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,,... REQUEST FOR PROPOSAL
<br />On -Call Water Resources Engineering Services
<br />(RFP NO.19-100)
<br />Relevant Project Experience
<br />Project Name I Client I Contact Name and Phone I
<br />Categories
<br />Date of Completion I Description
<br />reservoir will be partially buried and located at the site of existing Chino Hills Reservoir No.1 within the Village Oaks
<br />community. The project included an analysis of steel vs. concrete tank types, development of demolition plans for
<br />the existing reservoir, and design of the new reservoir. Michael Baker is currently updating CEQA documentation
<br />and providing final design services.
<br />■
<br />Michael Baker provided design engineering and construction phase support services for the replacement of flow
<br />meters and piping at three water import stations on the OC-44 transmission main, designated as Turnout Nos. TO-
<br />2, TO-4, and TO-5. Work under this project included rehabilitating the existing Cla-Val control valves in each vault
<br />replacing all piping and installing new electromagnetic flow meters, pressure gauges, pressure transmitters,
<br />solenoids and integration of telemetry, instrumentation and controls with MWD Supervisory Control and Data
<br />Acquisition (SCADA) system. Michael Baker worked with Mesa Water engineering and operations staff and Mesa
<br />Water's SCADA system integrator to develop operational (flow and pressure) set points, programming protocols
<br />for each facility, and provide the electrical design necessary to integrate the improvements with Mesa Water's
<br />SCADA system.
<br />AngelesManhattan Beach Pump Station I Los —
<br />Completion Date: 09
<br />Michael Baker is providing engineering services to prepare a hydrology and hydraulic analysis for the Manhattan
<br />Beach Pump Station Watershed within the City of Manhattan Beach. The approximately 482-acre watershed
<br />consists of two (2) pump stations that drain the watershed. The study included watershed delineation and
<br />estimating the discharges using LA County methodology for the 50-, 25 and 10-year storm events. The catch basin
<br />inlet curves were developed using standard inlet equations the 1 D-2D hydraulic routing was performed using
<br />XPSWMM. Michael Baker identified deficiencies within the City and County storm drain systems in the Manhattan
<br />Beach Pump Station Watershed.
<br />NewportBayview Restoration Project I City of
<br />John .. - - 949-644-3218
<br />Completion Date: 05/2019j
<br />Michael Baker is providing engineering and environmental services for this project to connect an existing storm
<br />drain outlet to a new water quality facility before discharging to the Upper Newport Bay.
<br />The project involves the construction of approximately 500 linear feet of storm drain, a drop inlet, impact structure
<br />and basin outlet structure. The project is grant funded and will help the City meet TMDL requirements for sediment
<br />in Upper Newport Bay. The project involved extensive coordination with the city, residential land owners, the
<br />Newport Bay Conservancy, and the County of Orange. The regulatory portion of the project required CEQA,
<br />California Coastal Commission, Regional Board, U.S. Army Corps of En ineers, and Fish and Game permits
<br />Michael Baker is performing preliminary and final design services for a new lift station to convey sewage from
<br />approximately 6,000 units to the Valencