 4,450 8 Ductile Iron 1,200,000 2017 X X X 8 City of Whittier Comstock Avenue Water Main Replacement 2,000 12 Ductile Iron 600,000 2017 X X 9 City of Anaheim 8" Water Main Replacement in Solomon and Baja Drives 1,560 8 PVC 370,000 2017 X X 10 City of Alhambra Replacement of 4" and 14" Water Main in Westmont Dr. between Sherwood & Norwich 3,500 6, 8 PVC 1,483,000 2017 X X 11 City of Anaheim 8" Water Main Replacement in Country Glen Way 5,300 4, 14 Ductile Iron 1,395,000 2016 X X X 12 City of Santa Monica Water Main Replacement/Upgrade Project 10,000 6 to 21 PVC 4,000,000 2015 X X 13 Rose Hills Memorial Park Recycled Water Line 12,500 4, 8 PVC 800,000 2015 X X X 14 Long Beach Water Dept. E. 27th Street & Via Pasillo Cast Iron Water Main Replacement 4,000 6, 8 Cast Iron & Ductile Iron 600,000 2015 X X 15 Long Beach Water Dept. Water Main Replacement Upgrade Project 10,000 6 to 21 PVC 3,500,000 2014 X X 16 Kinneloa Irrigation District East-West Tank Connector Project 3,550 4,12 Ductile Iron 644,000 2014 X X X 17 Santa Monica 3rd Court Water Main Replacement Project 2,000 8, 12 CIP, DIP 900,000 2012 X X 18 City of Pomona Westmont Service Lateral Replacement Project N/A N/A PE to Copper 390,000 2012 X X 19 City of Azusa W-265 Water Main Replacement Project 6,200 8, 12, 18 Ductile Iron 1,429,600 2012 X 20 City of Commerce Camp Commerce Water Main 400 6 Ductile Iron 200,000 2012 X X X X 21 City of Pomona District 6 Phase IV Water Main Replacement 7,300 10, 12 Ductile Iron 1,900,000 2012 X X 22 City of Pomona District 1, 2, & 5 Water Main Replacement 4,220 8, 10, 12 Ductile Iron 2,160,000 2012 X X X 23 City of Pomona As-Need Constr. Mgmnt Services FY08/09 Water & Sewer CIP: Phillips Ranch Water Laterals, Pot. & Rec. Water Fire Hydrants, and Flush/Lampholes Tanks Replacement N/A N/A N/A 3,500,000 2011 X 24 Kinneloa Irrigation District Windover & Sierra Madre Villa Water Main Replacement Project in the City of Pasadena 2,210 8, 10, 12, 16 Ductile Iron 517,000 2011 X X X 25 City of Pomona District 4, Phase I Water Main Replacement 6,530 6, 8 Ductile Iron 2,368,000 2010 X X X X 26 City of Pico Rivera Water Main Inter-Ties Project (design of 3 interconnections between exist mains) 250,000 2009 X 27 City of Azusa WVF-243 Water Treatment Plant Water Main & Sewer Force Main Installation 6,450 18, 24 Ductile Iron 1,600,000 2009 X 28 City of Lynwood State Street & Tweedy Boulevard Water Main Replacement Project 2,900 8, 12 Ductile Iron 1,400,000 2009 X X X 29 City of Pomona District 2 & 3, Phase II Water Main Replacement 2,640 8 Ductile Iron 967,000 2009 X X X X 30 City of Anaheim Katella Avenue 8" Water Main 1,700 6, 8 Ductile Iron 320,000 2008 X X 31 Kinneloa Irrigation District Kinneloa Mesa Pipeline Projects 2,900 8" Ductile Iron 152,000 2008 X X X 32 City of Pomona Reservoir St. Water Service Laterals -- -- -- 100,000 2008 X X 33 City of Pomona Water System Security Updates -- -- -- 500,000 2008 X X X 34 Long Beach Water Dept. Two Alley Service Connection Conversion Projects -- -- New Water Meters 630,000 2007 X 35 Kinneloa Irrigation District Water Main on New York Drive 1,000 6,10 Ductile Iron 154,000 2007 X X X X X 36 City of Pomona Water Main Replacement Bonita & Towne 7,200 10, 12 Ductile Iron 1,200,000 2007 X X X 37 West Basin MWD Anza Avenue Recycled Water Lateral at Sepulveda Boulevard 200 8 PVC 50,000 2007 X X 38 City of Azusa W-178 Main Replacement Project in Sixth, Barbara, and Virginia Streets 3,700 4,6,8 Ductile Iron 816,000 2007 X 39 City of Thousand Oaks Construction of Waterlines at Various Locations 11,250 8, 10, 12 PVC 950,000 2007 X X X X 40 City of Anaheim Harding Water Users Project 1,350 8 Ductile Iron 250,000 2006 X X X 41 City of Anaheim Amberwood Water Main Replacement Project 4,600 8 PVC 735,000 2006 X X X 42 City of Pomona Districts 4, 5, & 6 Water Main Replacement Project 22,400 6, 8,10,12 Ductile Iron 2,700,000 2006 X X X X X 43 City of Anaheim Northfield Avenue and Willamette Drive Water Main Replacement Project 1,210 8 PVC 312,500 2005 X X X 44 City of Anaheim Katella Water Main Replacement Project 6,400 12 Ductile Iron 350,000 2005 X X X X 45 City of Sierra Madre Water Main Replacement Projects 1,940 6 Ductile Iron 200,000 2005 X X 46 City of Anaheim Twin Peak Water Main Replacement Project 2,100 8 Ductile Iron/PVC 500,000 2004 X X 47 City of Torrance I-25 Water Main Replacement Project, Phase II 22,540 6, 8 Ductile Iron 2,000,000 2004 X X X 48 City of Riverside Rumsey Drive and University Drive Water Main Replacement Project 6,000 8 Ductile Iron 600,000 2004 X X X

WATER PIPELINE PROJECTS
Material Construction
Cost ($)
Complete
(Year)
Services Provided
Site
Study Design
Cost
Est.

Constr.

Mngmt
Constr.

Eng.

Constr.

Inspec.

No. Agency Project Size (Inches) Length
(Feet)
Water Pipeline Table: Page 1 of 2

3.A.5.b
Packet Pg. 418 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water,

WATER PIPELINE PROJECTS
Material Construction
Cost ($)
Complete
(Year)
Services Provided
Site
Study Design
Cost
Est.

Constr.

Mngmt
Constr.

Eng.

Constr.

Inspec.

No. Agency Project Size (Inches) Length
(Feet)
49 City of La Habra Two Mobile Home Park Rehabilitations 6,000 8 PVC 1,500,000 2004 X X X X 50 Long Beach Water Dept. Cast Iron Main Replacement: Long Beach Blvd. Project 5,000 6, 8, 12 Ductile Iron 600,000 2003 X X X 51 City of Torrance I-20 Water Main Replacement 1,500 6,8 Ductile Iron 130,000 2003 X X X 52 City of Azusa Dalton Avenue Water Main Replacement 6,300 30 Ductile Iron 1,000,000 2003 X X X 53 City of Pomona Miscellaneous Pipeline Projects: Group 3 (Dist. 1 - Ph. 2 & Dist. 3 - Ph. 2) 24,600 6, 8, 12, 16 Ductile Iron 2,000,000 2003 X X X X X X 54 City of Pomona Miscellaneous Pipeline Projects: Five (5) Priority 1 Projects 24,000 6, 8, 10 Ductile Iron 2,000,000 2002 X X X 55 City of La Palma City Yard Pipeline 100 14, 16 Steel 50,000 2002 X X X 56 City of Riverside Highgrove Water Main Replacement 9,600 8 Ductile Iron 900,000 2002 X X X X X 57 City of Riverside Arroyo Drive Water Main Replacement 5,800 4, 8 Ductile Iron 600,000 2002 X X X X X 58 City of Pomona 30" Transmission Water Main 11,800 30 Steel 2,400,000 2002 X X X X X X 59 City of Pomona 12" Water Main on San Antonio Avenue 5,800 8, 12 Ductile Iron 210,000 2002 X X X X X 60 City of Pomona Potable Water Pipelines for Commercial, Rebecca, & Myrtle Avenue 5,600 8, 10 Ductile Iron 395,000 2001 X X 61 City of Torrance Water Main Replacement 2000-2001: Artesia Boulevard 16,700 6, 8, 10, 12 Ductile Iron 1,500,000 2001 X X X X 62 City of Torrance Recycled Water Distribution Pipeline 2000-2001: Artesia Boulevard 17,600 8 PVC/Ductile Iron 1,100,000 2001 X X X X 63 City of Pomona CM & Inspection Services for Five Pipeline Replacement Projects 28,000 6, 8, 10, 12 Ductile Iron 2,000,000 2001 X X X 64 City of Chino Hills Chino Avenue 20" Waterline Extension 1,900 20 Steel 200,000 2000 X X X 65 Elsinore Valley MWD Lakeshore 12" Waterline Replacement 6,000 12 Ductile Iron/PVC 500,000 2000 X X X X 66 City of Pomona 20" Reclaimed Water Main Under the 71 Freeway 400 20 Ductile Iron 50,000 2000 X X 67 City of La Palma Replacement of 10" Asbestos Cement Pipe 1,000 10 PVC 33,000 1999 X X X X X 68 West Basin MWD Carson Regional Recycling Water Plant: 14" Brine Line 27,000 14 HDPE 4,114,000 1999 X X 69 City of Pomona Hawthorne Place Water Main Replacement 600 8 Ductile Iron 20,000 1999 X 70 West Basin MWD El Segundo Recycled Water Lateral 5,900 0 PVC 309,300 1998 X X X X 71 City of Torrance Water Main Replacement: Prairie Avenue 2,100 4, 6, 8, 12 Ductile Iron 182,400 1998 X X X X 72 City of Arcadia Campus Drive Water Main Project 4,700 8, 12 Ductile Iron/Steel 390,000 1997 X 73 East Pasadena Water Co. Water Main on Oakdale Avenue & Woodward Boulevard 1,100 8 PVC 50,000 1997 X X X 74 City of Tustin Water Main Replacement 4,600 6, 8 PVC 294,000 1997 X X X 75 City of Torrance Water Main Replacement: 1997-98 19,000 6, 8, 12 Ductile Iron 1,276,000 1997 X X X 76 City of Cerritos Potable Water Main in Carmenita Road 1,600 16 Ductile Iron 326,000 1997 X X X 77 City of Pomona Hillcrest Drive Water Main 4,800 6, 8, 10 Ductile Iron 365,000 1997 X X X 78 City of Pomona Well No. 28 Water Line Improvements 1,500 8 Ductile Iron 75,000 1997 X X X 79 City of Arcadia 12" Waterline on Colorado Boulevard 1,200 12 Ductile Iron 75,000 1996 X 80 City of Torrance Water Main Replacement - Torrance Boulevard 9,500 6, 8, 12, 16 Ductile Iron 650,000 1996 X X X 81 City of Arcadia Water Pipelines: 1st Avenue & Foothill Boulevard 3,000 12 Ductile Iron 300,000 1995 X X 82 City of Torrance Water Main Replacement - Phase II 28,400 6, 8, 12 Ductile Iron 1,800,000 1995 X X X X X 83 City of Torrance Water Main Replacement - Phase I 21,000 6, 8, 10, 12 Ductile Iron 1,630,000 1994 X X X X X X 84 City of Glendale Brand Park Reclaimed Water Project 20,000 8, 10, 12, 16 Steel/PVC 1,200,000 1994 X X 85 CSU, San Luis Obispo Potable Water Mains 11,000 8, 10, 12, 16 PVC 500,000 1994 X X 86 City of San Fernando Water Main Installation 14,700 8, 12 Ductile Iron 800,000 1994 X 87 City of Simi Valley Lilac Lane Tank Water Pipeline 1,000 12 Ductile Iron 20,000 1994 X X 89 City of Cerritos Reclaimed Water Pipelines 7,700 6 PVC 400,000 1992 X X X 90 City of Pomona Water Pipelines 16,200 6, 8, 10 Ductile Iron 800,000 1992 X X X 91 City of Pomona Water Pipelines 54,400 6, 8, 10, 12 Ductile Iron 3,100,000 1992 X 92 City of Azusa Water Main Improvements 8,500 8, 12 Ductile Iron 500,000 1992 X X X X X 93 City of La Palma City Yard Pipeline 100 14 Steel 20,000 1991 X X X 94 City of Arcadia Live Oak Water Facilities 1,000 24 Steel 100,000 1991 X 95 City of Whittier Well Nos. 15, 17, & 18 1,500 20, 24 Steel 150,000 1991 X X X X 731,530 Feet $113,707,800
139 Miles
TOTALS =
Water Pipeline Table: Page 2 of 2

3.A.5.b
Packet Pg. 419 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water,

WASTEWATER/SEWER EXPERIENCE
Site Cost Constr. Constr. Constr.

Study Est. Man. Eng. Inspec.
1 City of Manhattan Beach Cycle 2 Sewer Main Improvements, including 25 point repairs 2,150 6 & 8 CIPP & VCP 1,400,000 2020 X X
2 City of Whittier Sewer Main Phase 1 11,000 10 PVC 4,100,000 2,019 X X 3 City of Monterey Park Sewer Improvements along Atlantc Boulevard 3,700 12 VCP 1,700,000 2019 X X 4 City of Manhattan Beach Cyle 1 Sewer Main Replacement 430 24 CIPP 450,000 2019 X 5 City of Alhambra Main Street Sewer Replacement 1,860 12 VCP 1,085,000 2019 X X 6 City of Norwalk FY 2017/18 Sewer Main Repair Project 13,880 8-15 CIPP 578,000 2019 X X 7 City of Norwalk FY 2016/17 Sewer Rehabilitation Project 7,400 8-12 CIPP 70,000 2018 X 8 City of Norwalk FY 2015/16 Sewer Rehabilitation Project 8,900 8 CIPP 870,000 2017 X 9 City of Inglewood Sewer Main Replacement, Phase I 5,300 8-15 VCP 1,500,000 2018 X X 10 City of Monterey Park Sewer Spot Repairs & CIPP Installation 9,370 8 CIPP 707,000 2017 X 11 City of Alhambra Valley Blvd./Almansor St. Sewer Replacement Project 3,210 30, 36 VCP 3,700,000 2016 X X 12 City of Santa Monica 2014 Annual Wastewater Improvement Citywide 5,500 8 VCP 400,000 2015 X X 13 City of Sierra Madre Sewer Plan for West Grand View Avenue 400 8-10 VCP 241,000 2014 X X 14 City of Pomona Sewer Pipeline Replacement Citywide (Phase II) 840 8 VCP 370,000 2014 X X 15 Long Beach Water District Cement Sewer Pipe Rehabilitation Replacement, Group 2 15,000 8 CIPP 315,000 2014 X X 16 City of South Pasadena Sewer Improvements on Arroyo Drive, Huntington Drive, Marengo Avenue and Meridien Avenue 4,200 4,6,8,10 VCP 620,000 2012 X X 17 City of Pomona Sewer Replacement D Project No. 586-86-18 800 8 VCP 204,000 2012 X X 18 City of Arcadia Baldwin Avenue Sewer Capacity Improvement Project 900 15 VCP 500,000 2012 X 19 City of Irwindale Martin Road Sewer Lift Station ---- ---- ---- 450,000 2010 X X 20 City of Lynwood Sewer Main Replacement Project in the intersection of Imperial Highway and Long Beach Boulevard 400 8 VCP 230,800 2009 X X 21 City of Norwalk Replacement of the Pumps at the Curtis & King Sewer Lift-Station ---- ---- ---- 150,000 2008 22 West Basin Municipal Water District Anza Avenue Recycled Water Lateral at Sepulveda Boulevard 200 6 PVC 66,000 2007 23 City of La Palma Sewer Master Plan for the City of La Palma ---- NA NA ---- 2005 X 24 City of Cypress Modification of Sewer System at the Intersection of Lincoln Avenue and Moody Street 300 8 VCP 300,000 2005 X X 25 City of La Habra Rehabilitation of Two Mobile Home Parks 300 6 VCP 1,500,000 2004 X X 26 City of Hermosa Beach Reconstruction/Rehabilitation of Sewer on Pacific Coast Highway between 24th Street and Gould Avenue 1,000 8 VCP 1,200,000 2003 X X 27 City of Hermosa Beach Sewer Reconstruction for the City’s Loma Area Improvements Project 2,700 6, 8, 12 VCP 570,000 2003 X X 28 City of Pomona Sewage Pump Station No. 3 Replacement 2,400 10, 21 VCP 2,300,000 2002 X X 29 City of South Pasadena Sewer Repairs on Huntington Drive, Diamond Avenue, and Glendon Way 1,000 6, 8 VCP 200,000 2000 X X X 30 City of South Pasadena Construction Engineering Services for Sewer System Improvement Phase I 1,500 6, 8 VCP 300,000 1999 X 31 West Basin Municipal Water District Design of Brine Line for the Carson Regional Recycling Water Plant 27,000 14 DIP 4,114,000 1999 X X 32 West Basin Municipal Water District Design of PVC/Reclaimed Water Pipelines Water Mains for the El Segundo Lateral in the City of El Segundo 5,900 12 PVC 309,300 1998 X X 33 City of Arcadia Deficiency Study of the Sewer and Drainage System and Preparation of Hydraulic Model Data Base for Trunk Sewer Lines ---- Various Various ---- 1998 X X X
34 City of Compton 8-inch through 15-inch Diameter Sewer Mains 7,700 8, 15 VCP 1,200,000 1992 X X 35 City of Baldwin Park 8-inch Diameter Sewer from Merced Avenue along Ohio Street, Kenmore Avenue, and Private Property to Walnut Street 800 8 VCP 200,000 1992 X X
36 City of Compton Prioritized Sewer Improvement Program for the entire 150 miles of the City's sewer system. 792,000 Various Various 24,000,000 1991 X X X 37 City of Cerritos Construction of 7,700 feet of 6-inch Diameter Reclaimed Water Pipelines in Three Different Streets 7,700 6 PVC 350,000 1991 X X TOTAL= 945,540 Feet $56,250,100
179 Miles
Services Provided
No. Agency Project Length
(Feet)
Size
(Inches) Material Constr. Cost ($)
Complet
e (Year) Design

3.A.5.b
Packet Pg. 420 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water,

WELL EXPERIENCE
No. Agency Project Name No. of
Wells
Old/New Depth
(ft)
Pump
Capacity
(gpm)
Treatment
Facilities
Constr. Cost
($)
Year
Completed Demolition
Study -
Water
Quality
Equipping Siting Design Cost
Est.

Constr.

Mng.

Constr.

Eng.

Constr.

Inspec.
1 City of Monterey Park Centralized Groundwater Treatment System 1 New ---- 7,400 gpm UV-AOP 8,300,000 2018 X X 2 City of Lynwood Well No. 22 1 New 130 2,500 gpm --- 1,500,000 2017 X X X X 3 Crescenta Valley Water
District Well No. 2 1 Existing ---- 150 gpm Biological 1,245,000 2017 X X X X 4 Veolia Water
Services/City of Rialto Wells 1 & 2 2 New 8,000 2,000 gpm ---- 1,500,000 2015 X X X X 5 City of Lynwood Well No. 22 Pump House Facilities & Site Improvement 1 New 600 2,500 gpm ---- 1,500,000 2015 X X X X X 6 City of Rialto Construction and Euipping of a New Replacement Well to Replace Older Well No. 3 1 New 900 1,500 gpm ---- 2,000,000 2015 X X X X X X 7 City of Glendora Well 14 Pump House/Controller 1 New 600 350 gpm ---- 1,500,000 2012 X X X X 8 City of Lynwood Permanent Destruction of Two Deep Municipal-Supply Water Wells 2 Old 800 ---- ---- 200,000 2009 X
9 City of Lynwood Siting, Design, and Construction of One New Municipal-Supply water well 1 New 1,100 2,000 gpm ---- 1,500,000 2009 X X X X 10 City of Lynwood Replacement of an Existing Sand Separator at the City’s Well No. 9 with a new Lakos model sand separator 1 Old ---- ---- New Lakos model
sand separator 81,000 2009 X X
11 City of La Palma Demolition and Removal of the Facilities and Abandonment of the Water Well at the site of Swager Well 1 Old ---- ---- Removal of
existing facilities ---- 2002 X
12 City of La Palma
Design of On-Site Sodium Hypochlorite Generating Systems at the Walker Well and City Yard Sites. The Project was
awarded the 2008 “Project of the Year” by APWA
1 Old ---- ----
Sodium
Hypochlorite
Generating
Systems and
Sand Separators
800,000 2008 X X X X X
13 City of South Pasadena Improvements to Wilson Well No. 2 1 Old ---- 1,100 gpm
and 200 hp ---- ---- 1998 X X
14 City of Torrance Evaluatation of the Feasibility of Locating a New Well at a New Site 1 New ---- ---- ---- ---- ---- X
15 City of Torrance Preparation of plans and specifications for the installation of the Elm Avenue Chemical Storage and Metering Facility 1 New ---- ---- Chlorine residual
analyzer, sodium
hypochlorite and
ammonia facilities
---- 1995 X X
16 City of Torrance Rehabilitation of Wells No. 4 and 5 2 Old ---- ---- ---- ---- ---- X X X 17 City of Whittier Drilling and Equipping Two Existing Water Supply Wells (Wells No. 17 and 18), and Improvement of Well No. 15 3 Old ---- 6,000 gpm
each ---- 800,000 1991 X X X
18 City of Whittier Feasibility of Upgrading Two Existing Wells (Wells No. 9 and 11) 2 Old/New ---- ---- ---- ---- 1991 X X
19 City of Arcadia Treatment Facility to Remove TCE and PCE 2 New ---- ---- Air Stripping 400,000 1984 X X X X X X TOTAL= 21 Wells $21,326,000
Services Provided

3.A.5.b
Packet Pg. 421 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On- SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION I: COMPANY PROFILE Page 1 of 3
SECTION IV: DESCRIPTION AND APPROACH

APPROACH TO MANAGING PROJECTS
SA Associates has over 32 years of experience managing public works projects ranging from small to large size.

We use our expertise to tailor each individual project awarded, to comply with agency’s needs and expectations, local and state regulations within the established schedule, resulting in the most cost-effective project. It allows us to foresee potential conflicts and delays, speed the permit process, establish specific QA/QC goals, provide better engineering methodologies during design and construction, and to establish better communication with all parties involved in the project.

Our approach to your project is based on four principles that are essential for the success of your project. These principles are:

1. Providing the most qualified project manager and project team

2. Ongoing communications with the City staff

3. Direct principal involvement

4. We are committed to providing you with a quality project and service.

We will implement and adhere to these principles continuously throughout the project.

PROJECT MANAGEMENT/TEAM EXPERIENCE
As you will see throughout this proposal, our Team has considerable experience in the management of various civil engineering projects. SA Associates has worked on numerous similar projects in the last several years. Our previous knowledge and experience on similar projects gives us an advantage in providing the most innovative solutions to difficult design issues. Our project team has worked together on several project management projects in the recent past. This cohesiveness will be a great benefit to you in the preparation of the design.

COMMUNICATIONS
Communications is an important element of the design of your project. We will provide design submittals and deliverables in the proper format for your review and use. We will meet with City staff on a regular basis to keep the City informed on progress and issues affecting the design.

DIRECT PRINCIPAL INVOLVEMENT
A commitment to principal involvement in every project is a cornerstone of our success. Project Management is personally directed by our principal. He is directly involved in project oversight and quality control issues throughout the project. This results in a personalized service to every client with ease of communication and responsiveness to your project needs.

OUR COMMITMENT TO THE CITY OF SAN JACINTO
SA Associates is committed to provide and deliver to the City the highest quality project design, implementing proven and successful design techniques resulting in a systematic approach to obtain optimum value for your dollars spent. Our aim is to provide you with an economical design without affecting performance and reliability.

PROJECT UNDERSTANDING
It is our understanding that the City of San Fernando Public Works Department (City) is seeking to pre-qualify Engineering Consultants to augment staff in the design of water, wastewater, and stormwater infrastructure projects on an On-Call basis. The City is anticipating a number of large scale and complex infrastructure projects, such as well and potable water treatment plant improvements, that require engineering support. The contracts will be for a minimum 3-year term.

Upcoming projects may include the following:

3.A.5.b
Packet Pg. 422 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION IV: DESCRIPTION AND APPROACH Page 2 of 3
• Water: Potable Water Design Pipeline Engineering and Potable Water (Production) including Wells, Treatment Plant, Reservoirs, and Pressure Regulating Facilities; and Potable Water Master Plan Update and Water Financial Plan Update
• Wastewater Sanitary Sewer Design and Wastewater Master Plan Update • Storm Water Design

SCOPE OF WORK
As defined in your RFP, we will provide engineering services as required under your scope of services, which will serve as the basis for the Project. We will execute each of these tasks through our proposed Scope of Work that includes the following:

1. Conducting Engineering Assessments of Water and Sewer Infrastructure: SA Associates will conduct utility research & notification, staff interviews, topographic survey, hydraulic studies and/or modeling, potholing, geotechnical investigations, field visits/inspections, CCTVs and/or other methods to assess physical pipe conditions, review/update of current and future capital programs, review/development of operations and maintenance programs, permit compliance, cost and schedule performance, safety programs, others, as required based on the specific project needs.

2. Preparing Water and Sewer Master Plans: We clearly understand the need for a detail road map (master plan) to be used as a guide for those important decisions the City has to make in regards to public infrastructure.

SA Associates will compile and analyze data, identify facilities needs and other technical elements, conduct hydraulic modeling, implement schedules and financial planning, perform a baseline study to analyze current conditions, projecting future requirements and regulations to meet planned growth, perform a water supply and wastewater collection treatment if any, estimate future requirements to mitigate risk, develop a CIP, create a capital works procurement strategy, assess environment impact, others.

SA Associates will include stakeholders in the development of a master plan and will emphasize research on future requirements and demands to meet growth which determine the capital expenditures over the planning horizon.

SA Associates will also pay attention to climate change which has presented significant challenges to the integrity of water resources and has place increased risk on water infrastructure, therefore resiliency and robustness of infrastructure will be addressed in the master plan.

It is important to keep in mind that a master plan cannot remain static, rather it has to be updated regularly to incorporate changing real-world conditions in order for it to remain useful, relevant, and accurate, and to successfully achieve its goal of helping the City to meet present and future needs.

3. Design and Preparation of Water and Sewer Main Construction Plans (Including Specifications): Plan preparation will include plan and profile views at determined scales. Plans will be typically submitted on full-size (24x36) regular bond, edge-bound paper. Plans will reflect design details pertaining to the specific project, if necessary.

Typical design submittals will include different preparation stages (i.e. 30%, 60%, 90%, and 100% Final stages) for City’s review and comment. Submittals will be in PDF format. Hard copies will also be provided upon request.

Mylars with wet signatures and CAD files with the respective reference files will also be provided upon approval of the Final design.

SA Associates will develop Engineer’s Quantity and Cost Estimates based on the Project design.

We will also prepare and submit specifications including front-end documents, special and technical provisions, in accordance with “Standard Specifications for Public Works Construction, ‘Green Book’” (Latest Edition) and with the City’s Standard Plans and Specifications. We will coordinate with City Staff to obtain the most current Specifications Template for use/reference. We will ensure that specifications clearly convey technical information for quality acceptance, performance characteristics, and permissible construction methods in line with the City’s expectations, latest engineering practices, and local, state, federal regulations.

3.A.5.b
Packet Pg. 423 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION IV: DESCRIPTION AND APPROACH Page 3 of 3

4. Bid Preparation and Analysis: SA Associates will be responsible for the professional quality, technical accuracy and the coordination of all final bid documents. We will assist the City with bidding the project, responding to bidder’s questions, attending the pre-bid meeting, preparation of any addenda, analyzing bid accuracy, correct submittal of all forms and bid requirements, comparison of bids, determining lowest responsible bidder, and providing a recommendation for award to the City.

5. RFI and Project Submittal Reviews: Assist the City in providing clarification to contract documents and responses to Requests for Clarification (RFC) and Requests for Information (RFI). Also, assistance will be provided to the City in the preparation of bid addenda as necessary to address RFCs/RFIs.

Review Contractor’s submittals and respond to RFCs/RFIs. Provide change order review and meet with the City to discuss change orders and construction issues.

6. Construction Support Services, Including Field Investigation, if needed: SA Associates approach to providing construction support services is to enforce the contract documents and other applicable regulations, to develop and maintain clear lines of communication between all project parties. to be proactive in identifying issues, and to work diligently and effectively toward resolution of issues.

SA Associates will ensure improvements are constructed per project plans and specifications on schedule and within the proposed budget while minimizing change orders. We will make certain the contractor obtains all pertinent permits and/or easements required, confirms underground service locations, procures insurances and bonds as solicited in contract documents, and provides updated construction schedules.

We will closely coordinate construction materials orders, startup and commissioning, public outreach, traffic control, public and crew safety, utility shutdowns, schedule monitoring, progress meetings, management of change orders, while keeping daily records of all construction activities and maintaining open communications channels.

Provide As-Built Drawing Set reflecting the redlines of the contractor and inspector following completion of construction.

7. Providing Guidance for Short-Range and Log-Range CIP Development: We will provide guidance based on the analysis of an inventory of existing facilities, critical need of reinvestment, status of previously approved projects, City’s financial capacity, projects priority, so as to develop a CIP financing plan, adopt a CIP program, monitor approved projects, identify geographic areas where investments can address multiple policy priorities simultaneously, update capital programs to serve the City as planning tool for community’s capital expenditure.

The shorter range CIP plan will cover 5 to 10 years in a more specific and detailed manner and can include up to 20 years with the latter 10 years being less detailed. The long- range (20+ years) plans will be generalized but can provide good information to the system about the magnitude and timing of major capital investments.

8. General Water and Wastewater Engineering Support Services, As-Needed: SA Associates will perform engineering and related services for water and wastewater projects on an as needed, task order basis. We will provide personnel and equipment to perform engineering design on a wide array of water/sewer projects including, but not limited to:
• General engineering and hydraulic studies
• Analysis and review of data
• Technical document development, review and presentation • Topo, geotechnical, potholing, modeling, environmental and other pertinent specialty services • Preparation of construction documents including plans, specifications, estimates and bid packages • Project Management
• Construction engineering support services
• Construction Management and Inspection

3.A.5.b
Packet Pg. 424 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION V: COMPANY DISCLOSURE Page 1 of 1
SECTION V: COMPANY DISCLOSURE
SA Associates attests that it has no past or current business or personal relationship with any current San Jacinto elected official, appointed official, City employee, or family member of any current San Jacinto elected official, appointed official, or City employee.

There are no any administrative proceedings, claims, lawsuits, or other exposures pending against SA Associates.

3.A.5.b
Packet Pg. 425 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION VI: PROFESSIONAL SERVICES AGREEMENT Page 1 of 2 SECTION VI: PROFESSIONAL SERVICES AGREEMENT
We have reviewed the sample Professional Services Agreement in the RFQ, and have the following comments:

3.2 Responsibilities of Consultant.

3.2.8 Standard of Care; Performance of Employees. Consultant shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Consultant represents and maintains that it is skilled in the professional calling necessary to perform the Services. Consultant warrants represents that all employees and subconsultants shall have sufficient skill and experience to perform the Services assigned to them. …

3.2.10 Laws and Regulations; Employee/Labor Certification. Consultant shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Consultant shall be liable for all violations of such laws and regulations in connection with Services. If Consultant performs any work knowing it to be contrary to such laws, rules and regulations, Consultant shall be solely responsible for all costs arising therefrom. Consultant shall defend, indemnify and hold City, its officials, directors, officers, employees, agents, and volunteers free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability to the extent found to be arising out of any negligent failure or alleged failure to comply with such laws, rules or regulations.

3.2.11 Insurance.

3.2.11.3 Insurance Endorsements.
(C) Professional Liability (Errors & Omissions): (1) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium. (2) Contractual Liability Exclusion Deleted: This insurance shall include contractual liability applicable to this Agreement. The policy must “pay on behalf of” the insured and include a provision establishing the insurer’s duty to defend the insured.

3.2.12 Water Quality Management and Compliance.

3.2.12.3 Standard of Care. Consultant warrants represents that all employees and subcontractors shall have sufficient skill and experience to perform the work assigned to them without impacting water quality in violation of the laws, regulations and policies described in Section 3.2.12.2 of this Agreement.

Consultant further warrants represents that it, its employees and subcontractors have or will receive adequate training, as determined by the City, regarding these requirements as they may relate to the Services.

3.2.12.4 Liability for Non-compliance.
(A) Indemnity: Failure to comply with laws, regulations, and ordinances listed in Section 3.2.14.2 of this Agreement is a violation of federal and state law. Notwithstanding any other indemnity contained in this Agreement, Consultant agrees to indemnify and hold harmless the City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, losses or liabilities of any kind or nature which the City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the laws, regulations, and ordinances listed above, to the extent found to be arising out of or in connection with Consultant’s negligent acts, errors or omissions in performance of the Services, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers. (B) Defense: City reserves the right to defend any enforcement action or civil action brought against the City for Consultant’s failure to comply with any applicable water quality law, regulation, or policy.

3.A.5.b
Packet Pg. 426 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) SECTION VII: PROESSIONAL SERVICES AGREEMENT Page 2 of 2 Consultant hereby agrees to be bound by, and to reimburse the City for the costs associated with, any settlement reached between the City and the relevant enforcement entity. (C) Damages: City may seek damages from Consultant for delay in completing the Services to the extent found to be caused by Consultant’s negligent failure to comply with the laws, regulations and policies described in Section 3.2.12.2 of this Agreement, or any other relevant water quality law, regulation, or policy.

3.6 General Provisions.

3.6.6 Indemnification.

3.6.6.1 To the fullest extent permitted by law, Consultant shall defend (with counsel of City’s choosing), indemnify and hold the City, its officials, officers, employees, volunteers, and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, in any manner to the extent found to be arising out of, pertaining to, or incident to any negligent acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subconsultants or agents in connection with the performance of the Consultant’s Services, the Project or this Agreement, including without limitation the payment of all damages, expert witness fees and reimbursement of reasonable attorney’s fees and other related costs and expenses. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Consultant, the City, its officials, officers, employees, agents, or volunteers.

3.A.5.b
Packet Pg. 427 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 1130 W. Huntington Drive, Unit 12
Arcadia, CA 91007
Tel 626.821.3456
Fax 626.445.1461
www.saassociates.net

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Packet Pg. 428 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, SOQ for On-Call Engineering Services (Water/Wastewater/Stormwater) FEE SCHEDULE Page 1 of 1

CITY OF SAN JACINTO

ON-CALL ENGINEERING SERVICES
(WATER/WASTEWATER/STORMWATER)

FEE SCHEDULE

HOURLY CHARGE RATE AND EXPENSE REIMBURSEMENT SCHEDULE
Position Hourly Rates
Project Coordinator $225.00
Engineer $165.00
Structural Engineer $190.00
Electrical Engineer $190.00
CAD Designer $102.00
Secretary $ 98.00
Surveyor (Two-Person Crew) $260.00
Reimbursable In-House Costs
Photo Copies $ 0.15/each
Blueprints $ 0.50/S.F
Vehicle mileage, between engineer's office and project site and/or client offices, will be billed at
$ 0.62/mile
Other Reimbursables
Reproduction, special photograph, printing, and any other services performed by subcontractor will be billed at
cost + 15%
Postage Delivery Service, Express Mail cost + 15%
NOTE: All rates listed above are effective to December 31, 2022 *Rates for subsequent years will be based on CPI. Rates for subsequent years begin on January 1st.

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Packet Pg. 429 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
On-Call Engineering Services (Water/Waste Water/Storm Water), bidding on 02/04/2022 11:00 PM (PST)

Page 1 of 1 ends

Printed 02/07/2022
PlanetBids, Inc.

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Packet Pg. 430 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Wastewater, and)

3.A.5.b
Packet Pg. 431 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, February 4, 2022
Mr. Arthur Mullen, Chief of Public Utilities
City of San Jacinto
595 South San Jacinto Avenue
San Jacinto, CA 92583
Subject: Request for Qualifications for On-Call Engineering Services for Water/Wastewater/Stormwater Dear Mr. Mullen:

Thank you for the opportunity to present materials outlining TKE Engineering’s qualifications to provide professional engineering and project support services to the City of San Jacinto (City). Enclosed herein is our proposal. TKE is a full service, multi-disciplinary consulting firm highly qualified to perform the services required and we are enthusiastic about the opportunity to assist the City. TKE does not have any conflicts of interest in providing the described services. Further, TKE provides services to public sector clients only, avoiding potential conflicts with the development community.

Why should the City choose TKE to provide consulting engineering services? Please consider the following:

A. Our Team – The City will benefit greatly by continuing the vision, leadership, and dedication to community exhibited by TKE’s project team. TKE’s numerous accomplishments and management skills will help maintain continuity in the delivery of the services. In particular, Terry Renner, TKE’s Senior Vice President, project manager, and primary contact, is a registered civil engineer licensed in the State of California and a Qualified SWPPP Developer and Practitioner. Mr. Renner has a vast amount of similar experience which extends from project planning to design and continues through bidding and construction. His excellent project and construction management skills will provide a great benefit to the City. In particular, his experience with “cutting edge” creative engineering techniques focused on cost control, ensure that projects provide the maximum value for the public’s investment. Some of Mr. Renner’s key strengths are communication, organization, and issue resolution. Mr.

Renner’s effective communication skills ensure that all stakeholders are constantly advised of project progress.

His proactive organizational program effectively manages his schedule, documents action items with required follow-up, and continuous budget and schedule reviews will anticipate needs for future action items. Lastly, Mr.

Renner’s ‘can do’ approach to all project issues always results in resolution. Mr. Renner prides himself in maintaining a professional working relationship with each stakeholder regardless of conflict. His perseverance and vast knowledge and experience of issues will resolve challenges while protecting the City’s interests. The City will find that Mr. Renner’s team approach provides the ‘best working partnership’ to meet the City’s engineering needs.

Supporting Mr. Renner will be TKE’s key personnel, including Steven Ledbetter, Steve Nix, Ron Musser and Octavio Parada. C Below will be used for any potholing services if required. Each of these employees will remain in-place throughout the term of the contract. There will not be any changes in personnel during the contract duration without the City’s approval.

B. Qualifications and Experience – TKE is a firm capable of managing and delivering municipal consulting engineering services. We specialize in project management, design and construction administration of all types of, water, wastewater, recycled water, storm drain, and flood control basin, public works projects. TKE currently provides engineering services for numerous Municipalities and is extremely familiar with the requirements to successfully complete all of the project services listed in this RFP.

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Page 2 of 2 ends

Mr. Arthur Mullen
Request for Qualifications for On-Call Engineering Services for Water/Wastewater/Stormwater February 4, 2022
In addition, TKE’s experience includes a comprehensive understanding of Water, Wastewater and Storm Water Standard Plans, American Water Works Association (AWWA) Standards, the Standard Specifications for Public Works Construction (Green Book), Caltrans Standard Plans and Specifications, project scheduling programs (including critical path methodology relating to interagency and interdepartmental coordination), and Caltrans Local Assistance project processing. TKE also routinely provides grant writing and administration services for numerous Cities through Southern California, will also greatly benefit the City.

C. Our Commitment – TKE is committed to providing high quality, efficient services to meet all of the City’s needs. If desired, we will meet with EVWD staff regularly to discuss requirements and scheduling needs. In addition, we will be in contact with project stakeholders as often as required to keep projects proceeding efficiently, on schedule and within allocated budgets. It is this personal touch and contact that define our ‘local service’ approach. We consider ourselves community builders and take ownership of services requested from TKE, ensuring that our personnel will be allocated on an as needed basis in order to complete all projects on schedule and within budget.

Our broad array of services and in-house team provide the City a trusted consultant to turn to in any challenge, no matter how simple or complex. We pride ourselves in the management and completion of special, atypical projects and thrive on challenging budgets and deadlines. It is this commitment to service and diverse array of offerings that makes us unique and drives our long-standing relationships with our client base, and it is these qualities that make us ‘the right fit’ for the City’s water, wastewater and storm water needs. Understanding that all aspects of the project are important, our team brings TKE management level professionals to projects ensuring that every aspect receives full and comprehensive consideration.

All of TKE’s resources will be committed to the City’s needs as they arise. We encourage the City to verify our performance with our professional references provided in the proposal.

D. Our Value – TKE’s management team and staff are fundamentally committed to creating value in each task that we perform. As such, we have created a professional culture wherein each member of our staff constantly strives for increased efficiency, ultimately allowing us to provide highly professional services at competitive rates.

This culture of constant value creation and increased efficiencies ensures that the services contracted to, and provided by TKE, will always mean good stewardship of resources.

E. Authorization – TKE’s proposal is signed by a principal of the firm who is authorized to bind TKE to the terms of the proposal and shall be incorporated in its entirety as a part of this proposal.

F. Exceptions – TKE has reviewed the provided sample services agreement and takes no exceptions.

Thank you for your consideration. TKE would very much appreciate the opportunity to interview with the City and introduce our team in person, to the City staff. If you have any questions, please call me at (951) 680-0440 or e-mail me at [email protected].

Sincerely,
Terry Renner, P.E., Q.S.D.

Senior Vice President
TKE Engineering, Inc.

3.A.5.b
Packet Pg. 433 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water,

Section 1 | Cover Letter
Section 2 | Company Profile
Section 3 | Organization and Staff
Section 4 | Firm Qualifications
Section 5 | Description and Approach
Section 6 | Company Disclosures
* Project Fee Proposal in Separate File
Prepared for:
595 South San Jacinto Avenue
San Jacinto, CA 92583
Contact: Arthur Mullen,
Chief of Public Utilities
Phone: (951) 487-7330
Email: [email protected]
Prepared by:

TKE Engineering, Inc.
2305 Chicago Avenue
Riverside, CA 92507
Contact: Terry Renner, P.E., Q.S.D.

Senior Vice President
Phone: (951) 680-0440
Email: [email protected]

TABLE OF CONTENTS

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Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 2 | COMPANY PROFILE
SECTION 2 | COMPANY

PROFILE
A. COMPANY

O V ER VIEW
TKE is a full-service, local, multidisciplinary firm with a wide range of experience in water, wastewater, recycled
water, storm water and public works
improvement projects. TKE employs a
team of 42 engineers, construction managers,
surveyors, inspectors, drafters, and
administration support staff and is a
certified small business in the state of
California. More than 90% of TKE’s core staff
has been with us for ten years or more,
creating an extremely cohesive team.

TKE is a firm capable of managing and
delivering municipal water, wastewater
and storm water consulting engineering
services. We specialize in project
management, design and construction
administration of all types of public works
projects including water, wastewater,
recycled water, storm water, and flood control
basin improvement projects but as extends to
street widening, pavement
restoration, street enhancements,
roundabouts, pedestrian and bike
enhancements, traffic signal modifications,
signing and striping, parks, and other public
works maintenance projects.

As described in our proposal, TKE has a vast
amount of pipeline, storage, delivery and
treatment design experience, having designed
over 100 miles of water pipe, 80 miles of
gravity and force main wastewater pipe, 50
miles of storm drain pipe and channel
improvements, 20 retention/detention basins,
and more than 30 reservoirs, lift stations, pump
stations, pressure reducing stations, and
TKE Engineering, Inc. | AT A GLANCE
City/District Engineer
TKE is the City/District Engineer in 6
Cities/Districts including Mission
Springs Water District and Lake
Arrowhead Community Services District
Staff Augmentation
TKE currently provides Staff
Augmentation in 10 Cities / Counties /
Districts
Municipal On-Call
Contracts
TKE currently provides Civil Engineering
Design, Project Support, and Survey
services for more than 30 Cities /
Counties / Districts throughout
Southern California
Size of Organization
42 Professional Engineers, Project
Managers, Surveyors, Plan Checkers,
Inspectors, Designers, Construction
Managers, and Support Staff
Location of Office
TKE Engineering, Inc.
2305 Chicago Avenue
Riverside, CA 92507
Years in Business
TKE has conducted business for the
past 22 years and has 22 years of
experience in providing water,
wastewater and storm water design
services for municipal client projects
Company Structure
TKE is a California Corporation founded
in June 2000. TKE has no affiliates or
subsidiary companies. California
Business License Number: 00109901
TKE DIR No. 1000413173
Firm Owners
Michael P. Thornton, P.E., P.L.S., M.S.
– President
Terry Renner, P.E., Q.S.D. –
Senior Vice President
Steven W. Ledbetter, P.E. - Vice
President
City of San Jacinto Point
of Contact
Terry Renner, P.E., Q.S.D.

Senior Vice President
2305 Chicago Avenue
Riverside, CA 92507
Phone: (951) 680-0440
Email: [email protected]

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Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 2|COMPANY PROFILE
wastewater treatment systems over the past 22 years.

We specialize in the successful completion of large and small projects with tight budgetary and scheduling
constraints. TKE’s broad range of successful services
includes turnkey program and project management
and delivery for a diverse array of water and
wastewater design projects, including large and small
diameter CML& C, WSP, DIP, and PVC for water and/or
recycled water projects, PVC, HDPE, RCP and VCP for
wastewater projects. Our storm water experience
includes design of PVC, RCP, CMP and HDPE pipe
diameters ranging from 12” to 144”, multiple cell
reinforce concrete box and rectangular and trapezoidal
channel construction projects. TKE’s vast experience
includes every aspect of water, waste water and storm
water system construction.

TKE is currently the district engineer in Mission Springs Water District and Lake Arrowhead Community
Services District as well as the City Engineer/Public
Works Director for 4 cities in southern California. We
have provided engineering services for more than 60
water districts and municipalities and are extremely
familiar with the requirements to successfully complete all of the water, wastewater and storm water services
listed in this RFP. TKE’s broad range of successful
services also includes turnkey programs, grant funding
management, and delivery for a diverse array of
projects. A brief list of on-call municipal clients
together with projects that TKE has successfully
completed is presented in our proposal. The City of San Jacinto (City) will benefit from our broad range of
experience through our intimate understanding of the
common pitfalls for each project variation and our past history of successfully overcoming these challenges.

In addition, TKE’s experience includes a
comprehensive understanding of standard plans for
water, wastewater and storm water systems, American
Water Works Association (AWWA), Standard
Specifications for Public Works Construction (Green
Book), Caltrans Standard Plans and Specifications,
project scheduling programs (including critical path
methodology relating to interagency and
interdepartmental coordination), and Caltrans Local
Assistance project processing. Finally, TKE’s extensive funding administration experience will also greatly
benefit the City. TKE routinely provides grant writing
and administration services for numerous Districts,
Agencies, and Cities throughout Southern California.

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Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 3 | ORGANIZATION & STAFF
Project Manager
Water / Wastewater Design
Pipeline Design
/ Drainage Design
Cost Estimating
Project / Utility Coordination
Terry Renner, P.E., Q.S.D.

TKE Engineering, Inc.

Director of Survey
Topographic Survey Mapping
Right-of-Way Engineering
Ron Musser, P.L.S.

TKE Engineering, Inc.

Project Manager
Pipeline Design
/ Drainage Design
Cost Estimating
Project / Utility Coordination
Octavio Parada
TKE Engineering, Inc.

Project Manager
Water / Wastewater Design
Reservoirs
Booster/Lift Stations
Reports / Studies
Steven Ledbetter, P.E.

TKE Engineering, Inc.

SECTION 3 | ORGANIZATION & STAFF

ORGANIZATION

SUPPORT TEAM
(40+ Members)
Michael Thornton, P.E., P.L.S. | President/City Engineer Justin Schlaefli, P.E., T.E., P.T.O.E. | Project Manager Michelle Arellano, P.E. | Senior Plan Check Engineer Bob Doss, P.E. | Project Manager Dennis Donahue, P.E., P.L.S., Q.S.D. | Senior Plan Check Engineer Jennifer Cioffi, P.E. | Project Manager
Gabor Pakozdi, P.E., Q.S.P./Q.S.D. | Senior Plan Check
Engineer Brian Wolfe, P.E. | Senior Engineer
Monae Pugh | Traffic Engineering Specialist Steve Nix, P.E., P.L.S. | Senior Engineer Brett Enscoe | Survey Party Chief Shelby Kelley, EIT | Associate Engineer Mycal Balta | Survey Rodman Marvin Lara, EIT | Associate Engineer Steve Dukett | Managing Director Development Services Travis Bradshaw | Assistant Engineer Stephen Biscotti | Senior Public Works Inspector Kristine Macalma | Project Manager Jeff Lantosh | Senior Public Works Inspector Jose Martinez | Associate Engineer Kathleen Robles | Development Project Manager Alex Estepa | Associate Engineer Brad Enscoe | Senior Public Works Inspector Jose Hernandez | Associate Engineer Patrick Palafox | Senior Public Works Inspector Metehan Gumustekin | Associate Engineer Brian McDuffie | Senior Public Works Inspector Tyler Ault | Senior Public Works Inspector Nelson Blackwell | Senior Public Works Inspector Chance Renner | Assistant Engineer Michael Counce | Senior Electrical Inspector Jayden Renner | Engineering Technician Cynthia Sotelo | Proposal Coordinator Nyesha Burnatte | Engineering Technician Michelle Sells | Accounting/Office Manager Daniel Melero | Engineering Technician Deana Vilches | Clerical Jeannette Barlow | Clerical
Claire Thornton | Clerical Tracey McLoughlin | Clerical Project Manager
Water / Wastewater Design
Pipeline Design
Street / Drainage Design
Cost Estimating
Project / Utility Coordination
Steve Nix, P.E., P.L.S.

TKE Engineering, Inc.

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Packet Pg. 437 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Page |4
Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 3 | ORGANIZATION & STAFF

TERRY RENNER,
P.E., Q.S.D.

TKE Engineering, Inc.

PROJECT MANAGER

EDUCATION
BS, Civil Engineering, California State
Polytechnic University, Pomona

REGISTRATIONS
P.E. License Number 69984 (CA)
Qualified SWPPP Developer and
Practitioner #24329

CERTIFICATIONS
Caltrans SWPPP Certified QSP/QSD
PM-10 Certified

AFFILIATIONS
American Public Works Association
American Council of Engineering
Companies of California
American Water Works Association
Mr. Renner is the Senior Vice President of TKE and has over 22 years of experience in civil engineering infrastructure projects, including water transmission and storage improvements, wastewater conveyance and treatment improvements, transportation improvements, drainage improvements, transportation improvements, facilities improvements and recreation improvements. He has managed numerous projects and has delivered projects for the East Valley Water District, the City of San Bernardino Municipal Water Department, Elsinore Valley Municipal Water District, Western Municipal Water District, Mission Springs Water District, West Valley Water District, Lake Arrowhead Community Services District, Rubidoux Community Services District, San Antonio Water Company, Maywood Mutual Water Company No. 1, and more than 20 cities water departments. As a project manager, Mr. Renner has been responsible for design production, supervising a staff of engineers and drafters, coordinating work between the production team and the client, and for submitting all deliverables in a timely manner. As a construction manager, Mr. Renner has been responsible for supervising a staff of inspectors, construction coordination and scheduling, utility relocation coordination, public relations, submittal review, coordination with subconsultants, weekly progress meetings, request for information responses, storm water management, progress payments, change order review and negotiations, labor compliance, and project closeout. He has successfully delivered a wide variety of complex and challenging projects and is dedicated to ensuring that the plans produced by TKE continue to exceed industry standards.

DETAILED PROJECT EXPERIENCE
• Baseline Gardens Consolidation Project, East Valley Water District, San Bernardino, CA – Mr. Renner provided project and construction management services for the Baseline Gardens Consolidation Project which is located in the City and Unincorporated Area of San Bernardino County north of Baseline Road. Proposed improvements provided replacement of all existing water main, service laterals and meters and appurtenances for the previously owned Baseline Gardens Mutual Water system which was consolidated by East Valley Water District with State grant funding. TKE provided construction management and inspection services for approximately 18,000 linear feet of water system replacement improvements and 480 service laterals including, pipeline, valves, fire hydrants, meters and appurtenances.
• 2017-18 Annual Water Replacement Program, City of Hesperia, CA – Mr.

Renner was the Project Manager for this project which consists of replacement of 42,600 linear feet of 4” aging pipelines with 8-inch pipe and related appurtenances. Typical pipeline appurtenances for the project include, control valves, fire hydrants, air vacuum release valves, blowoffs, and water service piping to construct to the existing water meters which will remain. In addition, the project includes over 60 connections to existing water mains.
• Recycled Water Pipeline Project, City of Hesperia, CA – Mr. Renner was the Project Manager for this project which consists of construction of 8 miles of recycled water pipelines ranging for 16” to 8” in diameter including, plan and profiles, specifications, cost estimates, and DWR funding

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Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 3 | ORGANIZATION & STAFF
management. In addition, TKE is providing construction assistance services, grant funding management and inspection for pipeline construction.
• Pacific Avenue 16” and 12” Water Pipeline Improvements Project, City of Jurupa Valley, CA – Mr. Renner was the Project and Construction Manager for this project which consists of 5,525 linear feet of 16” and 12” ductile iron and polyvinyl chloride pipe, including connection to existing system, construction of new water system infrastructure, bore and jack with 24” steel casing, meter connections, appurtenances and demolition and abandonment of required existing facilities.
• “I” Street Pipeline – City of San Bernardino Municipal Water Department, CA – Mr. Renner is Project Manager of this project, which consists of the construction of 2,300' of 16" and 3,700’ of 20” ductile iron pipe. The project included hanging the pipe beneath a flood control bridge crossing of the Devil’s Creek and BNSF permitting for bore and jack crossing of railroad at Rialto Street, along with coordination with other agencies. • 1158 Zone Recycled Water Program, City of Fontana, CA – Mr. Renner was the Project Manager and Design Engineer for this project, which TKE prepared preliminary engineering report, utility permitting, plans, specifications, and estimates for the construction of approximately 50,000 linear feet of recycled water mains ranging from 6” to 24” in diameter. The project included San Bernardino County Flood Control District bridge crossings, DWR pipeline crossings and Southern California Edison easement crossings. TKE prepared a preliminary engineering report that identified potential users, projected use amounts alignment alternatives to provide service, environmental impacts and service retrofits. TKE also assisted with a funding application and processing of the application with the State of California State Water Resource Control Board. • 1720 Zone West Transmission Main Pipeline – City of San Bernardino Municipal Water Department, CA - Mr. Renner was Project Manager for this project which consisted of the construction of 14,500' of 36" cement mortar lined and coated steel pipe, Metropolitan Water District and San Gabriel Valley Water district encroachment permits, San Bernardino County Flood Control District, US Army Corp of Engineers, and Department of Fish and Game permitting for pipeline bore and jack crossing of Devil’s Creek Diversion Channel/Cable Creek, BNSF permitting for bore and jack crossing of railroad at Palm Avenue, and coordination with other agencies for tieins to the proposed reservoir site. • Belleview and Vine Streets Alley Main Replacement Project, City of San Bernardino, CA – Mr. Renner was the Project Manager and Design Engineer for this project, which provided construction of 2,400 linear feet of 8-inch ductile iron pipeline and appurtenances and 132 water services along Vine Street and Bellevue Street. The project included removal of all water meters from the rear side of the properties and construction of new meters on the street frontage.
• College Pipeline - City of San Bernardino Municipal Water Department, CA - Mr. Renner was Project Manager for this project. This project consisted of the construction of 2,500' of 24" and 36" ductile iron pipe, including restrained length calculations, joint specifications, system appurtenances, connections to the existing system, coordination with San Bernardino County Flood Control and BNSF Railroad for a railroad crossing encroachment permit, and coordination with other agencies for tie-ins to the proposed booster station.
• In-Line Well Booster Pump and Chlorination Injection Replacement Project, Maywood Mutual Water Company #1, City of Huntington Park, CA – Mr. Renner was the Project Manager, Design Engineer and Construction

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City of San Jacinto
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Manger for this project, which TKE prepared plans, specifications, and estimates for the construction of in-line booster pumps for the installation of a manganese filtration plant capable of flowrates up to 1500 gpm in the City of Huntington Park. The redundant booster pumps are required to boost the water from well pump #4 through the filtration system and into the 70-foot tall welded steel reservoirs. The project included replacement of all well head piping and pump to waste discharge lines as well as the replacement of the existing chlorine chemical feed pumps with a vacuum chemical feed system to prevent chemical injectors from routine maintenance problems.
• Manganese Treatment Facility and 0.5 MG Reservoir Project, Maywood Mutual Water Company #1, City of Huntington Park, CA – Mr. Renner was the Project Manager, Design Engineer and Construction Manager for this project, which TKE prepared plans, specifications, and estimates for the construction of a grant funded 70-foot tall welded steel reservoir replacement project and a fully redundant manganese filtration plant capable of flowrates up to 1500 gpm in the City of Huntington Park. The project included the removal of a structurally deficient steel reservoir and construction of the proposed welded steel reservoir including a ring footing with 45-foot deep 3-foot diameter caissons to combat liquefaction issues. The reservoir removal and replacement is located within fifteen feet of an existing 70-foot tall 2 million gallon steel reservoir to be protected during construction
• Ogden Reservoir Pipeline - City of San Bernardino Municipal Water Department, CA – Mr. Renner was Project Manager for this project. This project consisted of the construction of 7,385' of 36" ductile iron pipe, including restrained length calculations, joint specifications, system appurtenances, connections to the existing system, transit analysis, coordination with Caltrans to tie into a proposed waterline and Department of Water Resources for encroachment permits, and coordination with other agencies for tie-ins to the proposed booster station and reservoir site. • Holly Drive Reservoirs, San Antonio Water Company, Upland, CA – Mr.

Renner served as Project Manager for this project to construct two new 120,000-gallon welded steel water storage reservoirs at the Holly Drive Tank Site. This project includes extensive earthwork and retaining walls of up to 20’ in height to accommodate the proposed reservoirs and the demolition of an existing 60,000-gallon reservoir. Additionally, TKE is managing all CEQA and permit compliance efforts for the project. • Holt Boulevard Sewer Improvements, City of Ontario, CA – Mr. Renner served as Project Manager for this project evaluating existing conditions of Holt Boulevard Trunk Sewer and developed recommendations to repair the partially constructed sewer system. The trunk sewer contains numerous construction deficiencies including sags of as much as 10-inches, slipped joints, unsuitable bedding, failed trenches, and failed compaction. TKE designed removal and replacement sections along with Cured In Place Pipe (CIPP) slip lined sections within the 25-foot deep sewer system. The system includes both 24” and 30” diameter VCP sewer pipe and is very flat with slopes of 0.0012 feet per foot. Services included records research, coordination with agencies, preliminary analysis report, hydraulic calculations, cost estimating, topographic survey, design, forensic engineering, permitting, and bidding and construction support services. • Tilton Avenue Sewer Improvements, Phase I, Jurupa Valley, CA – Mr.

Renner served as Project Manager for the Tilton Street Sewer Improvements Project is located in the City of Jurupa Valley on Tilton Avenue between approximately 800 feet east of Riverview Drive and

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Rubidoux Boulevard. This project consisted of the construction of 1,900 linear feet of 12” vitrified clay sewer pipe, manholes, laterals, diversion manholes to abandon the existing undersized 10” sewer and connections to existing sewer manholes. Proposed waste water system improvements provide relief for the existing 10” sewer which has insufficient capacity to convey current and proposed development flows. Services included design, permitting, surveying, construction administration, construction inspection, coordination with agencies and consultants, and construction staking.

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STEVE

LEDBETTER,
P.E.

TKE Engineering, Inc.

PROJECT MANAGER

EDUCATION
B.S, Civil Engineering, California
State Polytechnic University,
Pomona

REGISTRATIONS
P.E. License Number 84044 (CA)

AFFILIATIONS
Riverside-San Bernardino Counties
Branch, American Society of Civil
Engineers
American Public Works Association
American Council of Engineering
Companies of California
American Water Works
Associations
Mr. Ledbetter has over 21 years of professional experience in the civil engineering industry. He has handled various critical and challenging projects from planning through design and implementation; all while ensuring that projects are executed as per specification in the stipulated time with quality. He has a well-rounded background with experience in: preparation and analysis of improvement plans and specifications for potable and non-potable water, wastewater, and drainage; utility master planning including computer modeling, analysis, and report preparation; water resource planning and management including feasibility studies, urban water management planning, water supply assessments and verifications, integrated regional water management planning, and groundwater management planning; storm water compliance reporting including water quality management plans and storm water pollution prevention plans and; and grant writing and administration for various State and Federal agency programs.

DETAILED PROJECT EXPERIENCE
• Mission Springs Water District, Desert Hot Springs, CA - Mr.

Ledbetter is currently serving Mission Springs Water District as its District Engineer. He is working with staff to manage more than $30 million in water and wastewater improvement projects. In addition, Mr. Ledbetter supports the District in several regional water resource planning elements, including Integrated Regional Water Management and Sustainable Groundwater Management. Services include budget development and management, technical analysis, capital project planning and delivery, management of other consultants, and presentations to their board of directors.
• West Valley Water Reclamation Program, Mission Springs Water District, CA – Mr. Ledbetter is providing program management services for the development and construction of the District’s West Valley Water Reclamation Program (WVWRP). The WVWRP includes
planning, design, and construction of a regional wastewater treatment plant, interceptor conveyance system, and local wastewater collection systems. Mr. Ledbetter is managing the completion of the WVWRP, including: participation and management of funding acquisition; staff, board, consultant, funding agencies, and public coordination and communications; assessment district formation; State Revolving Fund (SRF) and grant application processing; State invoicing and reporting; environmental compliance processing; preliminary engineering preparation; plans, specifications, and cost estimates (PS&E) preparation; bidding and construction; and all related services to successfully complete the WVWRP.
• Chino Basin Watermaster, Rancho Cucamonga, CA – Mr. Ledbetter served as the City of Upland’s representative on administrative and water resource matters at Chino Basin Watermaster. Mr. Ledbetter represents the City at pool and committee meetings and technical workshops ensuring the City’s interests are protected. Mr. Ledbetter is currently overseeing the development of a Storage Management Plan, Optimum Basin Management Plan, and Safe Yield Recalculation, amongst other items. Mr. Ledbetter routinely meets with the City to

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discuss current issues, provide input, and receive direction on all Watermaster items.
• Canyon Creek Resort Water Supply Assessment, Norco, CA - The proposed Canyon Creek Resort development includes 551 dwelling units of low and medium density residential, hotel lodging, and 213 acres of open space within the eastern portion of the City of Norco. The development has an estimated water demand of 448 acrefeet per year. As project manager, Mr. Ledbetter is providing an assessment of the projects water demand and water supplies available to serve the development over a 20-year period, including normal, single dry, and multiple dry water years.
• Well 42 Design and Construction, Desert Hot Springs, CA - Mr.

Ledbetter is providing project and construction management services for the design and construction of Well 42. The project includes the preparation of plans, specifications, and estimates, and provided construction management and inspection services for the construction of a new potable water production well capable of flowrates up to 2,000 gpm in the City of Desert Hot Springs. The new production well will replace an existing production well that was placed on standby due to uranium contamination. The project includes well drilling and development, equipping the well, well building, and drainage and site improvements. The project is funded, in part, by a Proposition 84 Integrated Regional Water Management grant. Services include grant administration, records research, coordination with agencies and consultants, cost estimating, environmental coordination, permitting, bidding, construction management, construction staking, and inspection.
• Groundwater Quality Protection Program Areas H and I Sewer Project, Desert Hot Springs, CA - Mr. Ledbetter is the project manager for the preparation of bidding documents for two areas in MSWD’s Groundwater Quality Protection Program (GQPP), a septic to sewer conversion program. The Project includes approximately 25,000 linear feet of 8” vitrified clay pipe sewer improvements, including 676 4” service laterals. Once complete, MSWD will abate approximately 465 existing septic tanks that are impacting groundwater quality. The project includes records research, conventional topographic surveying, coordination with agencies, hydraulic calculations, preliminary design, cost estimating, geotechnical investigation, environmental coordination, preparation of construction plans and specifications, permit acquisition, and grant funding administration.
• Coachella Valley Regional Water Management Group (CVRWMG) – Beginning in 2016 and continuing through today, Mr. Ledbetter represent Mission Springs Water District (District) at technical coordination and public outreach meetings related to the Integrated Regional Water Resource Management Program in the Coachella Valley. His responsibilities included representing the District at the meetings, review of technical memorandums and other project deliverables, assistance with grant funding applications, grant administration, and presentations to the District’s board of directors and public. While representing the District at these meetings, Mr.

Ledbetter was responsible for review of the 2018 Coachella Valley Integrated Regional Water Management and Storm Water Resource Plan update.
• Horton Wastewater Treatment Plant Odor Control, Desert Hot Springs, CA - Mr. Ledbetter is the project manager for the preparation of plans,

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specifications, and estimates for the construction of an odor control system for the District’s existing Horton Wastewater Treatment Plant. The proposed vapor phase odor control system will service the influent pump station and headworks facilities. The project will significantly reduce odor emissions to neighboring residential developments. The project includes coordination with the Regional Water Quality Control Board, Air Quality Management District, other agencies, vendors, and consultants. Services include records research, coordination with agencies, vendors, and consultants, design, cost estimating, technical and benefit cost analysis, regulatory agency coordination, permitting, bidding, construction management, construction staking, and inspection.
• Well 33 Solar Project, Mission Springs Water District, CA – Mr.

Ledbetter is providing project and construction management services for the development and construction of a 1.0 megawatt solar photovoltaic system in the City of Desert Hot Springs. When complete, the project will offset approximately 25-percent of the District’s energy consumption. In addition, Mr. Ledbetter assisted with the preparation of a grant application for the District through AQMD, a regional governmental agency responsible for meeting air quality health standards. The District was successful in achieving $3.3 million in funding for the renewable energy project. TKE provided the following services: grant preparation and administration, funding and consultant agreement preparation, preparation of bid documents, design-build contractor procurement, design review, SCE interconnection coordination, construction administration, and coordination with District staff and Board, consultants, funding agencies, and public. • “I” Street Water Main, San Bernardino Municipal Water Department, CA – Mr. Ledbetter provided design engineering services for the project that included 7,200 linear feet of 16” and 20” pipe and related appurtenances; permitting with both San Bernardino County Flood Control District and Burlington Northern Santa Fe; crossing an existing bridge over a flood control channel by hanging pipe between existing girders; crossing a railway using jack and bore; and connections newly constructed transmission main and stub-outs for future expansions. • Calimesa Creek Storm Drain and Basin Improvements, City of Calimesa, CA – Mr. Ledbetter is serving as the Project Manager for the Calimesa Creek Storm Drainage Improvements Project, located in the City of Calimesa along County Line Road between the Interstate 10 Freeway and 5th Street. The proposed project is planned to provide 100-Year flood protection to the City’s Downtown Business District. In addition, the project will provide groundwater recharge of storm water, environmental restoration and enhancement, and increased protection to existing developments. The project will include environmental assessment and processing, preliminary engineering and project scoping, design, right-of-way acquisition, EPA funding coordination and management, and additional drainage system improvements.
• Vulcan Basin, City of Fontana, CA – Mr. Ledbetter provided preliminary civil design services for a flood control and aquifer recharge basin project. The project consisted of a 2,000 acre-foot retention and detention basin utilizing an abandoned formerly mined pit including 900,000 cubic-yards of earthwork, inlet, outlet, and spillway facilities, 7,100 linear feet of 24” recycled waterline and appurtenances, 21,800 linear feet of 144” to 48” reinforced concrete

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pipe storm drain. On behalf of the City, TKE successfully prepared a grant application for Proposition 1E funding. The project included hydrology and hydraulic analyses, preliminary basin sizing and grading plans, cost estimates, environmental compliance, land and right-ofway acquisition, aerial mapping, and related civil engineering services. • Vista Del Agua Water Supply Assessment, City of Coachella, CA – The proposed Vista Del Agua development includes 1,640 single family and multi-family residential units on 275 acres of vacant land within the northern sections of the City of Coachella with an estimated water demand of 1,317 acre-feet per year. In accordance with SB 610, TKE provided an assessment of water supplies available to serve the development over a 20-year period, including normal, single dry, and multiple dry water years. Mr. Ledbetter was the project manager, providing the following services: records research, Project specific water demand analysis, City wide water supply and demand analysis, report preparation, and community meetings.
• DHS 109 Industrial Park Water Supply Assessment and Water Supply Verification, Desert Hot Springs, CA – The proposed DHS 109 Industrial Park development includes a total of 1,284,180 square feet of industrial floor area on 110 acres in the City of Desert Hot Springs with an estimated water demand of 910 acre-feet per year. As project manager, Mr. Ledbetter provided an assessment of the projects water demand and water supplies available to serve the development over a 20-year period, including normal, single dry, and multiple dry water years. In addition, Mr. Ledbetter provided verification that adequate water supplies exist to serve the project.
• Horton Wastewater Treatment Plant Belt Filter Press, Mission Springs Water District, CA – Mr. Ledbetter assisted with civil design services for the design and relocation plans for a skid mounted belt filter press with screw conveyor. The project included design of mounting walls, grated platform walkways, stairs, and piping connections to sludge line, wash water and filtrate drains at the District’s Horton Wastewater Treatment Plant.
• Water Master Plan Update, City of Coachella, CA – The City of Coachella retained TKE to prepare an update to the City’s previous 2007 Water Master Plan (WMP). The WMP evaluated the City’s existing water system and planned the facilities to meet increase future water demands. The evaluation included future planned development projects and the City’s most current General Plan Update report. Mr.

Ledbetter provided input analysis for water model development and assisted with preparing the update report; including land use and population projections, and a capital improvement plan forecasting out to the year 2035. The project included significant coordination with the City and the future La Entrada Development team.

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RON

MUSSER,
P.L.S.

TKE Engineering, Inc.

DIRECTOR OF SURVEY

REGISTRATIONS
P.L.S. License Number (CA): 4230

AFFILIATIONS
American Council of Engineering
Companies of California
Mr. Musser has over 53 years of experience in performing field and office surveying and plan checking services for public and private projects including roadway and highway projects. He has performed design topographic surveying and construction staking on all of TKE’s respective design and construction management projects and map checking over the past 14 years. In addition, he has prepared records of survey, parcel maps and tract maps in San Bernardino County, Riverside County, San Diego County, Orange County and Los Angeles County. He has performed boundary, topographic, ALTA, and precise level surveys as well as Global Positioning Surveys. Mr. Musser currently provides map checking services to the cities of Calimesa, Upland, Azusa, Pico Rivera and El Monte.

DETAILED PROJECT EXPERIENCE
• I” Street Pipeline – City of San Bernardino, CA – Mr. Musser is Project Surveyor of this project, which consists of the construction of 2,300' of 16" and 3,700’ of 20” ductile iron pipe, including restrained length calculations, joint specifications, system appurtenances, connections to the existing system, San Bernardino County Flood Control District permitting for pipeline hanging under “I” Street bridge crossing of the Lytle Creek Channel, and SANBAG permitting for bore and jack crossing of railroad at Rialto Avenue. Proposed water system improvements provide a transmission main from the newly constructed pipelines in 2nd Street, Mill Street and Inland Center Drive for adequate water system conveyance
• 1158 Zone Recycled Water Program, City of Fontana, CA – Mr.

Musser served as the Project Surveyor for this project, which TKE prepared preliminary engineering report, utility permitting, plans, specifications, and estimates for the construction of approximately 50,000 linear feet of recycled water mains ranging from 6” to 24” in diameter. The project included San Bernardino County Flood Control District bridge crossings, DWR pipeline crossings and Southern California Edison easement crossings. TKE prepared a preliminary engineering report that identified potential users, projected use amounts alignment alternatives to provide service, environmental impacts and service retrofits. TKE also assisted with a funding application and processing of the application with the State of California State Water Resource Control Board.
• 11th Street Improvements, City of Upland, CA - The 11th Street Water System, Sewer, Storm Drain and Street Improvements Project is located in the City of Upland north of the Interstate 10 Freeway on 11th Street between Monte Vista Avenue and Benson
Avenue. Proposed water system upgrades were designed for pipe sizes of 8” through 12” to replace existing under sized and aged water mains. Proposed 8” sewer was constructed to allow service to all businesses within the improvement area. 100 year storm protection was installed by constructing the 90” through 54” storm drain main line and complete street improvements were provided to serve and

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better protect new proposed developments and existing
businesses. Conventional ground design survey and design services, including preparation of plans, specifications and estimates were provided by TKE for approximately 2,600 linear feet of street improvements, 4,000 linear feet of drainage improvements, 1,600 linear feet of sewer improvements, 5,000 water improvements, lighting and signing and striping improvements.
• 1720 Zone West Transmission Main Pipeline – City of San Bernardino, CA - – Mr. Musser served as Project Surveyor for this project. This project consisted of the construction of 14,500' of 36" cement mortar lined and coated steel pipe, including restrained length calculations, joint specifications, system appurtenances, connections to the existing system, Metropolitan Water District and San Gabriel Valley Water district encroachment permits, San Bernardino County Flood Control District, US Army Corp of Engineers, and Department of Fish and Game permitting for pipeline bore and jack crossing of Devil’s Creek Diversion Channel/Cable Creek, BNSF permitting for bore and jack crossing of railroad at Palm Avenue, and coordination with other agencies for tie-ins to the proposed reservoir site. Proposed water system improvements provided a transmission main from the Palm Avenue Reservoir to the newly constructed Ogden Reservoir for adequate water system conveyance.
• San Bernardino Avenue Trunk Sewer, City of Fontana, CA - This project consisted of approximately 19,500 linear feet of 48-inch and smaller vitrified clay and reinforced concrete pipe sewer, two siphons, including bore and jacked pipe and casings, and numerous diversion gates for flow diversion. The trunk sewer was constructed on San Bernardino Avenue between Cypress Avenue and Mulberry
Avenue. The facility was constructed to convey 25 million gallons of wastewater to a proposed lift station, which will convey the water to IEUA’s regional plant number 4. TKE provided project and construction management and inspection services. In addition, TKE provided construction staking and topographic surveying throughout the completion of the project.
• San Bernardino Avenue/Etiwanda Avenue Force Main, Inland Empire Utilities Agency, City of Fontana, CA – Mr. Musser served as Project Surveyor for this project, which provided 8,360 linear feet of 24-inch and 30-inch parallel DIP force mains and PVC electrical and fiber optic conduits.
• Stuart Avenue Storm Drain Improvements, City of Redlands, CA-Mr.

Musser provided topographic design survey and construction staking for approximately 4,500 linear feet of RCP storm drain pipeline ranging from 18-inch diameter to 120-inch diameter and 700 linear feet of waterline improvements within Caltrans right-of-way. The inspection included storm drain installation, including manholes, junction structures, catch basins and connection to existing open channel.

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STEVEN NIX,
P.E., P.L.S.

TKE Engineering, Inc.

PROJECT MANAGER

EDUCATION
Chaffey College, Alta Loma, CA

AFFILIATIONS
Riverside-San Bernardino Counties
Branch, American Society Of Civil
Engineers (ASCE)
American Public Works Association
(APWA)

REGISTRATIONS
California Professional Civil
Engineer No. 56810
California Professional Land
Surveyor No. 8146
Mr. Nix, has over 39 years of experience as a Civil Engineer. He has worked on a variety of development projects, ranging in size from small to very large, as the municipal agency’s technical review staff. He has provided development project screen checks, responded to development community inquiries, accepted submittals on behalf of agencies, determined project impacts, developed conditions of approval, presented projects to planning commissions, prepared council agenda reports, performed plan checks, seamlessly executed the entitlement process, as well as many other municipal development services. In addition, Mr. Nix has served several cities as it’s resident engineer in other capacities including the City of Chino, City of Chino Hills, City of Montclair, City of Ontario, City of Fontana, City of Riverside, and Chino Basin Municipal Water District in both the public and private sectors. He has served the City of Upland as the Sanitary Sewer Specialist and East Valley Water District as the Director of Engineering and Operations. His experience includes design and construction management of all types of civil engineering projects ranging from single and multi-family residential, commercial and industrial development projects, public works projects including street, sewer, water, storm drain improvements, water wells construction including wellhead treatment, sewage and water pump stations, water reservoirs as well as sewage treatment and transmission.

1. DETAILED PROJECT EXPERIENCE
• Director of Public Works, Montclair, CA - Mr Nix served as Director of Public Works for the City of Montclair. His project experience includes wet utility relocations necessary to support the extension of the Metro Rail from San Bernardino to Redlands and the Central Avenue Rehabilitation Project between Phillips Blvd and Arrow Route in the City of Montclair. He also provided contract support for plan check services for all Development Projects within the City of Montclair. This included review of entitlement processing and review of all improvements plans and mapping needed to facilitate new development projects, he also provided design, QA/QC and shop drawing review required for Land Development projects.
• Director of Engineering and Operations, East Valley Water District, Highland, CA Mr Nix served as the Director of Engineering and Operations for the East Valley Water District. He was responsible for daily operations and managing the Capital Improvement Program which averages $5-6M of improvements to District facilities per year.

The Operations Division included both water and wastewater and served approximately 102,000 residents within City of Highland and portions of both City and County of San Bernardino. The Water Division also operates a 8 MGD surface water treatment plant which provides about 1/3 of the potable water used within the District. • City Engineer, City of Chino Hills, CA- Mr Nix served in several capacities throughout his decade of services at the City of Chino Hills.

As the Assistant City Engineer, he was responsible for review of all aspects of the Land Development process which included entitlement, improvement plan review, and oversight of construction inspection for all projects within the City. He was also responsible for oversight of the Capital Improvement Program including budgeting, design,

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construction management and inspection services. Upon promotion to City Engineer, under direction of the City Manager, he was responsible for all aspects of operation of the Engineering Department. His oversight included department operating budget, Land Development, Capital Improvement Program, Traffic Engineering as well as liaison to the City Public Works Commission and other outside agency committees. As a Licensed Land Surveyor he also functioned as City Surveyor and signatory to all final maps processed within the City.

Mr. Nix has extensive water and wastewater engineering experience including water system improvements, sewer system improvements, and reclaimed water system improvements projects. While serving as City Engineer for the City of Chino Hills, he was the primary person involved with the IEUA Sewer Tech Committee. This committee included representatives from all local agencies provided sewer and recycled water service by Inland Empire Utilities Agency. He also served as second in command for the Public Works Director in matters involving groundwater pumping and/or recharge activity through the local Watermaster. Mr. Nix has also served several other cities as its engineer and other capacities including City of Montclair, City of Ontario, City of Fontana, City of Chino, City of Riverside, and Chino Basin Municipal Water District.
• On-Call Plan Checking Services, Various Cities, CA - Mr. Nix has provided on-call plan checking services to several local Southern California Cities. His experience includes providing plan checking services for several small and large tract developments, single family residential units, and commercial retail centers. His services have included development project screen checks, responding to development community inquiries, performing plan checking for grading, street, storm drain, landscaping, street lighting, traffic signal, SWPPP, erosion control, and WQMP plans, as well as conducting all facets of municipal development related services.

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OCTAVIO
PARADA
TKE Engineering, Inc.

PROJECT MANAGER

EDUCATION
Bachelors of Science (B.S),
Autonomous University of Baja
California, Mexico (UABC)

CERTIFICATIONS
Certificate (1996),
Traffic Engineering for highways,
Secretary of Transport and
Communication (SCT-Mexico)
Certificate (2007),
CAD Pilot Boot Camp
for Civil 3D,
CVIS
Mr. Parada has over 24 years of progressive experience in civil engineering in the public works sector as well as the private sector. He is result-driven, proactive and detail-oriented with a proven track record of successfully handling and delivering a wide variety of complex and challenging projects. He is dedicated to ensure that projects exceed industry standards and consistently finishing under budget and schedule. Through his career, Octavio has accumulated extensive experience in planning, designing and project completion for more than 30 miles of roadways, street widening, medians, traffic calming, roundabouts, signing and striping modifications, bicycle lanes, pedestrian facilities for major corridors, arterials, collectors and residential streets, including water improvements, sewer improvements, drainage improvements, grading plans and computerized system modeling for drainage master plans. Finally, Octavio has worked in the private sector for commercial and industrial development as technical director managing projects from the conceptual stage, through planning, designing, bidding, construction, and project completion under project specifications and exceeding client expectations.

DETAILED PROJECT EXPERIENCE
• 1158 Zone Recycled Water Program, City of Fontana, CA – Mr.

Parada Assisted in the design and preparation of approximately 50,000 linear feet of recycled water mains ranging from 6” to 24” in diameter.

The project included San Bernardino County Flood Control District bridge crossings, DWR pipeline crossings and Southern California Edison easement crossings. The project included preparation of preliminary engineering report that identified potential users, projected use amounts alignment alternatives to provide service, environmental impacts and service retrofits. Assistance with a funding application and processing with the State of California State Water Resource Control Board.
• San Bernardino Avenue Street Improvements, City of Fontana, CA – Mr. Parada Assisted in the design and preparation of approximately 8,800 linear feet of street median, sidewalk and storm drain improvements along San Bernardino Avenue. The project which is located in the City of Fontana north of Interstate 10 Freeway and East of the Interstate 15 Freeway from Commerce Drive to Cherry Avenue.

The proposed median and sidewalk improvements minimize turning movements providing for increased vehicular capacity, corridor beautification, and improved traffic and pedestrian safety. The project contemplated utility and railroad coordination for the relocation and adjustment of various utility improvements (i.e., power poles, meters, vaults, etc.) and the railroad crossing upgrade; Preparation of legal descriptions, right-of-way acquisition plats, temporary construction easement plats.
• Foothill Boulevard Median and Traffic Signal Improvements, City of Fontana, Phase II, CA – Mr. Parada Assisted in the design and preparation of 1,900 linear feet of median, traffic signal installation, and street widening improvements. The project is between Oleander Avenue and Juniper Avenue. Project components included

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construction of ultimate street widening, median, curb and gutter, sidewalk, traffic signal installation, median landscaping and lighting, striping, and onsite private improvements. The project was a federally funded project (HSIP) which was administered through Caltrans Local Assistance.
• Fontana Avenue and Arrow Boulevard Safe Routes to School, City of Fontana, CA – Mr. Parada Assisted in the design and preparation of 5,900 linear feet of ADA and pedestrian enhancement project. The project includes construction of proposed curb, gutter, sidewalk, curb ramp, bike lane improvements, utility relocations, storm drain modifications, private improvement restoration and signing and striping
• Tyler Street, Street Improvements, City of Riverside, CA – The Tyler Street, street improvements project is located in the Southwest Riverside area between Wells Avenue and Hole Avenue. Proposed improvements will provide for corridor beautification and improved traffic and pedestrian safety. Mr. Parada Assisted in the design and preparation of approximately 6,200 linear feet of street widening, bike lane extension and median improvements. Preparation of legal descriptions, right-of-way acquisition plats, temporary construction easement plats and grant and easement deeds for 49 separate parcels. • Opal Basin, City of Redlands, CA – Mr. Parada Assisted in the preparation of hydrology and hydraulic analysis, site development and grading design for the proposed Opal Basin which is located on the north east corner of Citrus Avenue and Opal Avenue, in an unincorporated area of the County of San Bernardino. Currently the site is used as a citrus grove and has been for many years. Under the proposed design, the site would be graded to hold 830-acre feet of storm and recharge waters and include a walking trail around the basin. The basin would retain much of the same appearance as currently exists from the perimeter preserving at the property boundary.
• Rosemead Boulevard at Telestar Avenue Intersection
Improvements, City of El Monte, CA – Mr. Parada Assisted in the design and preparation of the Rosemead Boulevard at Telestar Avenue Intersection Improvements. The Project is located in the City of El Monte immediately south of the Interstate 10 Freeway on Rosemead Boulevard (SR-19) between Whitmore Street and the Interstate 10 Freeway. Proposed street improvements included traffic signal modification, street widening, pavement rehabilitation, ADA improvements and striping improvements to accommodate truck traffic. The project was a federally funded project (HSIP) which was administered through Caltrans Local Assistance. Services included design, survey and permit acquisition through Caltrans Local Assistance.
• Mead Valley Community Center, Riverside County, CA – Mr. Parada Assisted in preparation of civil design services including hydraulics, hydrology, WQMP preparation, SWPPP preparation, grading, drainage, sewer, water, and street improvements for the Riverside County Economic Development Agency (Agency) owned Mead Valley Community (MVCC) Center, a 5.4-acre site located on Rider Street, approximately 0.1 mile east of the intersection of Clark Street and Rider Street. The site provides a significant amount of beneficial services to

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the Mead Valley community, including medical and dental services, child care and teaching services, as well as the more traditional recreational and community room services provided at community centers. The project included 4,000 linear feet of offsite sewer and 1,200 linear feet of offsite water improvements for Eastern Municipal Water District.
• A-04 Drainage Corridor Project, City of Hesperia, CA - The A-04 Drainage Corridor project is located in the southwesterly portions of the City of Hesperia. The A-04 drainage corridor is the City’s largest drainage tributary containing more than 4,380 acres and conveys flows in excess 5,000cfs. The project includes construction of three proposed flood control basins totaling over 1,000 ac-feet of storage and more than 17,000 linear feet of various size storm drain pipe and box culverts, together with inlet and outlet facilities. During moderate and larger storm events, flooding and sediment accumulation occurs along the entire drainage corridor downstream of the proposed project; in particular, on Main Street, one of the highest volume streets in the city.

The project will enhance quality, reduce the region’s dependence on imported water supplies, and simulate economic development. Mr.

Parada Assisted in the preparation of hydrology and hydraulic analysis, as well as Exhibit and data tables for permitting and administration purposes.
• Calimesa Creek Storm Drainage Improvements, City of Calimesa, CA – Mr. Parada is currently assisting in the design and preparation of different grading basin configurations, perform earthwork calculations as well as tributary Hydrology and Hydraulic analysis. The Project is located in the City of Calimesa along County Line Road between the Interstate 10 Freeway and 5th Street. The proposed project is planned to provide bank stabilization and storm water management improvements along a 0.6-mile portion of the Calimesa Creek to mitigate erosion and flooding of the earthen channel with undersized street culvert crossings and severely eroded side slopes with near vertical walls. The project will provide 100-year storm protection upstream of the project site and downstream it will reduce peak flow by incorporating a 53 acre-feet detention basin located west of 3rd street and north of the existing Calimesa channel Stage I. Other important benefits including groundwater recharge of storm water, environmental restoration and enhancement, recreational trails and increased protection to existing developments. The project will include environmental assessment and processing, preliminary engineering and project scoping, design, right-of-way acquisition, EPA funding coordination and management and additional drainage system improvements.

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SECTION 4 | FIRM QUALIFICATIONS
SECTION 4 | FIRM

QUALIFICATIONS
A. EXPERIENCE
TKE Engineering, Inc. (TKE), a California
Corporation, was established in 2000, and in the
last 22 years has developed into one of Southern
California’s premier full-service consulting
engineering, surveying, construction and project
management firms. TKE was established with the
goal of providing turnkey services for Municipal
Capital Improvement projects in order to benefit
our community. As a result of the focus of a firm
on this mission, TKE has earned a reputation for
thoroughness, rapid turnaround, cost efficiency,
and overall quality of work. We are a highly
motivated, dynamic firm with the goal of being
your preferred consultant.

TKE’s only office is located in a business owned
7,000 square foot office building at 2305 Chicago
Avenue in Riverside located less than 30 minutes
from the City of San Jacinto allowing us to mobilize
and respond to the City’s needs at a moment’s
notice.

TKE provides turnkey civil engineering services to
numerous municipalities throughout Riverside, San
Bernardino, Los Angeles, and Orange Counties.

The municipal services provided by our firm
includes Master Planning, Project Development,
CIP Design, Surveying, Traffic Engineering, Project
and Construction Management, Constructability
Review, Plan and Map Checking, Inspection,
Program Management, Utility Company
Coordination and Management, Public Outreach,
Grant Funding, Federally/State Funded Project
Management, and Construction Surveying
services.

TKE maintains state of the art engineering
resources that ensure complete compatibility with
our client’s resources including computer software
compatibility, filing protocol, communications
protocol, and survey data. TKE will respond to the
City’s needs as they arise and ensure that all of the
City’s needs are met. We strongly encourage the
City to verify our performance history with our
references.

T ECHNICAL AND P ROFESSIONAL

S KILLS
TKE has provided numerous municipalities and
agencies throughout Southern California with
consulting services and staffing for every facet of
water, wastewater and stormwater improvement
projects. In addition, we have worked on multimillion dollar regional mega projects for a variety of government agencies. TKE recognizes the
importance of providing quality design documents
based on a client’s need and workload. Our flexible
support and qualified staff enable our clients to
serve their constituents in a cost effective and
efficient manner. TKE proudly serves municipal
agencies:

B . PROJECT

MANAGEMENT
TKE provides effective project management
services to a variety of clients. We have
successfully delivered extensive and highly
visible water, wastewater, drainage
improvement street improvement, and facility
improvement projects for the County of San
Bernardino and Riverside, Cities of Upland,
Fontana, Rialto, Colton, Corona, Highland,
Redlands, Glendora, El Monte, South El Monte,
Banning, Calimesa, Moreno Valley, Hesperia,
Yucaipa, Wildomar, Lake Elsinore, and
Riverside and for the Municipal Agencies San
Bernardino Water Department, Rubidoux
Community Services District, Mission Springs
Water District, East Valley Water District, Three
Valleys Municipal Water District, Monte Vista
Water District, and Maywood Mutual Water
Company. TKE’s approach has consistently
allowed our partner agencies to fulfill their
missions of delivering the best value for the
public’s investment.

TKE’s management approach includes:
1) Monthly Progress Reports – TKE
documents project progress for all
projects assigned to TKE by a
comprehensive project management
summary. The summary includes
project name and related number,
description of progress, budget status,
schedule compliance, and anticipated
upcoming accomplishments.
2) Communication – Communications with
agencies’ staff is another important
component to effective project
management. In addition to the monthly
progress reports, TKE meets with clients
as needed to ensure the projects are
proceeding as anticipated. We document
each discussion or meeting with notes

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and electronically mail them to the
project team within three days of the
meeting/conference indicating action
items and a schedule for completion of
these items.
3) Record Keeping – TKE keeps records in
an organized filing system both in hard
copy and electronic forms. This
organized filing system allows TKE to
access records immediately should they
be needed.
4) Meetings – TKE meets with project
stakeholders as needed including the
public, permitting agencies, utilities,
etc. We meet with them at the project’s
onset and throughout the course of
project development to ensure all
stakeholder project needs are considered
in the project design. All meeting
preparation (City Staff Reports, agendas,
exhibits, slide shows, etc.) will be
prepared by TKE for each meeting.

Again, meetings will be
documented. TKE has provided
numerous similar presentations to
Councils (closed sessions, council
meetings, community meetings, etc.).
5) Team Meetings – Team meetings include
all parties that have any interest in the
project development. In particular, the
City’s Engineering and Public Utilities
Departments will be a close working
partner with TKE in project development
and environmental compliance for capital
projects.

P ROJECT / P ROGR AM M ANAGEMENT
TKE has managed publicly funded design
projects throughout our history. The breadth
of experience and technical skill of our staff
enable us to manage a wide variety of projects,
ranging from major infrastructure to the
restoration and rehabilitation of significant
historical structures. We ensure that all work is
completed in accordance with funding contract
specifications, terms, conditions, state and
federal laws and regulations, and client policy.

Our management portfolio includes:
1) Wastewater System Projects
2) Water System Projects
3) Recycled Water System Projects
4) Storm Water Projects
5) Basin Projects
6) Street Projects
7) Traffic Signal and Striping Projects
8) Facilities Projects
9) Signing and Striping
10)Major Infrastructure Projects
11)Reconstruction and Rehabilitation

C IVIL E NGINEERING
TKE regularly provides design services on a
wide variety of public works improvement
projects. TKE’s Civil Engineering projects have
included:
1) Sanitary Sewer Infrastructure Planning
and Design
2) Sanitary Sewer Force Main and Lift
Stations
3) Potable and Recycled Water
Infrastructure Planning and Design
4) Water System Reservoirs and Pumping
Facilities
5) Storm Drainage Infrastructure Planning
and Design
6) Hydrologic Studies / Hydraulic Design
7) Storm Water Pollution Prevention Plans
(SWPPP)
8) Sediment and Erosion Control Facilities
9) Floodplain Analysis and Mapping
10)Local Streets and Road Design
11)Street Widening
12)Traffic Signal Design
13)Traffic Studies and Warrant Analysis
14)Traffic Impact Studies
15)Pavement Rehabilitation
16)Pavement Management Systems
17)Grading Studies, Design and Earthwork
Analysis
18)Capital Improvement Programs (CIPs)

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19)Neighborhood Improvement
Preservation
20)Hydromodification Studies / Water
Quality Management Plans (WQMPs)

S URVEYING , M APPING , AND

R IGHT - OF - W AY E NGINEERING
TKE provides Land Analysis services for many
projects: Our Surveying and Mapping experts
provide these services:
1) Water / Wastewater System
Improvements
2) Drainage Improvements
3) Land and Real Estate Evaluations
4) Transportation Improvements
5) Grade Separations
6) Street Widening
7) Construction Layout/Staking
8) Right-Of-Way Engineering
9) Boundary Surveys
10)Construction Surveys
11)Design Surveys
12)Legal Description Surveys
13)Aerial Mapping
14)A.L.T.A. Surveys
15)Topographic Surveys
16)Control Surveys
17)Easement Surveys

G RANT W RITING / F UNDS

M ANAGEMENT
TKE’s Grant Writing/Funds Management team
enables our municipal and agency partners of
any size to find potential funding sources and
to prepare competitive funding
applications. Additionally, after funds are
awarded to a partner, TKE ensures compliance
with state and federal funding
requirements. In the past few years, TKE has
obtained millions of dollars in funding for our
public works projects and transportation
improvements.

Our grant writing services are enhanced by
integration with engineering services to
facilitate and integrate project design. This
expedites project start up and completion and
ensures compliance with funding requirements.

This service is so valued by our clients that our
Funding Specialist is supported by several staff
members including a Planning Specialist,
Transportation Specialist and an Administrative
Analyst.

TKE has assisted clients secure funding from
the following programs:
1) State Water Resources Control Board –
State Revolving Fund Program
2) Department of Water Resources –
Proposition 40 Grant Program
3) Department of Water Resources -
Infrastructure Rehabilitation Grant
4) SRTS and SR2S (Safe Routes to Schools)
5) Federal Transportation Funding thru
Caltrans Local Assistance
6) State Proposition 1E and 84 Flood
Management Funding
7) Community Development Block Grant
(CDBG) Funding
8) Active Transportation Program (ATP)
Funding
9) Highway Safety Improvements Program
(HSIP) Funding

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SECTION 4 | FIRM QUALIFICATIONS

P AST E XPERIENCE
TKE continues to provide numerous municipalities
and agencies with consulting design and
construction management services and staffing for
every facet of water, wastewater and storm water
projects. In addition, we have worked on a wide
variety of projects, ranging from multi-million
dollar regional mega projects to minor replacement
projects for a variety of government agencies. TKE
recognizes the importance of quality staffing based
on a project’s need and workload. Our flexible
support and qualified staff enables our clients to
serve their constituents in a cost effective and
efficient manner.

A few examples of similar services provided by TKE
are the Rubidoux Community Services District,
Mission Springs Water District, San Bernardino
Municipal Water Company, City of Calimesa, City of
Fontana, City of Highland, and City of Hesperia.

Each are discussed below:

Rubidoux Community Services District – TKE
is currently providing on-call design and
construction management services to the Rubidoux
Community Services District (RCSD) various water
and wastewater infrastructure projects. The
projects include distribution and transmission
water pipelines, gravity and force main sewers and
lift stations.

Mission Springs Water District – TKE is
currently serving Mission Springs Water District
(MSWD) as its District Engineer. Again, TKE is
assisting MSWD with its implementation of $25
million sewer program and is working with other
jurisdictions related to water use agreements.

San Bernardino Municipal Water Department
– TKE is currently serving as the San Bernardino
Municipal Water Department’s (SBMWD) on-call
plan engineering consultant. TKE is responsible for
all design services on numerous improvement
projects to ensure the plans are developed and
constructed to SBMWD, City of San Bernardino,
Health Department and all other regulatory agency
standards. TKE is currently and has been providing
plan check and inspection services to SBMWD since
2005 for more than 46 pipeline projects totaling
more than 100,000 linear feet of pipeline
installation.

City of Fontana – TKE currently provides on-call
civil engineering, construction assistance and
inspection services to the City of Fontana Public
Works and Engineering Departments for various
Public Works Capital Improvements Projects. TKE
has been providing on-call civil engineering,
construction management and construction
inspection services to the City for the past 22
years, including street improvements, wastewater
improvements, storm drain improvements and
traffic signal projects.

City of Highland – TKE provides on-call civil
engineering, construction and project
management, grant writing, and inspection
services to the City of Highland for Capital
Improvement project coordination, planning and
implementation. TKE is assisting the City Engineer
with more than $10 million in Capital
Improvements projects for the current fiscal year.

While providing these services to the City, TKE
provided project management services, prepared
numerous grant applications, performed plan
checking on Capital Improvement projects,
represented the City with other agencies at
numerous meeting, represented engineering with
the City’s council and other public meetings,
managed engineering budgets and project
schedules, prepared and acquired right-of-way,
managed funding programs, provided construction
management and inspection services, provided
public relations and various related work.

City of Hesperia – TKE serves the City of Hesperia
as its City Engineer. TKE is responsible for all
engineering activities performed by City staff
including design, survey, plan check, traffic
engineering, grant assistance, development
services, CIP development and its implementation.

Contact information for each of these clients is
presented later in this proposal.

R EFERENCES
Please see below for a small, but representative list
of agencies who have and continue to request TKE
assist them in delivering valuable projects to their
communities. We respectfully request that you
verify our qualifications with the listed references.

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AGENCY CONTACT NAME PHONE NUMBER AND

EMAIL ADDRESS

DATES SERVICES

PROVIDED

MISSION SPRINGS WATER

DISTRICT
66575 2ND STREET
DESERT HOT SPRINGS, CA 92240
MR. ARDEN WALLUM

GENERAL MANAGER
(760) 329-5169
[email protected] 2001 – PRESENT
PROJECT: Various Water and Wastewater Improvement Projects

RUBIDOUX COMMUNITY

SERVICES DISTRICT
3590 RUBIDOUX BLVD.

RUBIDOUX, CA 92509
MR. JEFF SIMS

ASSISTANT

GENERAL MANAGER
(951) 684-7580
[email protected] 2001 – PRESENT
PROJECT: Various Water and Wastewater Improvement Projects

CITY OF SAN BERNARDINO

MUNICIPAL WATER

DEPARTMENT
397 CHANDLER PLACE
SAN BERNARDINO, CA 92401
MR. TED BRUNSON

DEVELOPMENT

SERVICES MANAGER
(909) 453-6165
[email protected] 2003 – PRESENT
PROJECT: Various Water and Wastewater Improvement Projects

SAN ANTONIO

WATER COMPANY
139 N EUCLID AVENUE
UPLAND, CA 91786
MR. BRIAN LEE

GENERAL MANAGER
PHONE: (909) 982-4107
[email protected] 2006 – PRESENT
PROJECT: Holly Drive Reservoirs Project

CITY OF CALIMESA
908 PARK AVENUE
CALIMESA, CA 92320
MS. BONNIE JOHNSON

CITY MANAGER
(909) 795-9801
BJOHNSON@CITYOFCALIMESA
.NET
2012-PRESENT

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L OCALE XPERIENCE AND

K NOWLEDGE
TKE has provided nearly all of our services to local Inland Empire cities during the last 22 years. Additionally, TKE has provided services to the numerous Riverside County
cities as well as with Riverside County Flood Control and Water Conservation District.

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P ROJECT S PECIFIC E XPERIENCE
Please find project specific experiences on the following pages.

I-15 Water and Sewer Mains
City of Hesperia, CA
Client Contact: Mr. Nils Benton
Phone Number: (760) 947-1025
Email: [email protected]
Project Cost: $3.5M
Completion Date: June 2020

DESCRIPTION RELEVANCE TO SAN

JACINTO
• Waterline and sewer
Design
• Utility Coordination
This project consists of the design and construction of 7,800 linear feet 15” PVC sewer pipe, 800 linear feet of 18” PVC sewer pipe, and 4,000 linear feet of 18” ductile iron water main along with a sewer lift station and water booster station to provide service to developments along the I-15 freeway corridor. The project included two bore and jacked casing crossings of the Interstate 15 Freeway, force main installation along the exterior of an existing bridge crossing over the BNSF railroad and multiple connections to the existing sewer system.

SERVICES
Services include preliminary engineering, opinion of probable cost, feasibility study, with system alternatives, sewer and water hydraulic modeling analysis, design, topographic surveying, and preparation of construction contract documents.

KEY STAFF
Steven Ledbetter, P.E., Q.S.D.

Terry Renner, P.E.

Michael Thornton, P.E., L.S.

Kristine Macalma
Ron Musser, L.S.
2017-18 Annual Water Replacement Program
City of Hesperia, CA
Client Contact: Mr. Nils Benton
Phone Number: (760) 947-1025
Email: [email protected]
Project Cost: $1.3M
Completion Date: January 2019

DESCRIPTION RELEVANCE TO SAN

JACINTON
• Waterline
Replacement Design
• Utility Coordination
TKE provided design engineering services for the construction of the pipeline replacement program to replace nearly 42,600 linear feet of 4” aging pipelines with 8-inch pipe and related appurtenances. Typical pipeline appurtenances for the project include, control valves, fire hydrants, air vacuum release valves, blowoffs, and water service piping to construct to the existing water meters which will remain.

SERVICES

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Services include records research, design, hydraulic modeling, permitting, surveying, preparation of construction documents and estimates and coordination with agencies and consultants.

KEY STAFF
Steven Ledbetter, P.E.

Terry Renner, P.E., Q.S.D.

Ron Musser, L.S.

Recycled Water Pipeline
City of Hesperia, CA
Client Contact: Mr. Nils Benton
Phone Number: (760) 947-1025
Email: [email protected]
Project Cost: $16M
Completion Date: December 2018

DESCRIPTION RELEVANCE TO SAN

JACINTO
• Waterline Recycled
Design
• Utility Coordination
TKE prepared engineering construction documents for the City of Hesperia for construction of 8 miles of recycled water pipelines ranging for 16” to 8” in diameter including, plan and profiles, specifications, cost estimates, and DWR funding management. In addition, TKE is providing construction assistance services, grant funding management and inspection for pipeline construction.

SERVICES
Services include records research, planning, system modeling, hydraulic analysis, hydraulic modeling, report and cost estimate preparation, construction document preparation, utility coordination, right-of-way acquisition, cost estimation, construction assistance, inspection and grant fund management assistance.

KEY STAFF
Michael P. Thornton, P.E., L.S.

Terry Renner, P.E., Q.S.D.

Steven Ledbetter, P.E.

Ron Musser, L.S
Stephen Biscotti

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Well 42 Update and Construction
Mission Springs Water District
Client Contact: Mr. Arden Wallum
Phone Number: (760) 329-5169
Email: [email protected]
Project Cost: $3.5M
Completion Date: August 2020

DESCRIPTION RELEVANCE TO SAN

JACINTO
• Well Replacement
Design
• Utility Coordination
TKE prepared updates to plans, specifications, and estimates, and provided construction management and inspection services for the construction of a new potable water production well capable of flowrates up to 2,000 gpm in the City of Desert Hot Springs. The new production well will replace an existing production well that was placed on standby due to uranium contamination. The project will save the District on costs related to on-going rental and periodic use, during peak flow events, of a package uranium treatment plant. The project includes well drilling and development, equipping the well, well building, and drainage and site improvements. The project is funded, in part, by a Proposition 84 Integrated Regional Water Management grant.

SERVICES
Services include grant administration, records research, coordination with agencies and consultants, cost estimating, environmental coordination, permitting, bidding, construction management, construction staking, and inspection.

KEY STAFF
Steven Ledbetter, P.E.

Ron Musser, L.S.

Brad Enscoe
Well 27 and 31 Drywells
Mission Springs Water District
Client Contact: Mr. Arden Wallum
Phone Number: (760) 329-5169
Email: [email protected]
Project Cost: $200,000
Completion Date: June 2020

DESCRIPTION RELEVANCE TO SAN

JACINTO
• Well pump to Waste
Dry Well Design
• Utility Coordination
TKE prepared plans, specifications, and estimates for the construction of pump to waste line to install a series of drywells to capture and recharge well discharges that occur during start-ups and shut-downs. The drywells are required to reduce operations and maintenance costs related to a typical detention basin. The project includes removal and replacement of all well discharge drain lines and construction of a series of drywells that are sized to accommodate peak monthly flows.

SERVICES

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Services include records research, topographic survey, design, cost estimating, preparation of specifications, bidding, construction management, construction staking, and inspection.

KEY STAFF
Steven Ledbetter, P.E.

Ron Musser, L.S.

Horton Wastewater Treatment Plant
Odor Control Mission Springs Water District
Client Contact: Mr. Arden Wallum
Phone Number: (760) 329-5169
Email: [email protected]
Project Cost: $395,000
Completion Date: Current

DESCRIPTION RELEVANCE TO SAN

JACINTO
• Waste Water Odor
Control Replacement
Design
• Utility Coordination
TKE prepared updates to plans, specifications, and estimates for the construction of an odor control system for the District’s existing Horton Wastewater Treatment Plant. The proposed vapor phase odor control system will service the influent pump station and headworks facilities. The project will significantly reduce odor emissions to neighboring residential developments. The project includes coordination with the Regional Water Quality Control Board, Air Quality Management District, other agencies, vendors, and consultants.

SERVICES
Services include records research, coordination with agencies, vendors, and consultants, design, cost estimating, technical and benefit cost analysis, regulatory agency coordination, permitting, bidding, construction management, construction staking, and inspection.

KEY STAFF
Steven Ledbetter, P.E.

Brad Enscoe

REGIONAL CONVEYANCE TRUNK SEWER
Mission Springs Water District, CA
Client Contact: Mr. Arden Wallum
Mission Springs Water District
Phone Number: (760) 329-5169
Email: [email protected]
Project Cost: $9.0M
Completion Date: In Progress

DESCRIPTION RELEVANCE TO SAN

JACINTO
Mission Springs Water District (MSWD) retained TKE to conduct a preliminary engineering analysis that will evaluate potential service areas, trunk sewer alignments, wastewater flow rates, lift station capacity analysis, and other preliminary design criteria needed to identify the preferred alignment of the • Sewer Design
• Project Sequencing
• Managing CEQA
Compliance

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Regional Conveyance Trunk Sewer and potential flow diversions to the West Valley Water Reclamation Facility (WVWRF). TKE is also responsible for final design and contract documents for the preferred Regional Conveyance Trunk Sewer alignment from the intersection of Dillon Road and Avenida Manzana to the WVWRF. The project includes coordination with developers, other agencies, Regional Water Quality Control Board, and other consultants.
• RCTD Permitting
• Coordination with City,
County, RWQCB, and
State Water Board

SERVICES
Services include Preliminary Engineering, Opinion of Probable Cost, Planning System Alternatives, Sewer Hydraulic Modeling Analysis, Design, Topographic Surveying, and Preparation of Plans, Specifications, and Estimates, perform construction management and inspection (Planned for late 2022).

KEY STAFF
Michael P. Thornton, P.E., L.S.

Terry Renner, P.E., Q.S.D.

Steven Ledbetter, P.E.

Robert Doss, P.E.

Ron Musser, L.S.

A-04 DRAINAGE CORRIDOR PROJECT
City of Hesperia, CA
Client Contact: Mr. Nils Bentsen
Phone Number: (760) 947-1025
Email: [email protected]
Project Cost: $52M
Completion Date: December 2020

DESCRIPTION

RELEVANCE TO

PROJECT
The A-04 Drainage Corridor project is located in the southwesterly portions of the City of Hesperia. The A-04 drainage corridor is the City’s largest drainage tributary containing more than 4,380 acres and conveys flows in excess 5,000cfs. The project includes construction of three proposed flood control basins totaling over 1,000 ass-feet of storage and more than 17,000 linear feet of various size storm drain pipe and box culverts, together with inlet and outlet facilities. During moderate and larger storm events, flooding and sediment accumulation occurs along the entire drainage corridor downstream of the proposed project; in particular, on Main Street, one of the highest volume streets in the city. The project will enhance quality, reduce the region’s dependence on imported water supplies, and simulate economic development.
• Hydrology
• Hydraulics
• Master Drainage
Planning
• Basin Routing

SERVICES
Services include investigate and acquire grant funding, planning, design, topographic survey, hydrology and hydraulic analysis, permitting from San Bern, US Army Corps of Engineers’ 404 permit, bidding services, construction administration, State and Federal funding coordination.

KEY STAFF
Michael P. Thornton, P.E., L.S.

Terry Renner, P.E., Q.S.D.

Ron Musser, L.S.

Steven Ledbetter, P.E.

3.A.5.b
Packet Pg. 463 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Page |30
Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 4 | FIRM QUALIFICATIONS

GROUNDWATER QUALITY PROTECTION

PROGRAM AREAS H AND I SEWER PROJECT
City of Desert Hot Springs, CA
Client Contact: Mr. Arden Wallum
Mission Springs Water District
Phone Number: (760) 329-5169
Email: [email protected]
Project Cost: $7.7M
Completion Date: Current

DESCRIPTION

RELEVANCE TO

PROJECT
Mission Springs Water District (MSWD) retained TKE to prepare bidding documents for two areas in their Groundwater Quality Protection Program (GQPP), a septic to sewer conversion program. The proposed Areas H and I are in the northeast portion of MSWD’s service area.

The Project includes approximately 25,000 linear feet of 8” vitrified clay pipe sewer improvements, including 676 4” service laterals. The project includes coordination with the City of Desert Hot Springs, other agencies, and other consultants. Additionally, the project includes grant funding administration. Once complete, MSWD will abate approximately 465 existing septic tanks that are impacting groundwater quality. • Sewer Design
Experience
• GQPP Experience
• Coordination with
Agencies/Utilities
• Coordination with
Residents

SERVICES
Services include records research, conventional topographic surveying, coordination with agencies, hydraulic calculations, preliminary design, cost estimating, geotechnical investigation, environmental coordination, preparation of construction plans and specifications, permit acquisition, and grant funding administration.

KEY STAFF
Terry Renner, P.E., Q.S.D.

Ron Musser, L.S.

Steven Ledbetter, P.E.

Octavio Parada
Marvin Lara, E.I.T.

HOLLY DRIVE RESERVOIRS
City of Upland, CA
Client Contact: Mr. Brian Lee
Phone Number: (909) 982-4107
Email: [email protected]
Project Cost: $990,000
Completion Date: In Progress

DESCRIPTION

RELEVANCE TO

PROJECT
TKE is preparing plans and specifications for San Antonio Water Company’s to construct two new 120,000-gallon welded steel water storage reservoirs at the Holly Drive Tank Site. This project includes extensive earthwork and retaining walls of up to 20’ in height to accommodate • Water Reservoir Design
Experience

3.A.5.b
Packet Pg. 464 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Page |31
Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 4 | FIRM QUALIFICATIONS
the proposed reservoirs and the demolition of an existing 60,000-gallon reservoir. The project requires a phased approach to ensure existing water services are not interrupted. Further, due to the mountain environment and need for specialty retaining wall construction, site development was completed first. Additionally, TKE is managing all CEQA and permit compliance efforts for the project.
• Coordination with
Agencies/Utilities
• Coordination with
Residents

SERVICES
Services include records research, topographic surveying, coordination with agencies, preliminary design, project phasing, property acquisition, cost estimating, preparation of construction plans and specifications for each phase, bidding services, construction management, inspection and construction staking.

KEY STAFF
Terry Renner, P.E., Q.S.D.

Steven Ledbetter, P.E.

Kristine Macalma
Ron Musser, P.L.S.

Brett Enscoe

CALIMESA CREEK BASIN AND STORM DRAIN
City of Calimesa, CA
Client Contact: Ms. Bonnie Johnson
Phone Number: (909) 795-9801
Email: [email protected]
Project Cost: $7.3M
Completion Date: To Be Completed November 2022

DESCRIPTION

RELEVANCE TO

PROJECT
The Calimesa Creek Storm Drain Improvements Project is located in the Cities of Calimesa and Yucaipa south of County Line Road between the Interstate 10 Freeway and 5th Street. The project includes the design of 2,000 linear feet of 96” storm drain pipe and open channel improvements and includes design of a 53 Acre-Foot detention basin for flood control and hydro-modification purposes, providing 100-Year flood conveyance storm drain protection and low flow diversion to the existing Calimesa Creek. Design will also include walking trails and maintenance roads alongside of the improved channel alignment. • Major Drainage
Infrastructure
• Regional Flood Control
Basin
• Connection to County
Flood Control Facility
• Extensive Utility
Coordination and
Permitting
• Hydraulics/Hydrology
Modeling

SERVICES
Services include pre-project planning, development, preliminary engineering, hydrology and hydraulics, design, project grant writing, environmental compliance, state and federal funding coordination, utility relocation coordination, right-of-way acquisition and permitting.

KEY STAFF
Michael P. Thornton, P.E., L.S.

Terry Renner, P.E., Q.S.D.

Ron Musser, L.S.

Steven Ledbetter, P.E.

Octavio Parada

3.A.5.b
Packet Pg. 465 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Page |32
Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 4 | FIRM QUALIFICATIONS

OPAL BASIN PROJECT
City of Redlands, CA
Client Contact: Mr. Fred Mousavipour
Phone Number: (909) 798-7589
Email: [email protected]
Project Cost: Project Cost: $5.8 Million
Contracted Cost: $325,000
Completion Date: June 2016

DESCRIPTION RELEVANCE TO PROJECT
The proposed Opal Basin is a located on the north east corner of Citrus Avenue and Opal Avenue, in an unincorporated area of the County of San Bernardino. Currently the site is used as a citrus grove and has been for many years. Under the proposed design, the site would be graded to hold 830-acre feet of storm and recharge waters with a walking trail around the basin. The basin would retain much of the same appearance as currently exists from the perimeter preserving at the property boundary. In addition, the project includes a streambed alteration to divert storm water into the proposed basin. • Major Drainage
Infrastructure
• Regional Flood
Control Basin
• Connection to County
Flood Control Facility
• Extensive Utility
Coordination and
Permitting
• Hydraulics/Hydrology
Modeling

SERVICES
Services included pre-project planning, development, preliminary hydrology, hydraulics and design, project grant writing, State and Federal funding coordination, permitting from San Bernardino County Flood Control District, DSOD, US Army Corps of Engineers, and Department of Fish and Game.

KEY STAFF
Michael P. Thornton, P.E., L.S.

Terry Renner, P.E., Q.S.D.

Ron Musser, L.S.

Steven Ledbetter, P.E.

3.A.5.b
Packet Pg. 466 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Page |33
Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 5 | DESCRIPTION AND APPROACH
SECTION 5 | DESCRIPTION AND

APPROACH
TKE and the City have a common goal, successful
delivery of engineering and public works related
services. TKE’s approach to providing the City
engineer services is presented in the following
paragraphs:

P ROJECT M ANAGEMENT
As discussed above, project management will be
an essential element in program implementation
and project delivery. Effective communications
will lead to effective management. Management
will include weekly reviews of projects and
project budget and schedules and regular
meetings with all program and project
stakeholders.

For all projects, the most important aspect of
management will be to ensure that the City’s
interest is protected to the maximum extent
possible. TKE will ensure that public funds and
impact fees are used for the benefit of the
community.

For assigned projects, project requirements,
project schedule compliance and budget tracking
will be important. Project requirements will be
assessed and presented to the City’s
management staff. Upon receipt of direction
from City administration, TKE will be responsible
to verify that projects are completed in
compliance with project requirements. TKE’s
effective project management techniques will
ensure that compliance will occur.

Managing other consultants is another area that
TKE excels. Due to our extensive variety of
project experience, TKE has a vast amount of
knowledge with all water, waste water and storm
water improvement projects. With this
understanding, TKE is able to manage others and
avoid any costly project changed conditions and
delays.

R EGULATORY C OMPLIANCE
As discussed earlier, another primary function of
the City Engineer is to verify compliance with
aspects of federal, state, and local laws CDPH,
and City standards. TKE is already well versed
with federal, state and local requirements.

Further, TKE will familiarize with City standards
verifying that all construction related to
engineering components are designed in
accordance with these requirements and
standards.

G RANT F UNDING A CQUISITION

AND A DMINISTRATION
TKE is familiar with a number of public works
funding sources for capital improvement
projects. TKE has prepared applications and
administered these funds for a number of local
agencies. We will apply this knowledge to
process current projects and continue to work
with City staff to match funding stream
opportunities with proposed projects. TKE is
currently providing similar services to other San
Bernardino and Riverside County cities and as
such is very familiar with Department of Water
Resources, District 8 Local Assistance and
SANBAG project processing.

E NVIRONMENTAL

C OMPLIANCE / P ERMITTING
Environmental permitting for projects within the
CIP may be complex and involve coordination
with multiple jurisdictional agencies in addition to
the normal CEQA analysis and determination.

TKE has extensive experience with CEQA
compliance processing from categorical
exemptions, negative declaration, to mitigated
negative declarations.

TKE’s experience also includes environmental
permits from the US Army Corps of Engineers
(Clean Water Act Section 404) and 401 permits
from the Regional Water Quality Control Board,
Section 1602 Permits from the California
Department of Fish and Wildlife and potential US
ESA Section 7 permitting from the United States
Fish and Wildlife Service. TKE has experience in
the acquisition of each of these different permit
types and will provide excellent management and
oversight to ensure environmental compliance
permitting is implemented.

3.A.5.b
Packet Pg. 467 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Page |34
Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
City of San Jacinto
SECTION 6 | COMPANY DISCLOSURE
SECTION 6 | COMPANY DISCLOSURE
TKE Engineering Inc., does not have any past or present business or personal relationships with any current San Jacinto elected official, appointed official, City employee, or family members.

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3.A.5.b
Packet Pg. 469 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Revised June 2021

RATE SC HEDULE
2021- 2022
HOURLY
RATE
Principal in Charge.. .......... .......... .......... ...................... .......... .......... .......... $175.00 Project Manager/Construction Manager/Licensed Surveyor ..... .......... .......... $165.00 Senior Engineer/Project Engineer (PE)/Senior Plan Checker.... .......... .......... $155.00 Associate Engineer . .......... .......... .......... ...................... .......... .......... .......... $145.00 Assistant Engineer/Plan Checker/Designer.................... .......... .......... .......... $135.00 AutoCAD Technician.......... .......... .......... ...................... .......... .......... .......... $125.00 Engineering Technician...... .......... .......... ...................... .......... .......... .......... $ 90.00 Clerical ........ .......... ......... .......... .......... ...................... .......... .......... .......... $ 85.00 Forensic Engineering ......... .......... .......... ...................... .......... .......... .......... $250.00 Expert Witness Testimony .......... .......... ...................... .......... .......... .......... $350.00

SURVEYING SERVICES
2-Man Survey Crew (Prevailing Wage).... ...................... .......... .......... .......... $240.00

CONSTRUCTION SERVICES
Senior Construction Inspector (Prevailing Wage) ........... .......... .......... .......... $120.00 Construction Inspector (Prevailing Wage) ...................... .......... .......... .......... $110.00

REIMBURSABLE COSTS
In-house Reproduction ...... .......... .......... ...................... .......... .......... .......... Cost Printing and Materials ........ .......... .......... ...................... .......... .......... .......... Cost + 10% Express Mail/Courier/Next Day Service .. ...................... .......... .......... .......... Cost + 10% Special Subconsultant Services ... .......... ...................... .......... .......... .......... Cost + 10%

3.A.5.b
Packet Pg. 470 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
On-Call Engineering Services (Water/Waste Water/Storm Water), bidding on 02/04/2022 11:00 PM (PST)

Page 1 of 1 ends

Printed 02/07/2022
PlanetBids, Inc.

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Packet Pg. 471 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Wastewater, and) City of San Jacinto
Proposal
February 4, 2022
Statement of Qualifications for
On-Call Engineering Services
(Water/Wastewater/Stormwater)

3.A.5.b
Packet Pg. 472 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, February 4, 2022
Arthur Mullen
Chief of Public Utilities
City of San Jacinto
595 South San Jacinto Avenue
San Jacinto, CA 92583
Subject: Statement of Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater)
Dear Mr. Mullen:

Willdan Engineering understands that the City of San Jacinto needs experienced and available professional on-call consultants. In response to the City’s Request for Qualifications, Willdan is submitting this statement of qualifications to provide consultant services to the City. We are submitting our qualifications for the following service categories: A) Water, B) Wastewater (Sanitary Sewer), and C) Storm Water.

Illustrative of the advantages Willdan brings to the City of San Jacinto are:
▪ Willdan knows, and excels at, on-call engineering services. With many of our staff being former public agency employees, we understand how on-call contracts work for all involved and are very familiar with the processes and procedures. This experience – and the relevant experience of our dedicated and available key personnel – is what best positions Willdan to provide the City of San Jacinto with on-call services.
▪ We believe – particularly when it comes to on-call services – that the success of a project depends heavily upon the availability of the key personnel. Willdan’s on-call services will be provided to the City of San Jacinto from our office located at 650 E. Hospitality Lane, Suite 400 in San Bernardino. All key personnel assigned to this effort will be made available as needed. ▪ Willdan is the premier provider of on-call civil engineering and management services to cities and governmental agencies throughout the southwestern United States. We have over 50 years of experience working and communicating with a wide spectrum of relevant public agencies. Willdan has provided consulting services to more than 800 clients throughout the country.

Willdan is excited about this opportunity to assist the City of San Jacinto with on-call services. Please contact Tyrone Peter, PE, Willdan’s designated Principal-in-Charge to discuss any aspect of this statement of qualifications at 650 E. Hospitality Lane, Suite 400, San Bernardino, CA 92408; by phone at (657) 223- 8557 (office), (714) 393-1963 (cell), or by email at [email protected].

Respectfully submitted,
Willdan Engineering
Vanessa Muñoz, PE, TE, PTOE
President/Director of Engineering
910005/WW.00.60/P22-016_22870

3.A.5.b
Packet Pg. 473 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
i
Table of Contents
Table of Contents ........................................................................................................................................ 0 Brief Company Profile................................................................................................................................. 1 Organization and Staffing........................................................................................................................... 2 Organization Chart .............................................................................................................................. 2 Subconsultant Team ......................................................................................................................... 22 Firm Qualifications .................................................................................................................................... 24 A. Water....................................................................................................................................... 24 B. Wastewater (Sanitary Sewer) .................................................................................................. 26 C. Stormwater .............................................................................................................................. 28 Water Resources Engineering Capabilities ....................................................................................... 31 Expertise with Sewer Master Plans, System Management Plans and Design .................................. 31 Applicable Standards, Guidelines, and Specifications Experience.................................................... 32 On-Call Contract Expertise................................................................................................................ 32 Description and Approach........................................................................................................................ 34 Coordination with Private, Local, State, and Federal Agencies......................................................... 34 Project Approach............................................................................................................................... 34 Project Controls................................................................................................................................. 39 Mechanisms to Facilitate Design, Decision-Making, and Team Building........................................... 40 Cost Control ...................................................................................................................................... 41 Company Disclosure................................................................................................................................. 42 Proposed Fee Schedule............................................................................................................................ 43 Sample Services Agreement .................................................................................................................... 44

3.A.5.b
Packet Pg. 474 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
1 Brief Company Profile
Willdan Engineering, a California corporation since 1964, is a subsidiary of Willdan Group, Inc., a publiclytraded Delaware corporation. Services are provided to nationwide clientele through three subsidiary firms – Willdan Engineering, Willdan Energy Solutions, and Willdan Financial Services – that offer a portfolio of diversified strengths. Throughout our history, Willdan Engineering (Willdan) has served as a full-service, multi-disciplinary firm specializing in municipal engineering, planning, construction management and inspection, and building safety services along with a full complement of support disciplines.

Company Name: Willdan Engineering
Location of Company
Headquarters:
2401 E. Katella Avenue, Suite 300, Anaheim, CA 92806
(714) 940-6300 Phone (714) 940-4920 Fax
Services Offered: ▪ Civil Engineering
▪ Traffic Engineering
▪ Water & Wastewater Design
▪ Environmental
▪ Survey
▪ Geotechnical Engineering
▪ Utility Coordination
▪ Construction Management
▪ Construction Inspection
Year Founded: 1964
Form of Organization: Corporation, Subsidiary of Willdan Group, Inc.

Number of Offices: Willdan Group: 51 offices
Corporate Headquarters: Anaheim, CA
Willdan Engineering: 12
Willdan Group
Office Locations:

Anaheim, CA
Carlsbad, CA
Elk Grove, CA
Fresno, CA
Industry, CA
Oakland, CA
Redding, CA
Roseville, CA
San Bernardino, CA
San Diego, CA
San Francisco, CA
Temecula, CA
Ventura, CA
Alberta, Canada
Phoenix, AZ
Prescott, AZ
Tucson, AZ
Aurora, CO
Denver, CO
Pueblo, CO
Washington, DC
Orlando, FL
Chicago, IL
Indianapolis, IN (2)
Urbandale, IA
Lawrence, KS
Newport, KY
Germantown, MD
Minnetonka, MN
Kansas City, MO
Henderson, NV
Edison, NJ
Newark, NJ
Beacon, NY
Buffalo, NY
Kingston, NY
Maspeth, NY
New York, NY
Pelham, NY
Charlotte, NC
Huntersville, NC
Raleigh, NC
Beaverton, OR
Greensburg, PA
Dallas, TX
Houston, TX
Plano, TX
Mt. Vernon, WA
Renton, WA
Madison, WI
Number of Employees Willdan Group: 1550+ Willdan Engineering: 475+ Willdan's proposed project team understands the City of San Jacinto’s local and regional issues more than any of our competitors. This is why we understand how important it is to have the right people, with the right history and experience, intimately involved in the management and
design of the project to successfully complete the project on schedule and within budget while exceeding client
expectation. To this end, we are committed to working
tirelessly to resolve all project issues with stakeholders and apply our technical expertise, local knowledge, and
professional relationships to a cost-effective design.

Willdan's core competencies are in direct alignment with the services identified for the City's On-Call Engineering Services assignment.

Willdan’s Advantage
▪ Experience delivering projects with personalized
touch and practical solutions
▪ Staff highly trained in tailoring
▪ Solutions to meet particular project constraints.
▪ Committed to responsive service and successful
project delivery
▪ Delivers combination of experienced, hands-on
skills, and perspective to ensure the City of San
Jacinto receives high-quality service at least cost

3.A.5.b
Packet Pg. 475 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
2 Organization and Staffing
Organization Chart

3.A.5.b
Packet Pg. 476 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
3 Tyrone Peter
Deputy Director, Civil Role – Principal-in-Charge/Quality Assurance/Quality Control Profile Summary
Education: BS, Engineering and Civil Engineering, Tamil Nadu College of Engineering Civil Engineering, Murugappa Polytechnic
Registration: Civil Engineer, California No. 81888
Experience: 15 Years
Mr. Tyrone Peter is an accomplished civil engineer for multi-discipline and multi-agency infrastructure projects and is known for providing innovative, quality engineering services to ensure project delivery within budget and schedule. Mr. Peter's 15 plus years of experience managing and designing all types of public works projects provide a solid foundation to understand what is needed to deliver a successful project and make him the perfect fit for overseeing the entire project as well as specific civil engineering tasks. His comprehensive experience includes design of state highway, new street, street widening, street realignment, pavement rehabilitation, light rail and railroad, grade separation, flood control facility, water, and sewer projects. Mr. Peter has supervised feasibility study, project study report, project report, construction document preparation as well as grade certification issuance, construction administration, and construction inspection.

Relevant Project Experience
Bowman Channel, City of Ridgecrest, CA. Engineer. Willdan provided environmental, survey, hydrology analysis, hydraulic design, and permit acquisition services to construct master-planned improvements at the intersection of Bowman Channel and South Norma Street and along the channel between South Downs Street and South China Lake Boulevard. The project will consist of a culvert with headwalls and wingwalls, check structures and street restoration. Hydraulic calculations will be performed to confirm the Master Drainage Plan, analyze the Bowman wash and provide adequate capacity. FEMA funds will be utilized for the project.

Well 17 Retrofit, City of Vernon, CA. Engineer. The City of Vernon is seeking to enhance the pedestal of City Well No. 17 to bring it into compliance with current regulations. Currently the well casing sits only a few inches above ground and is below the minimum recommended height of 18”. The well head is to be retrofit by extending the existing casing and pedestal to a minimum of 18” above ground. Willdan will prepare plans and specifications in sufficient detail to raise existing pedestal and all appurtenances to bring into compliance of current standards and construct a new concrete pad.

Sandia Creek and Via Vaquero Storm Drain Repair, De Luz Community Service District. Engineer. In response to a washout of an existing culvert and roadway segment on Via Vaquero Road just south of Sandia Creek Drive Willdan will provide engineering design services to the De Luz CSD for the repair work.

Willdan will produce a full PS&E packet incorporating the detailed topography survey performed by Cal Vada. A geotechnical investigation will be performed of the area to ensure proper backfill requirements and adequate pavement sections. Additionally, a drainage investigation will be conducted to ensure adequate sizing of the culverts under the roadway and to not disrupt original drainage patterns. These repairs will include grading and proper erosion control measures to mitigate any potential erosion issues.

3.A.5.b
Packet Pg. 477 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
4 Ron Stein, PE
Project Manager II Role – Project Manager
Profile Summary
Education: BS, Civil Engineering, Florida State University Tallahassee, FL Registration: Civil Engineer, California No. 86877
Experience: 10 Years
Mr. Ron Stein is a Willdan Engineering project manager with 10 years of experience. Mr. Stein is experienced in managing multiple street and land development projects working with a team of designers.

He has led production and design of civil construction plans, design reports, permit packages and construction administration. He is experienced in taking conceptual design projects to final engineering plans including street, storm drain, sewer, water, striping, traffic control, and grading.

Relevant Project Experience
Buena Vista Storm Drain, De Luz Community Service District. Willdan will assist the District in repair of damaged culverts and roadway in reaction to heavy storms that completely washed out the existing three 60-inch diameter corrugated metal pipes and entirely washed out the roadway above. Field survey and environmental permitting will be coordinated and conducted for the project. A full hydrology analysis with supporting calculations will be conducted to ensure the culverts have adequate capacity and the existing perennial stream will not be adversely affected. Full PS&E will be provided with a storm drain profile, street and drainage improvements. Willdan will provide bid assistance services to help bid the project and answer any RFI's from the bidders.

Marloma Preliminary Study, City of Rolling Hills Estates, CA. Willdan will create a preliminary sewer study for the Marloma Neighborhood to allow the creation of a special district for sewer to convert the neighborhood's septic tanks into a sewage collection system. Willdan will perform an aerial survey and ROW mapping to collect the necessary data. Willdan will perform a geotechnical exploration to investigate soil conditions. Willdan will perform sewer capacity calculations and explore the best alignment for the sewer system. Willdan will create a budgetary cost estimate for the project. Willdan will collect all of this data into a Preliminary Sewer study and present this at a workshop with residents and the City Council to explore the options of forming an assessment district and construction of the project.

Bowman Channel, City of Ridgecrest, CA. Project manager. Willdan provided environmental, survey, hydrology analysis, hydraulic design, and permit acquisition services to construct master-planned improvements at the intersection of Bowman Channel and South Norma Street and along the channel between South Downs Street and South China Lake Boulevard. The project will consist of a culvert with headwalls and wingwalls, check structures and street restoration. Hydraulic calculations will be performed to confirm the Master Drainage Plan, analyze the Bowman wash and provide adequate capacity. FEMA funds will be utilized for the project.

3.A.5.b
Packet Pg. 478 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
5 Sewer Improvements, Beck-Orchard, City of Bell, CA. Willdan provided project management, contract administration, construction observation, engineering support, utility coordination, labor compliance & material testing for the Sewer Improvements on Beck and Orchard Avenues Project. The project included replacing the existing 8-inch sewer with 10-inch vcp, pavement cold milling and ARHM overlay, sidewalk, cross gutters, ADA ramps, adjusting manhole frames and valves to grade, and striping.

Lakewood Boulevard Regional Corridor Capacity Enhancement-Final Engineering Design Services, City of Lakewood, CA. Willdan provided design engineering services for complete green street improvements between the north city limit and Del Amo Boulevard. Improvements involved street widening and median improvements; Class II bike lanes in both directions; turn lanes; landscape planting and irrigation; overhead distribution and transmission power undergrounding; sidewalk curb and gutter and driveway approach reconstruction; street resurfacing; catch basin construction; storm water quality improvements to comply with Green Streets policy; bike lockers bus shelter and traffic signal modifications.

Services provided include civil, traffic, pavement, drainage, and geotechnical engineering, landscape architecture, survey and right of way engineering, utility coordination and relocation, preparation of an initial study checklist and a mitigated negative declaration pursuant to the California Environmental Quality Act.

Sewer Master Plan, City of Bell, CA. QA/QC, assisted the City in preparing a Sewer Master Plan. The tasks included conferring with City staff to review in full detail the requirements of the project. Existing information including sewer as-builts, GIS data, the Sewer System Management Plan, and Sewer CCTV video, were obtained from the City. This information was reviewed to create the hydraulic model of the sewer system utilizing InfoSewer. Flow monitoring was obtained and the hydraulic model updated to reflect field conditions. Future development scenarios were reviewed and hydraulic modelling was performed to analyze impacts and develop a construction project list. All information was incorporated into a GIS database.

3.A.5.b
Packet Pg. 479 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
6 Michael D. Bustos, PE, ENV SP
Deputy Director, Construction
Inspection and Management
Services
Role – Water
Profile Summary
Education: BS, Civil Engineering (Magna Cum Laude), California Polytechnic State University, San Luis Obispo
Caltrans Resident Engineer Academy
Registration: Civil Engineer, California No. 73173
Envision Sustainability Professional, Institute for Sustainable Infrastructure Experience: 21 Years
Mr. Michael D. Bustos is responsible for design and construction management of projects such as roadway reconstructions, drainage improvements, pipelines, pavement rehabilitation, street improvements, and grading. Mr. Bustos has served as resident engineer for over a dozen federally- and state-funded projects over the last five years. He has gained valuable experience in on-site construction management, off-site construction administration, inspection, design, and plan checking during his 18 years with Willdan.

Relevant Project Experience
Olympic Boulevard Water, City of Santa Monica, CA. Willdan is providing construction management and inspection services for two City projects being constructed under one construction contract. The Water Transmission Main Project includes installation of approximate 7,000 LF of new 16” DIP water transmission main in both the City of Santa Monica and the City of Los Angeles, complete with interconnections, valves, air vacs, blowoffs, and all other apparatus to provide an operable pressurized water system, as well as abandonment and/or removal of interfering water main piping. The Well Equipping Project includes construction of 3 groundwater well projects, two for extraction only (Wells SM-8 and SM-9) and one for injection and extraction (Well SM-10i). Each well site includes equipping with well pedestal, discharge piping, waste line piping, valves, and appurtenances, well disinfections systems, architectural façade wall including gabion wall, laser cut wall panels, and swing gates, and support infrastructure such as minor grading and sitework, permeable pavers, crushed rock, driveways, electrical and controls, fiber optic, and minor offsite piping.

Sewer Improvements, Beck-Orchard, City of Bell, CA. Willdan provided project management, contract administration, construction observation, engineering support, utility coordination, labor compliance & material testing for the Sewer Improvements on Beck and Orchard Avenues Project. The project included replacing the existing 8-inch sewer with 10-inch vcp, pavement cold milling and ARHM overlay, sidewalk, cross gutters, ADA ramps, adjusting manhole frames and valves to grade, and striping.

Well 32 Rehabilitation, City of Santa Ana, CA. Willdan performed a constructability review for the City’s Well 32 Rehabilitation Project. The review focused on constructability, inter-disciplinary coordination, completeness, identifying utility conflicts, and general code compliance. Our staff reviewed the 95% design plans and specifications. The Project included rehabilitation of the existing Well 32 at Morrison Park, including a well building at Morrison Park, discharge piping along Westwood Avenue, Memory Lane, and Bristol Street, and a chemical building/restroom facility and electrical upgrades at the John Garthe Pump Station at the John Garthe Reservoir site. Improvements included raising the well pump head and associated tubing, casing, and column pipes to grade, a new above ground CMU well building with a pump and electrical room, onsite well discharge and well to waste piping, 12” well discharge piping, disinfection building, plumbing, electrical, and instrumentation.

3.A.5.b
Packet Pg. 480 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
7 Chris O. Stone, PE, CFM
Project Manager III Role – Wastewater
Profile Summary
Education: BS, Civil Engineering, Montana State University Registration: Civil Engineer, Nevada, No. 12379; Arizona, No. 55200; Certified Floodplain Manager US16-08884 Experience: 28 Years
Mr. Chris Stone has experience in flood control hydrologic and hydraulic design engineering, transportation and traffic engineering, street and roadway design engineering, water and wastewater engineering, tract map and parcel mapping, grading, and structural engineering. He has participated in all technical aspects of projects including preliminary engineering, construction document preparation, and reviews. Chris has resided in the City of Henderson for 25 years.

Relevant Project Experience
Sewer Master Plan, City of Covina, CA. Engineer. Willdan prepared the update to the City’s Sewer Master Plan. Duties included review of the existing SMP, providing hydraulic modeling of the City’s 120 miles of sewer lines for existing and future development using InfoSewer, evaluating the system and identifying deficient sewer lines, recommending improvements to correct deficiencies, developing improvement cost estimates and CIP schedules.

West Ward Sewer, City of Ridgecrest, CA. Engineer. Review and evaluation of existing Closed Circuit Television (CCTV) reports and video of the mainline sewer, and lateral pipes, to determine required sewer repairs, and the preparation of plans, specifications, and engineer’s estimate (PS&E) of the probable cost for the repairs. The area to be evaluated will be West Ward Avenue between N. China Lake Boulevard and N. Downs Street.

SSMP Update, City of Sierra Madre, CA. Engineer. Willdan will undertake document reviews and initiate discussions with City staff to identify needed changes; issues of concern; expressed community concerns, if any; and operational problems experienced with the existing SSMP language or practices. We will then begin drafting updates to the various required components of the SSMP for further review and discussion with City representatives. Each of the required eleven components will be reviewed and updated as necessary to comply with the initial and amended waste discharge requirement (WDR) under Order No. 2006-0003-DWQ of the SWRCB. Reviews and updates are anticipated for each of the specific components described in the proposal.

Bowman Channel, City of Ridgecrest, CA. Engineer. Willdan provided environmental, survey, hydrology analysis, hydraulic design, and permit acquisition services to construct master-planned improvements at the intersection of Bowman Channel and South Norma Street and along the channel between South Downs Street and South China Lake Boulevard. The project will consist of a culvert with headwalls and wingwalls, check structures and street restoration. Hydraulic calculations will be performed to confirm the Master Drainage Plan, analyze the Bowman wash and provide adequate capacity. FEMA funds will be utilized for the project.

3.A.5.b
Packet Pg. 481 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
8 Chris C. Kelley, PE, QSD, QSP
Project Manager II Role – Stormwater
Profile Summary
Education: BS, Civil Engineering, California Polytechnic State University, Pomona Registration: 2014, Professional Civil Engineer, California No. 83179 2016, Qualified SWPPP Developer and Practitioner (QSD & QSP), #25874 Experience: 16 Years
Mr. Chris Kelley is a Project Manager for Willdan with 16 years of project management, design, plan checking and construction management experience. Mr. Kelley’s direct responsibilities involve overseeing local municipal agency capital improvements for public facilities, roadways, stormwater systems, sewer mains, storm drains, and traffic signal systems. He also provides City engineering services, such as overseeing encroachment permits, writing staff reports and conditioning development and redevelopment projects. Mr. Kelley has extensive experience with development reviews which include grading, drainage and water quality related systems for numerous public agencies. Mr. Kelley designs and reviews Low Impact Development (LID) reports and Best Management Practices (BMPs) under numerous MS4 Permits, with an emphasis on the County of Los Angeles 2014 Low Impact Development Standards Manual (LID Standards Manual) in order to comply with the requirements of the National Pollutant Discharge Elimination System MS4 Permit (CAS004001, Order No. R4- 2012-0175).

Relevant Project Experience
Storm Drain Rehabilitation, City of Rolling Hills Estates, CA. The City of Rolling Hills Estate had identified one (1) deteriorated storm drain outlet and eight (8) storm drain inlets that allowed soil and debris to enter the City’s storm drain system. The City retained Willdan to evaluate the condition of each storm drain outlet inlet and provide them with an engineered design and construction package for the rehabilitation or replacement of each facility. As part of the design services Willdan included erosion control measures to help mitigate future clogging and reduce the cost of debris removal.

Compton Creek Alt Study, County of Los Angeles, California. Design Engineer. Responsible for the water quality research for study. Willdan was selected to perform a Flood Risk Mitigation Alternatives study for Compton Creek and Dominquez Channel. These activities include the process of mitigating increased flood risks identified along Compton Creek and Dominguez Channel. The Alternatives Study identifies, analyzes, and ranks alternative solutions to address hydraulic deficiencies discovered by the LACFCD. In addition, the Alternatives Study will analyze combinations of alternative solutions that address the flood control issues and incorporate multi-use benefit components that improve water conservation, enhance water quality and habitat, and provide recreational opportunities where possible.

3.A.5.b
Packet Pg. 482 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
9 William McCarthy, PE, RLS
Senior Engineer III Role – Potable Water Pipeline
Profile Summary
Education: MS, Environmental Engineering, Arizona State University BS, Civil Engineering, Arizona State University
Registration: Civil Engineer, Arizona No. 11307
Land Surveyor, Arizona No. 15889
Experience: 35 Years
Mr. William McCarthy has an extensive background in engineering which includes a variety of public works projects for subdivisions designs, street improvements, wastewater lines, water lines, and water wells. He is highly familiar with preparation of plans, specifications, and estimates; providing assistance during the bidding process; and regulatory compliance requirements.

Relevant Project Experience
One Camelback, Cushman and Wakefield, Arizona. Project Manager for the design and coordination with the City of Phoenix to construct and install a new storm water metering and sampling vault.

Diversion Dam Road, Town of Florence, AZ. Project Engineer responsible for providing additional engineering design assistance to complete the design 2,700 feet of improvements east of State Route 79.

The project's goal was to revise the existing two-lane, 24-foot-wide roadway into a 48-foot-wide roadway – complete with curb, gutter, and drainage improvements – and provide better service to the numerous institutional, commercial, and industrial facilities adjacent to the roadway. Along with roadway widening, the project consisted of 700 linear feet of storm drain, improved culverts at driveway locations, utility adjustments and relocations, irrigation facility relocation/reconstruction, PCC pavement near the intersection, and coordination with the traffic signal improvements designer.

One Camelback, Cushman and Wakefield, Arizona. Project Manager for the Design and Coordination with the City of Phoenix for the construction and installation of a new storm water metering and sampling vault.

Wastewater Treatment Plant (WWTP) Improvements 140-12, Town of Superior, Arizona. Project Engineer responsible for assisting the Project Manager with completion of the treatment plant and conducting inspections to ensure proper completion.

Well #2A Improvements 104-11, Town of Kearny, Arizona. Project Manager, Responsible for the completion of the design, specifications, conducting pre-construction conference, overseeing the bidding and selection of the contractor, and overseeing the construction of the project.

Town Engineering Services, Town of Superior, Arizona. Plan Reviewer responsible for reviewing civil improvement plans submitted to the Town by developers. Projects include a wastewater treatment plant upgrade, pumps for an influent station, electrical work for an entire plant, and filter system upgrade.

3.A.5.b
Packet Pg. 483 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
10 Grant I. Anderson, PE
Principal Project Manager Role – Potable Water Production Profile Summary
Education: MA, Organizational Management, University of Phoenix BS, Civil Engineering, Idaho State University
Registration: Civil Engineer, Arizona No. 16961
Experience: 49 Years
Mr. Grant I. Anderson has over 49 years of engineering experience working primarily in various city/town government positions, including deputy city manager, city engineer, public works director, city council member, and mayor. Mr. Anderson's most recent experience includes serving the City of Goodyear as Deputy City Manager over Public Works, Water Management, Community Development, and Economic Development. Previously, Mr. Anderson served as the City of Glendale City Engineer for over 13 years.

Relevant Project Experience
WWTP Phase 2, Town of Winkelman. Willdan provided Professional Engineering Services to the Town of Winkelman. The project included the design and installation of a new influent flow meter; replacement of missing grating covers; making improvements to the electrical service and related panels wiring etc.; installation of a new back up emergency generator and associated electrical and new site security camera(s) for added security of facility; and purchasing of a new submersible sludge pump and hosing. The reason behind the improvements for the Wastewater Treatment Plant was to reduce the operating cost by replacing the antiquated electrical system improve plant safety and bring the plant into full regulatory compliance by providing an accurate flow meter flow and a back up emergency generator. Project cost of services was estimated at 158578.00.

WWTP Upgrade, Town of Winkelman. Willdan completed a WWTP upgrade for the Town of Winkelman.

CDBG funds were used to replace drying beds new plumps generator perimeter security fencing and electrical upgrades. The project consisted of overall project management for design services required to prepare plans and specifications for improvements to the Towns wastewater treatment infrastructure.

Kearny Wet Well, Town of Kearny. Willdan provided Professional Engineering Services to the Town of Kearny. Services included project and staffing resource oversight for design plans specifications estimates ADEQ permitting and certification bidding assistance construction administration and inspections for a 750 gpm manganeseiron removal water treatment facility. Willdan supplied contract documents for two phases per CDBG Grant restraint requirements. Work included refurbishing the 80 foot deep 700 gpm well; telemetry controls between the well water treatment facility and ground storage facility; design of an air conditioner and cover electric panel new 15000 gallon recycle tank and associated electrical improvements; topographic survey; geotechnical testing; electrical and structural design; site grading drainage and piping design; bidding process; field observation; and construction period assistance.

3.A.5.b
Packet Pg. 484 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
11 Tejal M. Gandhi, PE, QSD/QSP
Senior Engineer II Role – Hydraulics & Hydrology
Profile Summary
Education: BS, Civil Engineering, California State Polytechnic University, Pomona Registration: Civil Engineer: California #79637
Qualified SWPPP Developer/Practitioner (QSD/QSP) #C79637 25524 Experience: 14 Years
Ms. Tejal Gandhi is a registered Civil Engineer with over 14 years of experience in designing and preparing land development, transportation, refineries, and public works Civil Improvement Plans. She has provided project management, construction management, and design for numerous land development and water resource projects for public and private development. Her expertise includes demolition, site development, rough and precise grading, a compilation of project base files, street improvements, sewer, water quality, stormwater and drainage, and master planning for wet utilities. Ms. Gandhi has calculated earthwork, design drainage, and stormwater pollution treatment, and prepared hydrology and WQMP reports. Tejal has created Civil Interface Datasheet and has been responsible for calculating material takeoff (MTO).

Relevant Project Experience
Storm Drain Master Plan, City of Los Alamitos, CA. Senior Engineer. The City of Los Alamitos requires a Storm Drain Master Plan to analyze the public storm drain system, determine the deficiencies of the existing system, develop solutions to meet capacity requirements for a 10- year storm, and estimate the cost to install the necessary storm drain improvements to meet the capacity requirements. Willdan will conduct the necessary research, investigation, field reviews, and analysis to prepare a comprehensive geodatabase of the City's flood control and drainage facilities in ArcGIS. The final report and recommendations will help the City Council understand what the City’s drainage needs will be, at what cost and identify the top ten deficient drainage systems and necessary improvements.

SSMP Update, City of Sierra Madre, CA. Senior Engineer. Willdan will undertake document reviews and initiate discussions with City staff to identify needed changes; issues of concern; expressed community concerns, if any; and operational problems experienced with the existing SSMP language or practices. We will then begin drafting updates to the various required components of the SSMP for further review and discussion with City representatives. Each of the required eleven components will be reviewed and updated as necessary to comply with the initial and amended waste discharge requirement (WDR) under Order No. 2006-0003-DWQ of the SWRCB. Reviews and updates are anticipated for each of the specific components described in the proposal.

Storm Drain Rehabilitation, City of Rolling Hills Estates, CA. Senior Engineer. The City of Rolling Hills Estate had identified one (1) deteriorated storm drain outlet and eight (8) storm drain inlets that allowed soil and debris to enter the City’s storm drain system. The City retained Willdan to evaluate the condition of each storm drain outlet inlet and provide them with an engineered design and construction package for the rehabilitation or replacement of each facility. As part of the design services Willdan included erosion control measures to help mitigate future clogging and reduce the cost of debris removal.

Sanitary Sewer Feasibility Study, City of Rolling Hills, CA. Senior Engineer. Willdan provided a feasibility study for the sanitary sewer to Middleridge Lane and Williamsburg Lane.

3.A.5.b
Packet Pg. 485 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
12 Kenneth R. Krieger
Senior Designer II Role - Hydraulics & Hydrology
Profile Summary
Experience: 35 Years
Mr. Kenneth R. Krieger has 35 years of experience at Willdan in the design of various improvement projects for several public agencies and municipalities. He is specialized in the development and execution hydraulic modeling software for flood control, storm drain and sewer related projects. He is trained and experienced with HEC-2, HECRAS utilizing River CADD, Storm Plus, WSPG, AES and Hydra software packages including H20Map Sewer training and other sewer hydraulic modeling software. He has performed hydrology and hydraulic calculations on numerous flood control channels, storm drains and performed capacity analysis on over 10 complete sewer systems within the past 6 years. He is also fully versed on Micro Station, AutoCAD and ARCGIS software.

Relevant Project Experience
Caperton Canal Segment Hydraulic Analysis, Placer County Water Agency. Hydraulic Analyst responsible for conducting a hydraulic analysis for Placer County Water Agency. The Scope of Services will focus on a specific segment of the Caperton Canal beginning at Spill Nbr9 (approximate end of Bickford Ranch’s encasement obligation) and terminating at the Sunset Water Treatment Plant. The hydraulic analysis will be completed to identify the improvements which can be made. Review of potential improvements and improvement combinations will be conducted with PCWA staff to arrive at a preferred project. This will include analysis of service connections along this segment to a sufficient level to make demand assumptions by season.

Magnolia Channel Improvements, City of Chino, CA. Hydraulic Analyst. Willdan provided professional engineering services to the City of Chino for improvements to Magnolia Channel. The purpose of the project was to regrade the existing 1.2 mile channel segment between Appalachian Street and Kimball Avenue and to install hydraulic improvements that would minimize future channel erosion. Willdan was responsible for identifying and hydraulically modeling potential erosion control alternatives preparing the complete plans specifications and estimate (PS&E) bid package and construction period engineering assistance. To minimize erosion in the future channel Willdan hydraulically evaluated the effects of check dams slope stabilization channel area and varying slope and submitted the prepared a hydraulic summary that was used by the city to select the best alternative. Upon selection Willdan prepared a PS&E bid package that included construction plans for the selected design for the regraded channel design.

Sewer Master Plan, City of Lakewood, California. Willdan was retained to prepare a sewer master plan report for the entire 160 miles of existing local collection sewers. The work effort involved obtaining all industrial waste discharge permits, all sewer studies and maintenance reports (including known deficiencies) from the LACDPW-Sewer Maintenance Div. Select flow monitoring samples were also obtained for correlation of the model to be used. Formatting a computer model and importing current land use records was followed by performing an evaluation of the sewer system capacity to determine any deficiencies and to develop recommendations for capital improvements.

Sewer Master Plan, City of Covina, California. Senior Designer. Assisted with preparation of a comprehensive sanitary sewer master plan and management program to repair or replace the existing sewer lines, upgrade the sewer system, and provide a sewer system capacity analysis. The master plan included a narrative report, a database (including a pipeline inventory), video inventory, electronic base map, and a five-year capital improvement plan with cost estimates.

3.A.5.b
Packet Pg. 486 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
13 Fredrick E. Wickman, PE
Project Manager III Role – PS&E & Design
Profile Summary
Education: BS, Civil Engineering, Michigan Technological University Registration: Professional Civil Engineer, California No. C 47979 Professional Civil Engineer, Texas No. 127997
Professional Civil Engineer, New Mexico No. 24637
Experience: 32 Years
Mr. Fred Wickman offers three decades of municipal engineering and public works capital improvement project experience. His experience working for public agencies and for private companies enables him to provide a valuable point-of-view for municipal projects. He brings his experience of city engineering, project management, and supervision of design teams to provide the sound engineering and economical solutions to roadway and storm drain projects. During the past 10 years, Fred has been primarily involved in design of Capital Improvement Program (CIP) projects and staff augmentation services for public agencies. He is familiar with the approval and permitting procedures of federal, state, county, and local jurisdictions.

Relevant Project Experience
Sewer Improvements at Beck Avenue and Orchard Avenue, City of Bell, CA. Project Engineer. Willdan provided sewer improvement plans to upgrade 1,100 linear feet of deficient pipe along Beck Avenue and Orchard Avenue.

La Puente Park Sewer and Park Improvements, City of La Puente, CA. Project Engineer. Willdan provided engineering design and project management services for sewer and park improvements at La Puente Park. The project involves the upsizing of an existing sewer line in the park; constructing an additional sewer lateral; constructing all new decorative walkways including drainage system; reconfiguring, repaving, and restriping the parking lots; and installing new lighting and landscaping.

Lakewood Boulevard Regional Corridor Enhancement, City of Lakewood, CA. Project Engineer.

Willdan provided design engineering services for complete green street improvements between the north city limit and Del Amo Boulevard. Improvements involved street widening and median improvements; Class II bike lanes in both directions; turn lanes; landscape planting and irrigation; overhead distribution and transmission power undergrounding; sidewalk curb and gutter and driveway approach reconstruction; street resurfacing; catch basin construction; storm water quality improvements to comply with Green Streets policy; bike lockers bus shelter and traffic signal modifications. Services provided include civil, traffic, pavement, drainage, and geotechnical engineering, landscape architecture, survey and right of way engineering, utility coordination and relocation, preparation of an initial study checklist and a mitigated negative declaration pursuant to the California Environmental Quality Act.

3.A.5.b
Packet Pg. 487 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
14 Bernardo Reyes
Senior Designer I Role – PS&E & Design
Profile Summary
Experience: 21 Years
Mr. Bernardo Reyes is responsible for designing and preparing CADD drawings utilizing both MicroStation and AutoCAD for public works project geometric plans and final plans, specifications. His experience includes designing street widening, street realignments, drainage facilities, sewer improvements, and waterline improvements. Mr. Reyes has 18 years of experience in computer aided drafting and design system operations as well as engineering software such as Civil 3D.

Relevant Project Experience
Firestone Boulevard Phase 2, City of South Gate, CA. Willdan is providing engineering design services for a catch basin replacement and storm drain improvement project for two locations on Firestone Boulevard; the services include providing recommendations for design of new catch basin and storm drain alignment and preparing plans, specifications, and estimates (PS&E) for the projects.

West Ward Sewer, City of Ridgecrest, CA. Review and evaluation of existing Closed Circuit Television (CCTV) reports and video of the mainline sewer, and lateral pipes, to determine required sewer repairs, and the preparation of plans, specifications, and engineer’s estimate (PS&E) of the probable cost for the repairs. The area to be evaluated will be West Ward Avenue between N. China Lake Boulevard and N.

Downs Street.

Bowman Channel, City of Ridgecrest, CA. Willdan provided environmental, survey, hydrology analysis, hydraulic design, and permit acquisition services to construct master-planned improvements at the intersection of Bowman Channel and South Norma Street and along the channel between South Downs Street and South China Lake Boulevard. The project will consist of a culvert with headwalls and wingwalls, check structures and street restoration. Hydraulic calculations will be performed to confirm the Master Drainage Plan, analyze the Bowman wash and provide adequate capacity. FEMA funds will be utilized for the project.

Buena Vista Storm Drain, De Luz Community Service District. Willdan will assist the District in repair of damaged culverts and roadway in reaction to heavy storms that completely washed out the existing three 60-inch diameter corrugated metal pipes and entirely washed out the roadway above. Field survey and environmental permitting will be coordinated and conducted for the project. A full hydrology analysis with supporting calculations will be conducted to ensure the culverts have adequate capacity and the existing perennial stream will not be adversely affected. Full PS&E will be provided with a storm drain profile, street and drainage improvements. Willdan will provide bid assistance services to help bid the project and answer any RFI's from the bidders.

3.A.5.b
Packet Pg. 488 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
15 David Knell, PLS
Principal Project Manager Role – Survey & Mapping
Profile Summary
Education: BS, Cartography, Boston University, Boston
Civil Engineering and Land Surveying Classes, California State University, Long Beach Registration: Land Surveyor, California No. 5301
Experience: 45 Years
Mr. David Knell has a wide range of experience preparing and checking subdivision maps. As a contract map checker for the Cities of Agoura Hills, Dana Point, Lake Forest, Bell Gardens, Paramount, and Cerritos and as a surveyor in private practice, Mr. Knell has been involved in preparing and checking numerous parcel maps and tract maps, ALTA surveys, records-of-survey, lot line adjustments, parcel map waivers, certificates of compliance, and boundary determination. He is responsible for preparing legal descriptions and sketches for a wide range of easements involving utilities, air space reservations, and construction projects. Mr. Knell works with major utilities and title companies in determining easements and correcting defective legal descriptions. His experience includes supervising field crews, overseeing an office staff dealing with various survey projects, and extensive experience with local, state, and federal agencies.

Relevant Project Experience
Marloma Preliminary Study, City of Rolling Hills Estates, CA. Willdan will create a preliminary sewer study for the Marloma Neighborhood to allow the creation of a special district for sewer to convert the neighborhood's septic tanks into a sewage collection system. Willdan will perform an aerial survey and ROW mapping to collect the necessary data. Willdan will perform a geotechnical exploration to investigate soil conditions. Willdan will perform sewer capacity calculations and explore the best alignment for the sewer system. Willdan will create a budgetary cost estimate for the project. Willdan will collect all of this data into a Preliminary Sewer study and present this at a workshop with residents and the City Council to explore the options of forming an assessment district and construction of the project.

Lakewood Boulevard Regional Corridor Capacity Enhancement, City of Lakewood, California.

Survey/Right-of-Way Task Manager responsible for providing and overseeing all mapping and right-of-way engineering required for complete street/green street improvements between the north city limits and Del Amo Boulevard. Improvements involved street widening and median improvements; Class II bike lanes in both directions; turn lanes; landscape planting and irrigation; overhead distribution and transmission power undergrounding; sidewalk, curb and gutter, and driveway approach reconstruction; street resurfacing; catch basin construction; storm water quality improvements to comply with Green Streets policy; bike lockers, bus shelter, and traffic signal modifications. Services include civil, traffic, pavement, drainage, and geotechnical engineering; landscape architecture, survey and right-of-way engineering, and utility coordination and relocation.

3.A.5.b
Packet Pg. 489 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
16 Sheila McCracken
Senior Designer I Role – Utility Coordination
Profile Summary
Experience: 33 Years
Ms. Sheila McCracken is a Senior Designer at Willdan. She assisted with design and preparation of a variety of local street, highway and railroad projects, and flood control projects; all of which included utility research and base mapping. She has been responsible for the preparation of CAD drawings, both MicroStation and AutoCAD, for geometric plans and final plans, specification, and estimates for several projects on the state freeway and highway system. These drawings were subject to review by Caltrans. Ms.

McCracken has 33years experience with computer-aided drafting and design system operations, such as MicroStation and AutoCAD, as well as engineering application software, such as InRoads and Land Desktop.

Relevant Project Experience
East Bishop Storm Drain, City of La Habra, CA. Willdan provided engineering design for a storm drain to connect two existing concrete pipes and eliminate the concrete channel running within an easement between residences. The improvements encompassed re-moving 700 linear feet of masonry block wall channels and the arch plate culvert under Bishop Drive, installing new manhole structures and 600 linear feet of reinforced concrete drain pipe connecting to existing pipes on either end of the project limits, replacing asphalt and concrete removed to construct the drain pipe system and inlets, coordinating with and relocating involved utilities, coordinating with residents regarding grading, fencing, and landscape materials abutting their properties, performing related traffic control, replacing pavement markings, and protecting/replacing survey monuments and references.

Sewer Repair Program, City of Ridgecrest, CA. Willdan was responsible for the evaluation design and preparation of construction documents and construction management for the replacement of 12022 linear feet of sanitary sewer pipe. Willdan’s design team reviewed available CCTV records to evaluate the conditions of the existing sanitary sewer line. Willdan then used the findings of the evaluation to determine which sections of the sanitary sewer and corresponding manholes could be repaired and which sections needed to be replaced. We then prepared the design and construction documents for Phase 1 of the City’s new multiyear sewer rehabilitation and replacement program. The final construction project included 6890 linear feet of sewer rehabilitation 5130 linear feet of sanitary sewer replacement the reconnection of 172 laterals with Brim style inserts and full street width pavement rehabilitation over the 5130 foot sewer replacement road segment.

Sewer Replacement, Reyes Construction, Inc. Willdan provided design services for this NAVFAC design-build project. Willdan assisted with the replacement/repair of existing sanitary sewer pipes manholes and lateral connections on the MCRD San Diego. The design services included: geotechnical investigation materials testing field survey design of sewer replacement/repair facilities (utilizing CIPP lining pipe bursting and open trench methods) replacement of affected surface improvements required review meetings and submittals prior to construction. Engineering services included submittal reviews materials testing and as built records preparation.

3.A.5.b
Packet Pg. 490 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
17 Tamara L. Boeltl
CAD Operator II Role – Utility Coordinator
Profile Summary
Education: General Education, Moorehead State University, Minnesota Blueprint Reading, Fullerton Community College, Fullerton Building Construction, Pasadena Community College, Pasadena Business English, Rio Hondo College, Whittier
Experience: 33 Years
Ms. Tamara L. Boeltl is responsible for the mapping of utility plans for various projects undertaken by Willdan. She is computer literate in GIS, CAD, Microsoft PowerPoint, Visio, Illustrator, and Adobe Photoshop, as well as a variety of spreadsheet and word processing software. Ms. Boeltl has more than 33 years of experience encompassing a variety of activities including coordination of computer graphic displays, presentation layouts, brochure design, slide creation, drafting, utility coordination, and GIS mapping.

Ms. Boeltl has also served as Senior Construction Permit Specialist for the Cities of Agoura Hills, Alhambra, Bell Gardens, Calabasas, Dana Point, Lake Forest, Malibu, Rolling Hills Estates, Rosemead, Santa Clarita, South El Monte, and West Hollywood. Primarily, she was responsible for office management and personnel training. Her public counter duties consisted of explaining public works codes, ordinances, and requirements to owners, contractors, and the general public. Additionally, Ms. Boeltl reviewed applications, issued permits, maintained records, and prepared status reports for the building and safety departments. She also conducted plan check for minor public works projects. Ms. Boeltl performed all aforementioned duties on an interim basis for the Cities of Claremont, El Segundo, Hidden Hills, La Habra Heights, Lancaster, the County of Santa Cruz and Costa Mesa Sanitary District. Another specialized service Ms. Boeltl has performed for the Cities of Hemet and Indian Wells is counter procedure assessment, preparation of counter manual, and additional staff training.

3.A.5.b
Packet Pg. 491 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
18 Rex B. Miller
GIS Analyst II Role – GIS
Profile Summary
Education: BS, Civil Engineering, University of Texas, Arlington Experience: 29 Years
Mr. Rex Miller has 29 years of experience as a civil engineer, including 8 years of experience providing technical support to civil engineering software users. He coordinates all GIS-related activities at Willdan Engineering, and provides GIS consulting, training and staffing support throughout the Willdan Group of Companies (WGI). He is responsible for training engineers and technicians in the use of GIS, and works with the IT Department to acquire, install and configure GIS hardware and software. He supports WGI’s disciplines in municipal planning, public agency accounting and financing, geotechnical engineering, environmental engineering, land surveying, traffic analysis, transportation planning, and public safety operations solutions in emergency response and disaster management.

Mr. Miller applies GIS to support administration, planning and management activities of government agencies, is proficient in the use of CAD systems and provides expertise in CAD/GIS interoperability. He is familiar with software for hydraulic modeling and coordinate-geometry calculations, and has experience in optimizing GIS databases for use as a data source for analysis and design applications. He is experienced in linking spreadsheets and databases to interact with GIS.

Relevant Project Experience
Sewer GIS and GIS Base Map, City of Placentia, CA Managed a project to convert paper record documents of the city's sanitary sewer system to electronic format and perform an inventory of the sewer system. A GIS base map was prepared using parcel and streets GIS data from Orange County Department of Public Works and city boundary GIS data from the Orange County Local Agency Formation Commission. The city's 47 sewer atlas maps were georeferenced to use as a base for digitizing the storm drain features. Sewer construction plans were scanned and hyperlinked to the corresponding features in the GIS map.

Sanitary Sewer Condition Assessment, City of Palmdale, CA. Coordinated and reviewed the input and updating of GIS files using data from construction plans, sewer master plan and sewer system management plan documents. Integrated data from CCTV inspections into the city’s GIS, including hyperlinking of CCTV inspection reports and creation of a sewer pipe defect locations layer. Prepared report exhibits depicting the overall condition of the sewer system.

Storm Drain Master Plan, City of La Habra, CA. Willdan has been retained to prepare an updated storm drainage master plan for the city. The services include an assessment of existing system facilities and planning capital improvements and budgets. The result will be a current plan, identification of projects, a basis for a fee assessment, and to meet the current storm water criteria.

3.A.5.b
Packet Pg. 492 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
19 Mohsen Rahimian, PE, GE
Supervising Engineer Role – Geotechnical
Profile Summary
Education: MS, Civil Engineering, Tehran University, Tehran, Iran Registration: Civil Engineer, California, No. C73396 Geotechnical Engineer, California, No. 3059 Experience: 33 Years
Mr. Mohsen Rahimian, PE, GE has more than 33 years of experience providing geotechnical engineering and materials testing services. He has been an integral team member on a wide variety of projects ranging from schools and colleges, commercial, industrial, residential, ports and harbors, public works, and transportation projects, including major bridges and roads.

Relevant Project Experience
Sandia Creek Construction Management, De Luz Community Service District. Willdan provided inspection, construction management, and labor compliance for the Project. The work comprises of the repair of a washed-out roadway and culverts affected by washout at both locations of Sandia Creek Dr. & Via Vaquero Rd. Work shall include but not be limited to Earthwork, Paving, Headwall Construction, Storm Drain Improvements and Pipe Lining.

Water Transmission Main, City of Santa Monica, CA. Willdan is providing construction management and inspection services for two City projects being constructed under one construction contract. The Water Transmission Main Project includes installation of approximate 7,000 LF of new 16” DIP water transmission main in both the City of Santa Monica and the City of Los Angeles, complete with interconnections, valves, air vacs, blowoffs, and all other apparatus to provide an operable pressurized water system, as well as abandonment and/or removal of interfering water main piping. The Well Equipping Project includes construction of 3 groundwater well projects, two for extraction only (Wells SM-8 and SM-9) and one for injection and extraction (Well SM-10i). Each well site includes equipping with well pedestal, discharge piping, waste line piping, valves, and appurtenances, well disinfections systems, architectural façade wall including gabion wall, laser cut wall panels, and swing gates, and support infrastructure such as minor grading and sitework, permeable pavers, crushed rock, driveways, electrical and controls, fiber optic, and minor offsite piping.

3.A.5.b
Packet Pg. 493 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
20 Nicholas Pedersen
Director Role – Electrical & Mechanical
Profile Summary
Education: BS, Electrical Engineering, Kansas State University MBA, Business Administration
Registration: Electrical Engineer (EE), CA 22482
Experience: 22 Years
Mr. Nicholas Pedersen has more than 22 years of experience providing electrical and mechanical engineering services. He has been an integral team member on a wide variety of projects ranging from schools and colleges, commercial, hospitals, and transportation projects.

Relevant Project Experience
Water Well #3 Plan Review, City of Pico Rivera, CA. Willdan will provide professional engineering services to review City's water well # 3 improvement project plans, specifications and estimates.

Marriott Bayview Newport Beach Chiller Project Management and Engineering Services, Host Hotels & Resorts. Willdan Energy Solutions (Willdan) proposes to provide engineering and project management services to ensure quality implementation of the replacement of the two original chillers. The Scope of services will include: Project Development - Perform site visit to conduct review of related equipment conditions building conditions potential occupancy constraints and other pertinent site conditions to the project. Perform detailed analysis of existing equipment and configuration to analyze replacement options of “like for like” and/or options that may provide increased efficiency. Work with Director of Engineering and HHR to establish design goals and criteria for all system upgrades identified. Provide all mechanical and electrical engineering services related to the design and engineering of new systems.

Morton County Hospital. Replaced cooling tower with new evaporative fluid cooler. Replaced condenser water piping and installed new condenser water pump. System was designed to be incorporated in future water source VRF system. Installed new DDC building automation system with graphical user interface Replaced failing steam heat exchanger with new steam heat exchanger. Installed controls to operate new steam heat exchanger. SCOPE Evaporative Fluid Cooler DDC Controls VRF (AS or WS).

Inglewood Transit Center 2019, City of Inglewood, CA. Willdan will do the design and engineering of a

3.8 acres Multi Modal Transit Center Facility. The project is located at the southeast corner of Prairie Avenue and Arbor Vitae Street in the City of Inglewood. The proposed transit facility will be a regional hub and destination drop off and pick up for the Rams Football Stadium. The professional services that Willdan will perform are PS&E preliminary concept design utility relocations geotechnical report hydrology study storm water mitigation parking lot and pedestrian lighting landscaping on site pedestrian amenities and security systems.

3.A.5.b
Packet Pg. 494 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
21 Chris Fisher
Vice President, Group Director Role – Financial Services Profile Summary
Education: Bachelor of Science, Finance, San Francisco State University Experience: 22 Years
Chris Fisher is the Group Director of the Financial Consulting Services group with Willdan Financial Services. With 22 years at Willdan, he has managed an array of financial consulting projects for public agencies throughout California, Arizona, Texas, Colorado, and Florida; coordinating the activities of resources within Willdan, as well as those from other firms working on these projects. Mr. Fisher also possesses extensive knowledge specific to Proposition 218 compliance.

Relevant Project Experience
Water and Wastewater Fee Study, City of Lakeport, CA. Mr. Fisher led the engagement for Lakeport in the role of the principal-in-charge. The project included the completion of a comprehensive financial model, with multiple iterations and alternatives to address a situation where the City had not increased rates in several years. He led discussions with staff to outline the options and make adjustments as necessary. He also worked closely with the City and its legal counsel to update rates and to incorporate tiers while ensuring compliance with Proposition 218 and the San Juan Capistrano Court decision.

Water and Sewer Utility Rate Study, City of Guadalupe, CA. Mr. Fisher served as the principal-incharge for the City’s recent water and sewer rate study, providing technical assistance throughout the project, conducting working discussions with City Staff to evaluate financial and rate options, and coordinating the project. He oversaw the development of the comprehensive financial plan, and preparation of rate alternatives and analysis. This engagement included the development of a comprehensive financial model and updated water and sewer rates, including identification of the rates of comparable jurisdictions and a comparative rate and cost analysis.

Water Rate Study, City of Soledad, CA. Mr. Fisher was the project manager for this engagement with the City of Soledad, to complete a comprehensive financial plan and rate study for their water utility. Recent proposed water rate adjustments were put off due to economic and political uncertainty and both utilities were facing significant capital projects that had also been delayed. The water utility was losing money with existing rates and would have continued to do so if not addressed. Mr. Fisher worked with City staff through the process of gathering and verifying data, developing a comprehensive revenue sufficiency analysis, including an on-site meeting to review the budget in detail. He also oversaw the development of the rate and financial model, including the basic revenue requirements, cost causation and basic rate scenarios.

Once complete, Mr. Fisher finalized the rate recommendations with City staff prior to presentation to the City Council.

3.A.5.b
Packet Pg. 495 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
22 Subconsultant Team
Our in-house team will be augmented with four subconsultants – Cannon Corporation, Bess Testlab, Inc.

Richard C. Slade & Associates LLC, and Khatri International, INC – as described below. Willdan ensures all subconsultants provide the same caliber of performance that Willdan provides by holding our subconsultants accountable to Willdan's high standards of performance, scheduling, and budgetary controls. Subconsultant deliverables are included as part of Willdan's project-specific quality assurance plan.

Cannon Corporation
Cannon Corporation (Cannon) has been providing services to California public agencies since 1976. Their local survey team consists of highly trained and experienced professionals with three registered land surveyors and fully staffed field survey crews.

Cannon’s survey team utilizes cutting edge technology to further facilitate accurate data assessments, including current versions of AutoDesk Civil 3D software to facilitate expedited ALTA, topographic mapping and preparation of legal descriptions. Their field crew and office staff are linked with wireless connections from field laptop computers directly to Cannon’s office operations – enabling more efficient and cost-effective field surveying and office mapping by transmitting data utilizing instantaneous real time communication.

Bess Testlab, Inc.

Bess Testlab, Inc. (Bess) – a California corporation since 1967 – provides a complete range of utility solutions to both private and public companies throughout California. Bess is committed to providing quality service that exceeds clients' needs and expectations using the most advanced technologies available. They utilize state-ofthe art electromagnetic and acoustic pipe locators as well as our ground penetrating radar systems to designate underground utilities. Bess specializes in hard-to-find facilities and blind searches by using a combination of electromagnetic, acoustic, and ground penetrating radar technologies to solve the most challenging underground utility designating jobs. In addition, the firm uses vacuum excavation potholing to expose underground utilities to the naked eye and positively determine actual depth and physical conditions. With 30 trained technicians on staff, utility locating services are always performed by trained and experienced professional technicians.

Richard C. Slade & Associates LLC
Independent consulting practice established in 1983 to provide technical, professional, and direct personal services to the groundwater industry. Hydrogeologic projects have included groundwater resource development; locating and designing water wells; assessing potential degradation resulting from hazardous waste sites and sanitary landfills; conducting water level and water quality monitoring from monitoring networks; defining aquifer characteristics from long-term aquifer tests in active wells; observation and monitoring of water well construction; providing expert witness testimony for a variety of groundwater Specialty Services
to Be Provided
▪ Design Survey
Specialty Services
to Be Provided
▪ Potholing
Specialty Services
to Be Provided
▪ Groundwater Geology

3.A.5.b
Packet Pg. 496 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
23 cases; and providing hydrogeologic elements and mitigation measures for environmental assessments.

Between 1997 and 2008, RCS prepared several studies in the Hemet-Menifee-Perris-San Jacinto areas of Riverside County. These studies were conducted for the Eastern Municipal Water District (EMWD), between 1997 and 2008, for the purpose of evaluating the available groundwater resources of this region.

These studies brought together work performed by RCS on several water wells and exploratory test hole drillings with available data obtained from EMWD to help characterize and locate sources of groundwater.

From these data, correlation of electric logs was performed and geologic cross sections were generated to help reveal the hydrogeologic conditions and general geometry of the basins.

More recently, in January 2018, RCS provided hydrogeologic services to EMWD related to preparing for the Preliminary Well Design report, Technical Specifications, and bidding support for the EMWD Well No. 205 (Well 80 Replacement) project. The project location was at the intersection of the Ramona Expressway and 7th Street in the City of San Jacinto.

Khatri International, INC
Khatri International is a civil and structural engineering firm with an office in Pasadena, California serving public agencies for over 22 years. Their project experience covers general building design, structural engineering, seismic design, wind tower design, civil engineering and infrastructure work including pipeline, reservoir design, food control facilities, storm drain, water pump stations, and construction management aspects. Dr.

Dilip Khatri has over 36 years of experience in structural design, seismic evaluations, structural retrofit design of buildings, civil engineering, land planning, wind towers, and foundation structures. His responsibilities for this project include expert consultation related to Seismic and Structural Analysis, Project Management, Structural Design, and overall project direction.

Specialty Services
to Be Provided
▪ Structural

3.A.5.b
Packet Pg. 497 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
24 Firm Qualifications
A. Water
Client Project Description Contact
Glenoaks Boulevard
Street
Improvements
(107289)
City of San Fernando
117 Macneil Street
San Fernando, CA
91340
Key Personnel:

Vanessa Munoz –
Project Manager;
Tamara Boeltl – Utility
Coordinator
Willdan provided preliminary and final engineering
design services to the City of San Fernando for their
HSIP Cycle 7 improvements. The design involved
traffic signal modifications to protected left turn
phasing and non-landscaped raised doweled
medians for the length of the turn pockets at Arroyo
Street, Griswald Avenue, Grand Boulevard, Maclay
Avenue, Haring Avenue and Orange Grove Avenue.

The project involved 1.27 miles of street resurfacing
between the east and west city limits. The project
Improvements included: street water, storm drain,
traffic signal, signing and striping design, topographic survey, potholing, utility coordination, NEPA & CEQA
clearance, federal paperwork administration,
geotechnical, and pavement engineering and public
outreach.

Project Dates: October 2017 – April 2019
Patsy Orozco
Civil Engineering
Assistant
(818) 898-1204
Email:
[email protected]
Client Project Description Contact
Annual Pavement
Rehabilitation
(109413)
City of Lynwood
11330 Bullis Road
Lynwood, CA 90262
Key Personnel:

Vanessa Munoz –
Principal-in-Charge;
Tyrone Peter –
Project Manager;
Tamara Boeltl –
Utility Coordinator;
Kenneth Krieger –
Senior Designer; Rex
Miller - GIS
Willdan was selected for the preparation of plans,
specifications, and estimates for the City of Lynwood‘s Annual Pavement Rehabilitation project. The project
included five (5) phases for the rehabilitation of local streets throughout the City. The project also included
replacement of existing water mainlines, services, and
water meters and sanitary sewer lining or replacement
that were identified as either in need of replacement
due to age and/or required up-sizing per the City’s
water and sewer master plans. Willdan reviewed the
proposed improvements for each of the street
segments and identified the streets that include
similar improvements and prepared separate plans,
specifications, and estimates for each of the five
phases. The combined estimated cost for the
improvements was $11.5 million and included over
4,000 tons of ARHM pavement, 13,950 LF of water
mains, 1,900 LF of new VCP sanitary sewers, and
2,400 LF of CIPP sewer lining with spot repairs.

Project Dates: August 2019 – April 2021
Lorry Hempe
PW Special Projects
Mgr.
(310) 603-0220
Email:
[email protected]

3.A.5.b
Packet Pg. 498 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
25 Client Project Description Contact
Golden State Water
Acquisition
Feasibility Study
(108000)
City of Lakewood
5050 Clark Avenue
Lakewood, CA 90712
Key Personnel:

Tyrone Peter –
Project Manager;
Bernardo Reyes -
Engineer
Willdan provided a feasibility analysis for the
acquisition and integration of the existing Golden
State Water distribution network within the City of
Lakewood. Willdan evaluated the existing network to
determine whether the network within city limits could
be disconnected from the existing network. To
determine the feasibility the existing GSW network
was evaluated for its ability to function as a stand
alone network after removal of the distribution lines
within city limits. Willdan evaluated and compared the
detached GSW network with the existing distribution
network to identify the best solutions for the City to
provide service to the detached GSW network. This
included evaluating the existing well capacity and/or
a service connection from the City s distribution
network to facilitate the additional network demand.

Willdan conducted a preliminary evaluation of the
infrastructure acquisition cost. Based upon the
findings Willdan analyzed the financial aspects and
impacts of the water system acquisition. Willdan
provided a technical memorandum detailing the
study’s findings.

Project Dates: June 2018 – April 2019
Lisa Rapp
Director of Public
Works/City Engineer
(562) 866-9771
Email:
[email protected]

3.A.5.b
Packet Pg. 499 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
26 B. Wastewater (Sanitary Sewer)
Client Project Description Contact
Sewer Master Plan
Update
City of Covina
125 E. College Street
Covina, CA 91723
Key Personnel:

Chris Stone - Project
Engineer; Tyrone
Peter - Project
Manager; Ken Krieger
- Designer;
Willdan was responsible for updating the City’s Sewer
Master Plan. The project involved hydraulic modeling
of the City’s 120 miles of gravity sewer pipelines using InfoSewer software. Computation of sewer flow
generation for existing and build out conditions was
determined by using zoning and land use data. The
sewer flow network contained 105 drainage areas that
were modeled individually and collectively. Sewer
segments that were found to be deficient were
identified and cost estimates for their replacement
were developed to establish CIP projects. A
comprehensive document was developed to present
the information in textual and mapping formats as well
as supported by technical appendices.

Project Dates: January 2020 – August 2020
Rafael Fajardo,
City Engineer
(626) 384-5489
Email:
[email protected]
Client Project Description Contact
SSMP Update
(108331)
City of Lynwood
11330 Bullis Road
Lynwood, CA 90262
Key Personnel:

Tyrone Peter –
Project Manager;
Chris Stone – Project
Engineer; Kenneth
Krieger – Senior
Designer; Rex Miller
– GIS Analyst
Willdan prepared the update to the City’s SSMP.

Duties included review of the existing SSMP and
updating it to reflect current information relative to the 2013 SWRCB Order, city ordinances, city personnel
and organizational structure, FOG control ordinances,
and updating technical appendices including modeling
the City’s 81 miles of sewer lines using InfoSewer and
adjusting sewer flow generation rates based upon flow
monitoring data, evaluating the sewer system and
identifying deficient sewer lines, recommending
improvements to correct deficiencies, developing
improvement cost estimates and CIP schedules. The
project also included preparation of a Wastewater
Capacity Fee Study to develop fees to recover the
costs associated with capital investments made by the
City to make service available to future users.

Project Dates: November 2018 – May 2020
Lorry Hempe
PW Special Projects
Mgr.
(310) 603-0220
Email:
[email protected].
us

3.A.5.b
Packet Pg. 500 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
27 Client Project Description Contact
Sewer
Improvements on
Beck and Orchard
Avenues (110209)
City of Bell
6330 Pine Avenue
Bell, CA 90201
Key Personnel:

Ron Stein – Engineer;
Michael Bustos –
Construction
Manager; Tamara
Boeltl – Utility
Coordinator;
Willdan provided sewer improvement plans to
upgrade 1,100 linear feet of deficient pipe along Beck
Avenue and Orchard Avenue. Willdan provided
project management, contract administration,
construction observation, engineering support, utility
coordination, labor compliance & material testing for
the Sewer Improvements on Beck and Orchard
Avenues Project. The project included replacing the
existing 8-inch sewer with 10-inch vcp, pavement cold
milling and ARHM overlay, sidewalk, cross gutters,
ADA ramps, adjusting manhole frames and valves to
grade, and striping. Project also included the
installation of a bypass line implemented during
construction.

Project Dates: January 2020 – February 2021
Allan Perdomo
Community Services
Director
(323) 773-1596
Email:
aperdomo.cityofbell.org
Client Project Description Contact
Sewer Service
Feasibility Study –
Phase II (107599)
City of Rolling Hills
2 Portuguese Bend
Road
Rolling Hills, CA 90274
Key Personnel:

Chris Stone – Project
Manager
Willdan was responsible for the preparation of the Phase II Study addressing the feasibility of providing sanitary sewer service to the City of Rolling Hills City Hall, Tennis Court Site, and upstream properties. The project
involved analyzing the feasibility of connecting to the existing sanitary sewer in Rolling Hills Road,
approximately 1,300 feet downstream. A Sewer Area
Study of approximately 900 acres was prepared which
determined the parcels and sewer flow rates tributary to the sewer and conceptually determined the sewer
improvements required. “Will-serve letters” were
obtained from the Sanitation District of LA County, and the Sewer Area Study was coordinated with and
approved by the affected agencies of Rolling Hills
Estates, Torrance and LACDPW.

Project Dates: July 2018 – May 2020
Elaine Jeng
City Manager
(310) 377-1521
Email:
[email protected]

3.A.5.b
Packet Pg. 501 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
28 C. Stormwater
Client Project Description Contact
Sandia Creek & Via
Vaquero Storm Drain
Repair
De Luz Community
Services District
41606 Date St., # 205
Murrieta, CA 92562
Key Personnel:

Tyrone Peter – PIC
Ron Stein – PM
Ken Krieger – H&H
The De Luz CSD experienced severe storms
that completely washed out the roadways at
Sandia Creek Dr. and Via Vaquero Rd in the
County of Riverside. Willdan responded to the
emergency and prepared PS&E to repair the
roadway and underlying storm drain
improvements and was able to secure FEMA
grant money to assist with the repair. The
project required environmental permitting and
associated reports through the USACE,
RWQCB and CDFW. Willdan performed H&H
calculations to confirm the proposed
improvements were adequate to convey the
100-year storm. Sandia Creek involved a 5-
pipe system installing 425 LF of 60” CSP and
the Via Vaquero storm drain involved a 3-pipe
system with 94 LF of 48” CSP and 47 LF of 57”
x 38” elliptical RCP. Headwalls with wingwalls
and rock slope protection with a concrete cutoff wall were installed on both ends of each project to help with erosion control and bank
stability. The construction cost of the two
projects was $1,254,215.00 with a design fee
of $133,910 which included the design,
environmental permitting, bid and construction
support, and FEMA grant administration.

Project Dates: April 2019 - August 2021
James E. Emmons
General Manager
(951) 696-0060
[email protected]
Client Project Description Contact
Bowman Channel
Storm Drain
City of Ridgecrest
100 W California Ave,
Ridgecrest, CA 93555
Key Personnel:

Tyrone Peter
Ronald Stein - PM
Chris Stone – QA/QC
Bernardo Reyes –
Senior Designer
The Bowman Channel project consists of
environmental reports, survey, hydrology
analysis, hydraulic design, and permit
acquisition services to construct masterplanned improvements at the intersection of Bowman Channel and South Norma Street
and along the channel between South Downs
Street and South China Lake Boulevard.

Environmental permitting is required through
CDFW and the Lahontan RWQCB. Three
design alternatives were analyzed including
options consisting of RCP, RCB and CSP arch
pipe across the channel with the arch pipe
option being the most economical. The project
Travis Reed
Director of Public Works
760-499-5080
[email protected]

3.A.5.b
Packet Pg. 502 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
29 Client Project Description Contact
consists of approximately 100 LF of CSP arch
pipe with aluminum headwalls and 45 LF of
24” RCP lateral connections. Approximately
2,039 LF of the channel will be regraded to the
ultimate condition per the City of Ridgecrest
Master Drainage Plan with the installation of 2
check dams in the reach. Hydraulic
calculations utilizing HEC-RAS were
performed to confirm the Master Drainage
Plan, analyze the Bowman wash and confirm
adequate capacity of the proposed
improvements designed to the 100-year storm
event. Willdan assisted the City in acquiring
FEMA HMGP Grant funding for the project.

The project is estimated to have a construction
cost of approximately $670,000 with design
fees of $103,986.00 which include PS&E
production, environmental permitting and
FEMA HMGP Grant funding preparation and
administration.

Project Dates: 2020-Present
Client Project Description Contact
Garfield Avenue
Widening
Improvements
(105210)
City of Paramount
16400 Colorado
Avenue
Paramount, CA 90723
Key Personnel:

Tyrone Peter - PM
Kenneth Krieger –
Analyst; Bernardo
Reyes – Senior
Designer Tamara
Boeltl – Utility
Coordinator
Willdan provided engineering design services
for approximately 2 miles of street
improvements between the north and south
city limits. The project encompassed all
aspects of a street widening along with 43
catch basins, 2,000 linear feet of RCP storm
drain ranging from 30- to 45-inches
connecting to LACFCD’s mainline, and
construction permit coordination with
LACFCD.

Project Dates: April 2020 – January 2021
Adriana Figueroa, Director of
Public Works
(562) 220-2020
Email:
[email protected]

3.A.5.b
Packet Pg. 503 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
30 Client Project Description Contact
Cedar Avenue
Storm Drain
(102161)
City of Rialto
150 S. Palm Avenue
Rialto, CA 92376
Key Personnel:

Kenneth Krieger –
Analyst; Tamara
Boeltl – Utility
Coordinator
Willdan evaluated the stormwater runoff tributary at
the SCRRA crossing to determine the best flow runoff
distribution to receiving locations and the facilities
necessary to handle flows exceeding local facility
capacities. Hydrology and hydraulic calculations were
performed and a drainage study report prepared. The
design was coordinated with SCRRA (MetroLink),
SBCTC, SBCFCD, and local utilities affected by the
improvements. The hydrology and hydraulic
evaluation defined flow magnitude and guided design
options. Full PS&E followed along with coordination
for the railroad undercrossing conditions. The
improvements involved 600 lineal feet of RCP storm
drain pipe inside 64- and 54-inch steel casings, catch
basin, transition structures, and manholes. The pipes
were jacked and bored under SCRRA’s right-of-way
per MetroLink’s design standards.

Project Dates: September 2013- July 2014
Marcus Fuller
City Manager
(909) 820-2525
Email:
[email protected]

3.A.5.b
Packet Pg. 504 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
31 Water Resources Engineering Capabilities
 Willdan's staff is experienced with both gravity- and pressure-operated water infrastructure systems, involving:
▪ Facility Master Plans
▪ Water Wells
▪ Management/Operation Plans
▪ Trenchless Construction Methods
▪ Gravity Flow Systems
▪ Pipeline Designs
▪ Water Discharge
▪ Hydrology Modeling
▪ Permitting Criteria
▪ Water Quality Facilities
▪ Water Quality Plans
▪ Rehabilitation Methods
▪ NPDES Permits
▪ GIS for All Facility Assets
▪ Treatment Facilities
▪ Detention/Retention Basins
▪ Pressure (vacuum) Sewer System
▪ Noise Attenuation Barriers
▪ Chlorination System
▪ Feasibility Evaluations
▪ Booster Pumps
▪ Open-Channel Facilities
▪ Culverts and Headworks
▪ Stormwater Facilities
▪ Hydrology Assessments
The best evidence of Willdan’s capability to perform the needed services is our client references and our delivery of effective performance projects. Willdan will provide the City with engineering, management, and consultant services that ensure the quality, value, and sustainability of the City’s facilities and surrounding environment. These services are provided under the guidance of qualified registered engineers with the practical knowledge, experience, and technical expertise to develop unique, customized solutions.

Willdan's water resource engineering services include planning, evaluating, designing, inspecting, and rehabilitating many facets of water development, treatment, distribution, and conservation, including energy savings and technical, financial, legal, political, and regulatory requirements. Our design experience encompasses numerous types of water system projects, such as master plans and studies, design of distribution pipelines, production wells, pump stations, reservoirs, collection systems, treatment and disposal facilities, storm water and recycled water facilities, and telemetry monitoring systems. Our full complement of construction-related services covers construction observation, construction management, and construction administration.

To ensure a unified and cohesive approach, Willdan provides in-house staff capabilities in a full-spectrum of support functions, including right-of-way, utility relocation, geographic information systems, public participation processes, and interagency coordination. Community concerns, such as air quality, biological resources, land use, and growth management are addressed. Our computer-aided drafting and design technology utilizes the most advanced software and resources for computer modeling of pipeline networking, hydrogeologic groundwater basin characteristics, and watershed resources. Plans can include re-use opportunities for integration with local or regional potable water management programs when requested.

Expertise with Sewer Master Plans, System Management Plans and Design Local Agency Experience
Willdan has provided consulting engineering, facility planning, system management plans, and system designs for sewers and drainage systems for many agencies in the southern counties of California. The following experience matrix summarizes some of Willdan's relevant experience with local and regional government agencies. Given our long history of providing a full suite of engineering, security, energy, financial, and other related support services to a multitude of clients, this is just a focused excerpt of our most applicable service experiences.

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Packet Pg. 505 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
32 Client System
Mileage
Sewer
Master Plan
Sewer
System
Management
Plan
Sewer
Design
SSMP
Audit Rpt.

Drainage
Master
Plan
City of Sierra Madre 32 Update Initial &
Update
City of West Covina 227 Initial &
Update
City of Lakewood 166 Update
City of Torrance 280 Initial
City of Covina 121 Update Initial 6 Miles of
Cap.

Upgrades
City of Bell 37 Initial
City of Brea 119 Update Yes
City of South Gate 120 Initial Yes
City of Lynwood 80 Update
City of Bellflower 95 Update
City of Paramount 62 Update Yes
City of Agoura Hills 54 Initial
City of La Canada Flintridge 45 Initial
City of Westlake Village 33 Initial
Marine Corp. Air Station – Yuma 0.9 Miles
D/B Proj.

Marine Corp. Recruit Depot –
San Diego

2.9 Miles
D/B Proj.

City of Chino Update
City of Palmdale – Condition
Assmt.
111 Evaluation
Study/Rpt.

City of La Habra Yes
City of La Puente Yes
City of Fountain Valley Yes
City of El Centro Yes
Applicable Standards, Guidelines, and Specifications Experience Willdan personnel have coordinated and worked with regulatory and public health agencies that have an interest in, and authority over, sanitary sewer systems and operations. We have in-depth knowledge of the involved agencies' processes, permitting requirements, and contacts to address sanitary sewer overflow, enforcement and corrective action, construction, notification, clean-up, and required reporting.

On-Call Contract Expertise
Our history of public agency on-call contracts well prepares our staff to respond to each request from the City in a positive, efficient manner. Willdan understands the unique aspect of working on an on-call basis.

Success with this type of contract is dependent upon understanding a variety of elements, such as:
▪ Project assignments can be relatively small with short durations and minimal lead time; efficient use of resources is critical
▪ Knowledge of who key stakeholders are and immediately coordinating with affected parties

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Packet Pg. 506 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
33 ▪ Flexible services assignments to complete projects started by agency staff, quickly comprehending work-to-date, and coordinating completion activities
▪ Assignment of specific experienced staff with availability to work on project assignments as they develop is critical to moving projects forward
▪ Consistent, organized project management approach is paramount due to potentially large numbers of projects that may be in process
▪ Special attention to quality control and assurance is imperative as shorter projects may have fewer interim reviews than project-specific contracts
Based upon our experience, we know how to efficiently dovetail into a project schedule with a short lead time, assign appropriate staff, and complete the task successfully. Willdan manages all projects with a cando attitude toward time and cost-effective services. Our project management and coordination philosophy revolves around early and frequent communication with team members, including client staff, subconsultants, and project stakeholders.

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Packet Pg. 507 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
34 Description and Approach
Coordination with Private, Local, State, and Federal Agencies With 58 years of experience behind us, Willdan has worked for cities and counties across California, Nevada, Arizona, and the western United States. These relationships are critical to gaining quick approvals that keep projects on schedule. After decades of specializing in providing municipal services to public agencies, we know how to integrate technical skills and regulatory mandates in order to meet the most stringent requirements and standards. In fact, Willdan staff members have considerable experience writing industry-wide standards for agencies, which are now in effect. Willdan's staff will successfully take the City's projects from concept through construction.

Our personnel have extensive experience with oversight agencies on both sides of the table. We know how to set and enforce standards and meet them in a cooperative, productive relationship that brings projects to completion on time and within budget. Willdan’s staff has been executing projects for decades in accordance with regulatory agency standards and requirements – serving municipal agencies while diligently complying with state and federal funding requirements and promptly and efficiently executing all required forms, checklists, invoices, and expenditure reports.

Willdan has a demonstrated ability to coordinate our public works clients’ projects by effectively navigating through the various stages of local, state, and federal requirements, as well as coordinating with private development projects.

Project Approach
Staffing Project Assignments
Willdan will utilize team members in roles assigned to perform typical project tasks as identified herein.

Overview
Through our team members’ years of experience, we have developed a solid approach to working with our clients to address project-specific needs and cooperatively pursue each engineering project to successful completion. Our approach starts with an initial project discussion with the City to fully identify specific project details of concern and current issues and to clearly agree on the work scope, schedule, and budget management.

We then coordinate our team member’s assignments and time budgets through internal communication and status tracking by our designated discipline leads and/or the project manager.

Our technical approach to needs assessment, programming, design development, and production processes are modeled after recent successes we have had with similar projects and are more fully illustrated in the flowchart below.

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Packet Pg. 508 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
35 As the project proceeds, our project manager will inform the City’s representative of the work effort progress and status, as agreed at the outset of the work, including any exceptions or unanticipated situations that arise. When exception situations occur, we will immediately pursue a mutual resolution that is deemed beneficial to minimize delays or costs that may result from the identified condition. As tasks are completed or targets are reached, we will submit the required materials and/or status reports in accordance with our terms of services.

Each project has varying conditions and needs, so when and as requested, we will coordinate with affected stakeholders, permitting entities, and those directly impacted by the proposed project relative to its implementation.

Phase 1 – Data Collection/Base Assessment
Upon receipt of a written contract and notice to proceed, Willdan’s project manager will meet with the City’s representative to discuss items specific to project start-up and accomplishment. An agenda and follow-up notes will be prepared and distributed. Internal coordination meetings will be used to facilitate the respective actions to bring the design service in on schedule.

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Packet Pg. 509 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
36 At the time the notice to proceed is received, Underground Service Alert (USA) will be requested to provide a list of utility companies with facilities in the proposed pipeline alignments. Identified utility companies will be notified and asked to provide as-built drawings of their buried facilities, along with their requirements for crossing or paralleling the utilities and copies of existing plans for repairs, replacements, and changes in facilities. Known requirements for use of the right-of-way may also be obtained where such terms are at question. The applicable as-built information will be incorporated into the base drawing sheets that are to be used for the new water main plans.

The subtasks involved through completion of utility research and coordination will include:
▪ Establish a list of utility companies and other agencies that may have sub-surface facilities within the project areas
▪ Send preliminary notices to the identified entities and utility companies to establish contact and request plans on their facilities in the project locations
▪ Send preliminary plans with a second notice to the identified entities and utility companies and request response regarding the preliminary design layouts
▪ Send final plans with a third notice to the identified entities and utility companies and request any additional response for final design review consideration and for coordination of potential relocation or modification work that may be necessary
If warranted, Willdan will provide recommended locations that should be potholed to verify potential utility conflicts. In such case, we will work with the City’s representative to obtain such data or negotiate the extra services necessary to obtain the data. This would be done for critical areas with a high risk of utility interference which may cause potential schedule delays and/or costs.

Proper research and locating of existing underground facilities and geotechnical conditions for any buried facilities are the most important cost control measures that can be implemented during the preliminary design phase. If the substructure research is not adequate during the preliminary design phase, the project may incur excessive cost in the construction or future maintenance phases. Therefore, our scope of work contains an extensive and proven method of coordinating this task.

Concurrently, to protect the City against potential disputes over the pre-project condition of existing improvements, Willdan will conduct an initial project site reconnaissance on the same day as the initial project meeting and document the condition of existing improvements such as street pavement and parkway areas, water meters, valves, hydrants, manholes, cleanouts and related visible appurtenances, and other utility services and features within the public right-of-way. This exercise will prepare the design team to address specifics within the pipe alignment reaches and allow for early identification of potential construction-related issues. Potential problems or conflicts identified will be brought to the City’s attention with proposed solutions for timely resolution and approval.

Depending upon the length of a project and the extent of obstructing aerial canopy, we will utilize aerial topography supplemented by ground level survey or all ground level survey to obtain the needed data points and features adequate for a responsible design plan. If and when necessary, we can obtain multipoint survey features utilizing a Lidar type of data collection instrument. Concurrent activity will include preparing the base mapping for use in the design.

As data collection and records are compiled and reviewed, we will compile the drawing base sheets and identify our findings and possible exceptions that could affect the preliminary and final design approach to

3.A.5.b
Packet Pg. 510 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
37 delivering the desired project results. All the initial findings and our assessment will be reported to and discussed with the City.

Phase 2 – Preliminary Design Development
Prepare Preliminary Improvement Plans
Primary emphasis for the project will be placed on:
▪ Developing the logistics for phasing the construction to minimize inconvenience to area residents ▪ Examining alternative alignments and construction methods to minimize impacts on cost and schedule ▪ Performing the work on schedule and within budget
▪ Allocating necessary resources to complete the design project within the required timeframe ▪ Utilizing base sheet information, pipeline alignments, and materials will be evaluated In addition, once preliminary pipeline alignments have been established (utilizing obtained information and a site visit verification) Willdan will provide the alignments to receive City concurrence/revisions. Review meetings/discussions will also be scheduled for the 65% and 100% final design plans submittals. Willdan’s project manager will maintain frequent communication with the City in order to maintain the schedule and address any issues that may arise during the design phase.

Establish Preliminary Pipe Alignment and Connection Information Minimizing disturbance to the existing waste discharge services or water delivery and fire flow services during pipeline replacement is a significant design issue to be addressed in the project's preliminary design phase. Workable options will be investigated during this initial phase, design requirements relating to pipe material, types of joints, restraints, connections to the system, valves, hydrants, meters, meter boxes, manholes, cleanouts, flow meters, and any other applicable requirements not otherwise addressed in City standards will be itemized for discussion.

Utilizing the base assessment information, we will concurrently conduct geotechnical evaluations and define pertinent knowns and unknowns that may affect the project design and construction decisions. We have our own certified testing and materials laboratory and usually contract and oversee the field drilling and sample gathering in order to maintain the integrity of the entire testing and reporting process for the design and construction correlation.

In order to maintain desired/required separation between various utilities, it may be necessary to pothole pipe segments at strategic locations to determine the horizontal and vertical locations for tie-over or clearance to new pipe facilities. We will identify locations where such examinations are deemed necessary and review them with the City’s representative. When undertaking potholing activity, we contract with a specialty service firm that can meet the traffic safety requirements and project schedule needs in obtaining the location data.

Whether the project is a potable water, recycled water, sanitary sewer, or storm drain facility being considered, we will address maintenance of existing flows and limiting outages in those services being provided. Joins, conflicting facilities, overlying surface operations (e.g. traffic), permitting conditions, and right-of way are also given consideration. In some cases, temporary piping and/or bypass systems must be considered.

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Packet Pg. 511 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
38 Willdan will prepare a preliminary design package (65% PS&E documents) for submittal to the City that includes:
▪ Project base sheets showing the preliminary horizontal alignment for each proposed new pipeline ▪ Profile outlining the vertical design of the pipeline and identifying utility crossings ▪ Centerline and survey control data
▪ Abutting right-of-way and property lines
▪ Identified buried utilities
The proposed pipeline alignments and any remaining issues/concerns will be part of the 65% review discussion with the City’s representatives prior to further design.

Phase 3 – Construction Document Preparation
Prepare Design Plans
Upon approval and resolution of the pipeline alignments and identified pertinent issues, we will confirm the appropriate pipe class and appurtenances; determine whether special details will be required for crossing existing obstructions; and identify utility separation requirements between existing and proposed facilities.

The approved pipeline alignments will be designed to avoid conflict with existing underground facilities. If it is determined that existing utilities will need to be relocated, Willdan will advise the City’s representative of this need. However, relocation design of utilities is assumed the responsibility of the affected serving utility unless otherwise directed by the City to add the additional work scope.

Willdan will identify clearly on the plans the existing pipes and facilities to be abandoned and the locations where they should be cut and plugged. Special consideration will be given to phasing the construction in such a manner that existing service to customers is not interrupted for an unreasonable amount of time.

Willdan will identify the need for and the location of any special design features and appurtenances. The subtasks involved with the performance of final design may include but not be limited to:
▪ Plotting the approved horizontal alignment of each proposed pipeline and showing locations and requirements for connections to existing pipeline facilities ▪ Plotting alignments of parallel and crossing buried utilities in order to identify potential conflict locations ▪ Plotting details of all connections to existing pipelines; reference will be made to the City’s standard drawings and details where applicable
▪ Including all necessary pipeline appurtenances at this phase of the work ▪ Plotting required design details, including connection, utility crossing, and pipeline casing details, if required; reference will be made to the City’s standard detailed drawings where possible ▪ Creating a profile for Plan/Profile sheets showing the vertical design of the proposed utility and outlining all existing utility crossings on the profile
▪ Coordinating internal design review with Willdan's Construction Management Group for constructability feedback
▪ Preparing the project’s Engineer’s opinion of probable construction costs ▪ Preparing the special provisions for the specification document, including the bidders' quantity and pricing sheet(s)

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Packet Pg. 512 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
39 ▪ Submitting the 100% plans, specifications, and estimate documents to the City for review and comment ▪ Incorporating final review feedback comments into the final set of plans and cost estimate ▪ Submitting final 100% plans, specifications, and construction cost estimate to the City, including one original set of signed drawings and electronic PDF and AutoCAD files Phase 4 – Construction Support
If requested, Willdan has experienced construction managers, inspectors, and supporting field staking resources to fully perform the project construction phase work. This also includes engineering during construction from the request for bids activity through project close-out support. As mentioned in our referenced projects in Section 3 above, Willdan has supported client projects from the initial evaluation phase through design and construction.

Project Close-Out
Upon completion of the construction phase, Willdan receives the contractor’s and field observer’s redlined set of project drawings, approved change orders, completed punch list and any regulatory and permit approvals and utilizes this information to prepare a set of record drawings which are to be delivered to the City’s representative.

Deliverables
Willdan will provide PS&E materials for review in the agreed-upon format and size for the three reviews as described below.

We anticipate preparing detailed construction drawing sets will be prepared in AutoCAD 2021 format. The sheet sizes will be 24-inch by 36-inch using City-approved title block, general and standard notes, legends, and abbreviations.

Submittals will be at the base assessment review level and the 65% and 100% final for review and comment. Each submittal will include:
▪ Base Assessment Level – one PDF set of base sheet development information and all related initial findings and identified exceptions for review and discussion ▪ 65% Submittal – one PDF set of drawings, preliminary bid quantities, and costs for review and comment; one set of prints to each affected buried utility provider ▪ 100% Submittal – one PDF set of drawings, final bid quantities, and costs for review and comment; one set of prints to each affected buried utilities
▪ 100% Final Submittal – one signed original set of drawings (Mylar set, if requested) with PDF set of AutoCAD drawings, engineer’s opinion of construction costs estimate, and scanned set of signed drawings on CD
Project Controls
Quality Assurance
The primary mission of our quality control plan is to provide staff with the technical and managerial expertise to plan, organize, implement, and control the overall quality effort – thereby ensuring the completion of a quality project within the time and budget established. The goals of the quality assurance/quality control process team are to:

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Packet Pg. 513 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
40 ▪ Establish a set of planned and systematic actions for maintaining a high level of quality for services performed
▪ Establish a consistent and uniform approach to services performed ▪ Ensure efficient use of resources
▪ Emphasize quality in every phase of work
▪ Implement appropriate quality control measures for each project work task The above activities will be a critical part of initiation and implementation of the quality control plan and will set the tone for successful team cooperation throughout the life of the project. The following list defines the basic elements that will be covered in the plan:
▪ Contract deliverables
▪ Specific quality control procedures
▪ Special quality control emphasis
▪ Responsibility and authority
▪ Budget and manpower requirements
▪ Overall project schedule and budget
▪ Project documentation requirements
Our proposed quality control plan for each project will be integrally associated with Willdan’s in-house Quality Assurance Manual and our Project Manager’s Manual. Willdan’s Quality Assurance Manual provides consistency in completing the required services while retaining the flexibility to respond to a project's changing needs.

Mechanisms to Facilitate Design, Decision-Making, and Team Building The objective of the quality control plan is to define a process for providing clarity, accuracy, coordination of documents, and constructability of design projects. This plan includes the processes whereby calculations, documents, deliverables, plans, and estimates are independently checked and reviewed by a Californiaregistered engineer. Although this program addresses an individual disciplinary approach to quality control, it is important that project personnel realize the importance of multi-disciplinary reviews and close coordination between team members.

Willdan’s management approach of assigning senior members of our staff provides the opportunity for accountability of quality to each project. The Project Manager has the responsibility of ensuring quality service and projects on schedule and within the established budgets. In order to accomplish this, the following elements are incorporated into each project:
▪ Project Kick-Off Meetings. All project team members, including all subconsultants, meet to discuss and clarify scope of task, schedules, and other pertinent information related to the service or project.

This meeting is conducted upon the notice to proceed and prior to any work being done. ▪ Frequent Communication. The appropriate persons from Willdan identified in the kick-off meeting are responsible for keeping the client up-to-date on project status and issues raised throughout the project.

This is accomplished through regular meetings, written status reports, or other means of communication requested.

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Packet Pg. 514 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
41 ▪ Schedule Updates through Project Status Meetings. At the project kick-off meeting, the project team determines and selects meeting dates throughout the project to discuss coordination, issues, changes, and other information needed by all team members to keep the project on track in terms of quality, schedule, and budget.
▪ Objective Review of Projects by Peers. Prior to the submittal of a project to the client, the appropriate staff members review the project to ensure all information is accurate. The staff members assigned are not directly involved in the project. This enables objectivity in the review and catches mistakes that may not be caught by staff members too close to the work.

Cost Control
Willdan’s approach to cost control considers minimizing both design and construction costs. This starts with making sure task order assignments are given to the appropriate staff with the expertise that aligns with the needs of the project – with the goal of minimizing learning curves. Accurate budget cost control is achieved through application of several different cost tracking methods. This includes tracking progress, i.e., percent complete, and comparing to costs incurred in order to assess the project’s budget status. Our engineering design labor costs will be monitored through weekly reports generated by our accounting system, which is comprehensive, and Generally Accepted Accounting Principles compliant. Beginning with electronic timekeeping, project hours are assigned to the appropriate tasks and subtasks and booked as work-inprocess.

In addition, pre-bill reports are generated that identify the hours to be billed, along with any other direct charges to the project. This is the information used to determine each month’s invoicing. Once hours and charges are billed, they are immediately shifted to Accounts Receivable and out of Work-in-Process to ensure that billed hours are inactivated. Monitoring is easily accomplished by utilizing team member progress updates and making comparisons between the scope of work, schedule, and budget.

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Packet Pg. 515 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
42 Company Disclosure
Willdan is unaware of any conflict or potential conflict of interest that could occur due to individual or organizational activities that occur with the City of San Jacinto.

Willdan's five-year history of past or pending litigation or claims filed against the firm is presented below.

None of these cases affect Willdan's ability to perform under contract to the City of San Jacinto. ▪ City of Elk Grove v. Willdan Engineering. Contra Costa County Superior Court (case #MSC20- 00512). The City of Elk Grove alleges design and construction defect to a city project. Willdan hired SWA to perform the design work. Investigation has revealed the defect was due to construction which was performed by a contractor separately contracted with the City. SWA has accepted Willdan’s tender of defense and indemnification. There is no exposure to Willdan. ▪ Bear Valley Community District v. Willdan Engineering. Kern County Superior Court (BCV20- 102949). Bear Valley alleges design and construction defect to their road and road rehab project.

Discovery is ongoing. Willdan Engineering believes the design was proper and that the cracks in the roadway were due to normal wear and tear.
▪ Ramirez v. City of Paramount. Los Angeles Superior Court (BC668662). Plaintiff was involved in an auto accident in the City of Paramount. Plaintiff alleges negligent design of traffic light against Willdan Engineering. Willdan prevailed on demurrer motion and recently has settled the case for $10,000. ▪ Gist v. City of Westlake Village. Los Angeles Superior Court (20VECV01171). Plaintiff alleges his property was damaged due to water intrusion. While plaintiff was aware of a depression in the driveway that they had to repair but said he has consulted with several engineers that the slope adjacent to his house was improperly designed which caused water flooding his property. Discovery is ongoing.

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Packet Pg. 516 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
43 Proposed Fee Schedule
Willdan has submitted our statement of hourly rates in a separate file.

3.A.5.b
Packet Pg. 517 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Statement of Qualifications
On-Call Engineering Services (Water/Wastewater/Stormwater) City of San Jacinto
44 Sample Services Agreement
Willdan does not propose any exceptions from the requirements of the RFP.

3.A.5.b
Packet Pg. 518 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 650 E. Hospitality Lane, Suite 400
San Bernardino, CA 92408-3586
909.386.0200 | 800.789.7517 | fax: 909.888.5107
www.willdan.com

3.A.5.b
Packet Pg. 519 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 1 February 4, 2022
Arthur Mullen
Chief of Public Utilities
City of San Jacinto
595 South San Jacinto Avenue
San Jacinto, CA 92583
Subject: Cost Proposal for On-Call Engineering Services (Water/Wastewater/Stormwater) Willdan Engineering (Willdan) is pleased to submit this cost proposal to provide On-Call Engineering Services (Water/Wastewater/Stormwater) as identified in our technical proposal.

We appreciate the opportunity to submit our proposal. Willdan Engineering has the right team with the right experience for the City of San Jacinto’s projects. We look forward to discussing our proposal with you. If you have any questions, please Mr. Tyrone Peter, PE, at 650 E. Hospitality Lane, Suite 400, San Bernardino, CA 92408; by phone at (657) 223-8557 (office), (714) 393-1963 (cell), or by email at [email protected].

Respectfully submitted,

WILLDAN ENGINEERING
Vanessa Muñoz, PE, TE, PTOE
President and Director of Engineering
910005/WW.00.60/P22-016_22870

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Packet Pg. 520 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
Cost Proposal for On-Call Engineering Services (Water/Wastewater/Stormwater) 2 Schedule of Hourly Rates

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Packet Pg. 521 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
Cost Proposal for Qualifications for Professaionl Services Citywide CIP Projects
3 Material Inspection and Testing
Identification and Index Properties
In-situ Moisture and Density (ASTM D2937).................................................................................................................................$25 per test Grain Size Analysis – Sieve Only (ASTM D6913)..........................................................................................................................120 per test Grain Size Analysis – Sieve and Hydrometer (ASTM D6913 & D7928)..............................................................................190 per test Percent Passive #200 Sieve (ASTM D1140).......................................................................................................................................80 per test Atterberg Limits – Multi Point (ASTM D4318)..............................................................................................................................120 per test Atterberg Limits – One Point (ASTM D4318) ...................................................................................................................................80 per test Specific Gravity (ASTM D854).................................................................................................................................................................85 per test Sand Equivalent (ASTM D2419).............................................................................................................................................................85 per test Compaction and Bearing Strength
Modified Proctor Compaction – Method A or B (ASTM D1557) ........................................................................................$185 per test Modified Proctor Compaction – Method C (ASTM D1557)....................................................................................................195 per test Compaction (CTM 216) ..........................................................................................................................................................................200 per test California Bearing Ratio, CBR – 3 Points (ASTM D1883) ..........................................................................................................500 per test R-Value..........................................................................................................................................................................................................260 per test Shear Strength
Torvane/Pocket Penetrometer............................................................................................................................................................$20 per test Direct Shear, Consolidated Drained – per Point (ASTM D3080)..............................................................................................95 per test Direct Shear, Residual – per Point (ASTM D3080) ......................................................................................................................130 per test Unconfined Compression (ASTM D2166).......................................................................................................................................140 per test Unconsolidated-Undrained (UU)........................................................................................................................................................165 per test Consolidation, Collapse and Swell
Consolidation – 8 Load Increments w/ One Time Rate (ASTM D2435) ...........................................................................$180 per test Consolidation – Additional Load Increment (ASTM D2435)......................................................................................................30 per test Consolidation – Additional Time Rate per Load Increment (ASTM D2435)........................................................................60 per test Collapse Test – Single Point....................................................................................................................................................................70 per test Single Load Swell Test – Ring Sample, Field Moisture (ASTM D4546)..................................................................................80 per test Single Load Swell Test – Ring Sample, Air Dried (ASTM D4546).............................................................................................80 per test Remolded Sample per Specimen..........................................................................................................................................................60 per test Expansion Index (ASTM D4829/UBC 29-2) ....................................................................................................................................140 per test Laboratory Permeability
Constant Head (ASTM D2434) ..........................................................................................................................................................$245 per test Falling Head Flexible Wall (ASTM D5084) ......................................................................................................................................295 per test Triaxial Permeability (EPA 9100).........................................................................................................................................................350 per test Chemical Tests
Corrosivity (pH, Resistivity, Sulfates, Chlorides).........................................................................................................................$180 per test Organic Contents (ASTM D2974)..........................................................................................................................................................90 per test Asphalt Tests
Extraction/Asphalt (CTM 382)............................................................................................................................................................$200 per test Hveem/Marshall Maximum Density (CTM 304, 308) .................................................................................................................350 per test Wash Gradation (CTM 202) ..................................................................................................................................................................110 per test Concrete
6"x12" & 4"x8" Cylinder Compression Test (ASTM C39)..........................................................................................................$20 per test 2", 4" & 6" Diameter Cores Compression Test................................................................................................................................20 per test 3"x6" Cylinder Lightweight Concrete Compression Test (ASTM C495) ................................................................................20 per test Shotcrete/Gunite Lab Coring and Compression Test (ASTM C42) .........................................................................................45 per test Unit Weight of Hardened Lightweight Concrete (ASTM C567) ...............................................................................................35 per test Rapid Cure Concrete Cylinders (Boil Method) (ASTM C684).....................................................................................................40 per test

3.A.5.b
Packet Pg. 522 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
Cost Proposal for Qualifications for Professaionl Services Citywide CIP Projects
4 Masonry
2"x4" Mortar Cylinder Compression Test (ASTM C780) ...........................................................................................................$20 per test 2"x2" Mortar Cube Compression Test (ASTM C109) ....................................................................................................................20 per test 3"x6" Grout Prism Compression Test (ASTM C1019)....................................................................................................................20 per test CMU Grouted Prism Compression Test, up to 8"x8"x16" (ASTM E447).............................................................................145 per test CMU Grouted Prism Compression Test, larger than 8"x8"x16" (ASTM E447) .................................................................170 per test Steel Reinforcement
Tensile or Bend Test, up to #8 (ASTM A370) ................................................................................................................................$50 per test Tensile or Bend Test, #9 to #11 (ASTM A370).................................................................................................................................65 per test Tensile or Bend Test, #14 (ASTM A370) .............................................................................................................................................85 per test Fireproofing
Unit Weight (UBC 7-6)............................................................................................................................................................................$45 per test Cohesion/Adhesion (UBC 7-6) ...............................................................................................................................................................55 per test Administrative Services
Sample Pickup from Field.......................................................................................................................................................................$60 per trip Mix Design Review ................................................................................................................................................................................... 300 per mix Lab Test Report........................................................................................................................................................................................20 per report

3.A.5.b
Packet Pg. 523 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, March 1, 2022
TO: City Council
REQUESTED BY: Michael Maurer, City Attorney
APPROVED BY: Robert A. Johnson, City Manager
SUBJECT: 163 E. Main St. Acquisition
RECOMMENDATION:

Staff recommends that the City Council approve Resolution No. 3905 to authorize the execution and delivery of a Purchase and Sale Agreement for the acquisition of 163 E. Main St., San Jacinto, CA 92583 pursuant to Government Code section 52200 et seq..

BACKGROUND:

Pursuant to Government Code section 52200 et seq., the City is authorized to acquire and re-sell property that will create an economic opportunity in the City. The acquisition of 163 E. Main St., San Jacinto, CA 92583 would create an economic opportunity in the City. Namely, by rehabilitating and re-selling the property, the City can increase property tax revenue (due to property tax re-assessment at resale value), increased sales tax by improving the usability and marketability of the location, and job opportunities. The property is currently “red-tagged” – meaning it has been deemed uninhabitable – because it was constructed with unreinforced masonry, which has become a structural hazard. The City’s acquisition will enable the property to be redeveloped, re-sold and put to a productive use.

In a closed session held on October 5, 2021, the City Council authorized the City Manager and City Attorney to negotiate the purchase of the property and enter into a purchase and sale agreement with the owners. The proposed resolution authorizes the acquisition of the Property between the City and the Property’s current owners, Rudolph O. Montano and Virginia P.

Montano, Trustees of The Montano Revocable Living Trust, LLC, and enable the close of escrow. Under the proposed Agreement, the City would acquire the Property for a purchase price of One Hundred and Ten Thousand Dollars and Zero Cents ($110,000.00).

Government Code section 52200 et seq., referred to as the Economic Opportunity statute, contains procedures that enable cities to acquire and dispose of properties in furtherance of an economic opportunity. The statute was adopted following the dissolution of redevelopment so that cities would have an opportunity to invest in projects for economic development. Staff recommends that the City Council utilize this statutory procedure, as it provides a clear path for acquisition and disposition of property that does not contain the red tape that might come with other procedures.

The Economic Opportunity statute contains several procedural steps: the City must notice a public hearing for two successive weeks in a newspaper of general circulation, the City must make available a public report describing the costs of the acquisition, and the City Council must

4.1 Packet Pg. 524
adopt a resolution approving the acquisition and finding that it will assist in the creation of an economic opportunity. Staff has duly noticed the public hearing of this item and has prepared the required report.

For purposes of the statute, an “economic opportunity” is narrowly defined as an agreement that will create or retain at least one full-time equivalent permanent job for every $35,000 of City investment or that will result in an increase of at least 15% in total property tax resulting from the project at full implementation. Staff anticipates that the project will result in the creation or retention of sufficient jobs relative to investment to meet this threshold. Given the property’s prime location on Main Street in downtown San Jacinto, any future business occupying the site is likely to have at least four full-time equivalent positions and the City’s ultimate investment is unlikely to exceed the initial price. Though currently undetermined, the initial purchase price is likely to be offset by any demolition or improvement costs and then the price of a resale. The property tax revenue is more easily determined. The property generated only $932.87 in general purpose property taxes in the most recent fiscal year. Even if only re-assessed at the City’s $110,000 acquisition price, the general purpose property taxes would increase by more than 15%. With an improved and usable site, the expected property tax revenue will be considerably more. Therefore, the acquisition meets the requirement for an “economic opportunity” enabling the City’s purchase. Of course, the actual economic benefits of the acquisition are not limited to these statutory factors, and the acquisition is likely to also lead to increased sales tax, removal of blight, and other potential benefits for the City.

FISCAL IMPACT:

The City would incur costs of One Hundred and Ten Thousand Dollars and Zero Cents ($110,000.00) for the acquisition of the Property. Additionally, the City would incur closing costs that are estimated to be less than $10,000 for escrow, title, and related services.

ATTACHMENTS:

San Jacinto - Resolution No. 3905, Approving Purchase and Sale Agmt for Acquisition of 163 E Main St-c1
San Jacinto - 52201 Summary Report - 163 E Main St Acquisition-c1-c1

4.1 Packet Pg. 525
24438.00723\34862900.1
1 STATE OF CALIFORNIA ) RESOLUTION NO. 3905
COUNTY OF RIVERSIDE ) ss

CITY OF SAN JACINTO )

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN JACINTO, CALIFORNIA, AUTHORIZING THE

EXECUTION AND DELIVERY OF A PURCHASE AND SALE
AGREEMENT FOR THE ACQUISITION OF 163 E. MAIN
ST., SAN JACINTO, CA 92583 PURSUANT TO
GOVERNMENT CODE SECTION 52200 ET SEQ.

WHEREAS, pursuant to Government Code section 52200 et seq., the City of San Jacinto (“City”) is authorized to acquire property that will create an economic opportunity in the City; and
WHEREAS, the acquisition of 163 E. Main St., San Jacinto, CA 92583 (the “Property”) would assist in the creation of an economic opportunity in the City through increased property tax revenues of greater than 15% and increased job opportunities that will result in the retention or creation of at least one full-time equivalent permanent position per $35,000 of City investment; and
WHEREAS, the City in turn proposes to acquire the Property from its current owners, Rudolph O. Montano and Virginia P. Montano, Trustees of The Montano Revocable Living Trust, LLC (the “Seller”), pursuant to a Purchase and Sale Agreement and Joint Escrow Instructions by and between the City and the Seller (the “Acquisition Agreement”); and
WHEREAS, the City has satisfied all procedural requirements of Government Code section 52200 et seq., including the issuance of a summary report regarding the proposed Purchase and Sale Agreement for the acquisition of the “Property” and a public hearing on the approval of the proposed Acquisition Agreement.

NOW, THEREFORE, the City Council of the City of San Jacinto hereby finds, determines, and resolves as follows:

SECTION 1. The recitals set forth above are true and correct and are incorporated into this resolution by this reference.

SECTION 2. The Acquisition Agreement of the property in the amount of $110,000 plus closing costs is hereby approved. The City Manager is directed and authorized to take all measures necessary to complete the acquisition and enable the closing of escrow.

4.1.a
Packet Pg. 526 Attachment: San Jacinto - Resolution No. 3905, Approving Purchase and Sale Agmt for Acquisition of 163 E Main St-c1 (163 E. Main St. 24438.00723\34862900.1
2 SECTION 3. The officers, employees and agents of the City are hereby authorized and directed to take all actions and do all things which they, or any of them, may deem necessary or desirable to accomplish the purposes of this Resolution and not inconsistent with the provisions hereof.

SECTION 4. This Resolution shall be effective as of the date of adoption. The City Clerk shall certify the adoption of this Resolution.

PASSED, APPROVED AND ADOPTED this 1st day of March, 2022.

AYES:

NAYS:

ABSENT:

ABSTAIN:

CITY OF SAN JACINTO
_______________________________
Crystal Ruiz, Mayor
ATTEST:
__________________________
Julia Espinoza, Deputy City Clerk
APPROVED AS TO FORM:

BEST, BEST & KRIEGER LLP
__________________________________
Michael J. Maurer, City Attorney

4.1.a
Packet Pg. 527 Attachment: San Jacinto - Resolution No. 3905, Approving Purchase and Sale Agmt for Acquisition of 163 E Main St-c1 (163 E. Main St. 24438.00723\34862900.1
3 CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss

CITY OF SAN JACINTO )
I, Julia Espinoza, Deputy City Clerk of the City of San Jacinto , do hereby certify that the foregoing resolution is the actual resolution duly and regularly adopted by the City Council at a regular meeting on the 1st day of March, 2022, by the following vote to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

WITNESS MY HAND AND OFFICIAL SEAL this 1
st day of March 2022.
_____________________________
Julia Espinoza, Deputy City Clerk

4.1.a
Packet Pg. 528 Attachment: San Jacinto - Resolution No. 3905, Approving Purchase and Sale Agmt for Acquisition of 163 E Main St-c1 (163 E. Main St.

SUMMARY REPORT PURSUANT TO
SECTIONS 52200 – 52201

OF THE CALIFORNIA GOVERNMENT CODE
ON

THE PURCHASE AND SALE AGREEMENT

BY AND BETWEEN THE

CITY OF SAN JACINTO
AND

THE MONTANO REVOCABLE LIVING TRUST
The following Summary Report (“Report”) has been prepared pursuant to Sections 52200 – 52201 of the California Government Code. The Report sets forth certain details of the proposed Purchase and Sale Agreement (“Agreement) between the City of San Jacinto (“City”) and the Montano Revocable Living Trust (“Seller”). The site is approximately 2,614 square feet and located at 163 E. Main St., San Jacinto, CA 92583 (“Site”). The Site consists of a vacant commercial building.

BACKGROUND STATEMENT
The following Report is based upon information contained within the Agreement, and is organized into the following seven sections, pursuant to Government Code Section 52201, subdivision (a)(2):

I. Summary of Agreement: This section includes a description of the salient points of the Agreement.

II. Cost of the Agreement to the City: This section details the total cost to the City associated with implementing the Agreement; and
III. Creation of Economic Opportunity: This section describes the how the acquisition of the Site will assist in the creation of economic opportunity.

This Report and the Agreement are to be made available for public inspection prior to the approval of the Agreement.

I. SUMMARY OF AGREEMENT
The Site is located at 163 E. Main St., San Jacinto, CA 92583, along the north side of Main St. just west of Sheriff Ave. and east of San Jacinto Ave (the “Site Area”). The Agreement

4.1.b
Packet Pg. 529 Attachment: San Jacinto - 52201 Summary Report - 163 E Main St Acquisition-c1-c1 (163 E. Main St. Acquisition) entails the acquisition of the Site by the City for a price of One Hundred and Ten Thousand Dollars and Zero Cents ($110,000.00) (the “Purchase Price”).

II. COST OF THE AGREEMENT TO THE CITY
Pursuant to Section 2.1 of the Agreement, the City will pay One Hundred and Ten Thousand Dollars and Zero Cents ($110,000.00) for the acquisition of the Site. Additionally, the City will incur a share of the closing costs, estimated to be less than $10,000 for escrow, title and related services. The City will not pay either a buyer’s or seller’s agent commission.

III. CREATION OF ECONOMIC OPPORTUNITY
Government Code section 52200.2 provides that “economic opportunity” includes agreements that create, retain, or expand new jobs and/or increases property tax revenues to all property tax collecting entities.

Currently, the Site generates $932.87 in property tax revenues. The acquisition of the Site under the Agreement will help to remove blighting influences within the Site Area boundaries by improving the physical appearance of the Site upon acquisition by the City. Moreover, the Site has average exposure and is served by typical utilities and public services. It has adequate size, width, and frontage for development and use consistent with zoning in the City’s downtown area.

Specifically, the Site consists of vacant space that could ultimately be redeveloped for retail or business/commercial properties, thereby creating additional job opportunities.

Accordingly, by rehabilitating and re-selling the Site, the City can increase property tax revenue (due to property tax re-assessment at resale value) by more than 15%, increased sales tax by improving the usability and marketability of the location, and job opportunities (expected to be more than 1 full-time equivalent job per $35,000 of City investment). Furthermore, upon disposition, the public revenues created by the project can be used by the City to promote other economic development activities and to provide additional services in the community.

4.1.b
Packet Pg. 530 Attachment: San Jacinto - 52201 Summary Report - 163 E Main St Acquisition-c1-c1 (163 E. Main St. Acquisition) March 1, 2022
TO: City Council
REQUESTED BY: Arthur Mullen, Water Utilities Superintendent APPROVED BY: Robert A. Johnson, City Manager
SUBJECT: Approval of Purchase of New Hot Patch Asphalt Repair Truck for Public Utilities
RECOMMENDATION:

Staff recommends that the City Council:

APPROVE the purchase of a new Model BC-4 Hot Patch Repair Truck for the Public Utilities Division.

APPROPRIATE the funds for the quoted price of $213,048.95 (Two Hundred Thirteen Thousand Forty-Eight Dollars and Ninety-Five Cents).

DISCUSSION:

One of the essential duties of the Public Utilities Department is maintaining and repairing city streets and roadways. The vast majority of streets are made from asphalt, which is susceptible to deterioration due to soil erosion caused by rainfall. When water erodes the ground underneath the street, the surface of the street breaks and creates a depression – commonly called a pothole.

The City currently uses an asphalt product called cold patch asphalt to repair potholes. Cold patch asphalt is a convenient quick fix due to its ability to be used without needing to heat the material but typically does not last longer than one year. In contrast, hot patch asphalt is applied while hot and typically lasts at a minimum of three years in heavily trafficked areas and up to ten years in low-traffic areas.

The City cannot currently utilize hot patch asphalt due to the lack of a hot patch repair truck. The hot patch repair truck is a highly specialized vehicle designed to keep hot patch asphalt at the required temperature during application. Without the truck’s heater, the asphalt hardens and becomes unusable before application.

In cases where it is determined that hot patch asphalt is required, the City utilizes an outside vendor to complete the work. In the past twelve months, the City has paid approximately $130,000 to vendors to perform this work. The acquisition of a hot patch truck will allow the City to bring this work in-house and perform repairs with more labor and cost-efficiency. A typical hot patch job done by an outside contractor will usually result in 10-15 locations being repaired with the budgeted amount. In contrast, by doing the work in-house, staff anticipates that 50 locations could be repaired for the same cost. Staff projects that due to cost savings from bringing this operation in-house, the hot patch truck will achieve a positive return on investment

5.1 Packet Pg. 531
within two years. In addition, using outside vendors to fix the potholes causes significant delays by requiring the City to obtain bids and approvals before the start of work. Further, repairs are limited by the mobilization ability of the vendor and as a result, adds several weeks to the repair timeline.

The hot patch truck would allow the City to repair approximately four times as many potholes each year. The hot patch truck is a fully self-contained vehicle that includes a four-cubic yard capacity and integrates all of the tools needed to complete a repair job, including a jackhammer, sprayer, and compactor. Four cubic yards of hot patch provides enough material to repair up to 36 potholes at a two-inch depth. The hot patch truck will also allow for the City to assist with water line repairs of the roadway prior to reopening. Staff identified four vendors in California that could supply the hot patch truck and solicited bids from each. Staff received three quotes from Bergkamp ($267,462.00), Haker Equipment Company ($232,345.63), and PB Loader Corporation ($213,048.95). Bergkamp and Haker Equipment Company both estimated delivery time in 2023-2024. PB Loader’s quote represents a unique opportunity. While Bergkamp and Haker Equipment need time to build and assemble the truck, PB Loader is selling a demonstration model that is currently used at trade shows. This demonstration model is only used in a stationary capacity as a visual reference and has not been used in the field. Being a demonstration model, it contains higher-end equipment than either Bergkamp or Haker Equipment’s models, and the truck chassis is a higher quality Freightliner M2 as compared to the Ford F750 chassis found on the Bergkamp and Haker Equipment models. Crucially, since this unit is already built, the City would expect to take delivery in July 2022. Further, since the unit has been used as a demonstration model, the vendor is discounting the purchase price by $25,700 (over 10%), resulting in a final cost of $213,049. While the unit is a demonstration unit, it is still considered a New Vehicle and comes complete with the full manufacturer’s warranty.

In 2020, San Jacinto voters approved local ballot Measure V – a one-cent increase in local sales tax. A survey of registered voters identified repairing streets, roads, and potholes as a major priority for the additional revenue raised by Measure V. The purchase of a new hot patch truck directly addresses this priority. Having the ability to repair four times as many potholes each year will have a positive, tangible effect on San Jacinto citizens by improving the quality of life and increasing both the durability and aesthetics of City roads.

FISCAL IMPACT:

While the purchase of this truck was not included in the FY 21-22 budget for the Public Utilities Department, the acquisition at this time would be advantageous to the City, not only as a result of the availability of a discounted demonstration model but also due to timing. Waiting for the FY 22-23 budget cycle would mean that a unit ordered in late 2022 would not be delivered to the City until at least 2024. Staff does expect increased costs in FY 22-23 in the areas of staffing and vehicle maintenance as the acquisition of the hot patch truck would require Public Utilities to onboard two additional full-time Maintenance I workers to operate the truck. These increases would be reflected in the FY 22-23 Budget and would not require an adjustment to the FY 21-22 Budget.

5.1 Packet Pg. 532
An appropriation of funds is necessary for this purchase in the amount of $213,048.95. The cost would be incurred by the Streets Division (account #010-4150-410.40-45).

ATTACHMENTS:

Quotes and Specifications
BC Patchers Brochure

5.1 Packet Pg. 533
PB Loader Corporation
5778 W. Barstow • Fresno, California 93722-5024 • Telephone (559) 277-7370 • Fax (559) 277-7375 Toll free 800-350-8521 • Web www.pbloader.com

QUOTATION
CITY OF SAN JACINTO DATE: 2/7/2022
595 S. SAN JACINTO AVE TERMS: NET 30
SAN JACINTO, CA 92583 F.O.B: FRESNO
SOURCEWELL MEMBER ID NO. 27959 MFG PRODUCT: SEE BELOW
INSTALL: SEE BELOW
QTY PART NO. DESCRIPTION PRICE EXTENSION
PB LOADER CONTRACT NO. 052417-PBL

SOURCEWELL CONTRACT - LISTED PRICES

PATCHER BOX AND ACCESSORIES
1 51619-00 MODEL BC-4 (4 CUBIC YARD CAPACITY) $82,174.00

ABOVE MODEL EQUIPPED WITH RADIANT HEATER,

THERMOSTATICALLY CONTROLLED LPG BURNER, HYDRAULIC

TOP LIDS AND DOORS, KEVLAR CHAIN CONVEYOR, HAND TORCH,
TORCH, SHOVEL APRON, 25 GAL. LPG TANK, INSTALLATION

AND PAINT BLACK
2 6024-00 THERMOMETER 0-300 - ONE FOR PATCHER, ONE FOR EMULSION TANK $224.00 $448.00 1 50555-00 LPG TANK 35 GAL W/ BRACKETS - IN LIEU OF 25GAL. ABOVE $1,534.00 1 50480-00 HYDRAULIC TOOL CIRCUIT $2,788.00
1 50630-01 ELECTRIC HEATING SYSTEM - 220V FOR ASPHALT OVERNIGHT HEAT $3,028.00 1 5978-00 AIR BLOW GUN W/ 25' HOSE $1,671.00
1 7000-36 TOOL BOX 36" $1,002.00
1 50553-00 PIVOTAL ASPHALT CHUTE $1,223.00
1 50635-00 CAB CONTROLS (TOP LIDS) $660.00
1 50200-00 CAB GUARD W/ PB LOGO AND PERFORATED WINDOW $1,268.00 1 50640-00 COMPACTOR LIFT PLATFORM - HYDRAULIC $3,126.00 1 50560-00 SOLVENT PUMP & WAND $1,379.00
1 5999-00 LOCKABLE SIDE TOOL BASKET $1,793.00
1 50568-00 SPOILS BIN 36" $3,293.00
1 7065-00 25' POWER CABLE 220 VOLT FOR ASPHALT OVERNIGHT HEAT $555.00 1 7302-00 FRAME MNT CONE HOLDER (MALE) $321.00
3 2001-10 STAINLESS-STEEL SPRING ASPHALT LUTE HOLDER $140.00 $420.00 1 130-08 8 GAL POLY WATER TANK W/ 10' HOSE & SPIGOT $376.00 1 MODS-51 20" WORK PLATFORM/CATWALK WITH HAND RAILS AND LADDERS $3,272.00 1 7807-00 WHELEN TA45B72 (LED) 72" WIDE TRAFFIC ADVISOR W/ TACTL5 CTRL $2,988.00 4 695‐058V WHELEN 500V LED 5V3A $803.00 $3,212.00
2 695‐240 WHELEN LED MICRONS MCRNSA $573.00 $1,146.00
3 5437-00 HOSE REEL - 3/8" X 25' FOR SOLVENT/TORCH/AIR $477.00 $1,431.00 1 5438-00 HOSE REEL - 1/2" X 25' FOR EMULSION $537.00
1 5399-00 HOSE REEL - DUAL 1/2" X 25' FOR HYD HAMMER $1,525.00 1 7020-11 HYDRAULIC HAMMER BR-67 W/ ASPHALT CUTTER AND TAMPER PAD $4,078.00 1 7024-01 LOCKABLE HAMMER HANGER $333.00
1 7100-11 COMPACTOR PLATE - MBW - AP2000H $3,220.00
1 BH-153-21 PB MODEL BH-153-21 EMULSION SPRAY UNIT HEATED BY $12,571.00

TRUCK COOLING SYSTEM, Y STRAINER, FILL BASKET,
HYDRAULICALLY POWERED, 21 GAL. SOLVENT TANK, 132 GAL.

EMULSION, WAND WITH 25' HOSE , AUXILIARY ELECTRIC HEAT

SYSTEM, INSTALLATION AND PAINT BLACK

SOURCEWELL LISTED CHASSIS
1 FRTLINR-02 $78,396.00
SUBTOTAL: $219,768.00
3% SOURCEWELL DISCOUNT: ($6,593.00)

NON LISTED CHASSIS
1 CHANGE CHANGE CHASSIS TO 2019 FREIGHTLINER M2 106 CHASSIS, L9 ENGINE ($4,500.00) TOTAL: $208,675.00
ADDITIONAL DEMO UNIT DISCOUNT: ($14,607.00)
TOTAL NET COST: $194,068.00

8.75 % SALES TAX: $16,980.95
ESTIMATED FREIGHT: $2,000.00
TOTAL NET COST, FREIGHT AND TAX INCLUDED: $213,048.95
NOTES:

Delivery times are approximate.

NO. 11288

1. LEAD TIME FOR PATCHER IS 4-5 MONTHS. UNIT IS A DEMO UNIT THAT IS BEING USED FOR TRADE SHOWS UNTIL JUNE 2022.
2021 FREIGHTLINER M2 106 CHASSIS, CUM B6.7 325HP ALLISON 3500 RDS AUTOMATIC TRANSMISSION WITH PTO PROVISION, 33,000 GVWR LEAF SPRING SUSPENSION, 50 GALLON ALUMINUM FUEL TANK, AIR

BRAKES, STEEL WHEELS CAB PAINTED WHITE

5.1.a
Packet Pg. 534 Attachment: Quotes and Specifications (Approval of Purchase of New Hot Patch Asphalt Repair Truck for Public Utilities) February 1, 2022
Mr. Mike Beato
City of San Jacinto, CA
Dear Sir:

I am pleased to submit my quotation covering
the Bergkamp FP5 Flameless Patcher as described
in the attached specification with the following features:

Hydraulically driven Auger with dual motors
Agitator with hydraulic motor
Spoils bins side and rear
All material tanks on Service Platform, ladder, climb assist handles Hydraulically operated hopper doors Compressed Air/Tack System for proper cleaning/tacking of repair area
Oversized Lockable storage
Standard chute folds into shoveling platform
Conspicuity Marking Paint Color of Choice (Omaha Orange or Deep Charcoal)
Twin Cleaning Fluid Wands (platform mounted and rear mounted for cleaning tools)
One Year Warranty (Extended warranty options are availabl

5.1.a
Packet Pg. 535 Attachment: Quotes and Specifications (Approval of Purchase of New Hot Patch Asphalt Repair Truck for Public Utilities)

Page 2 ends

San Jacinto City CouncilMarch 1, 2022

San Jacinto City Council
March 1, 2022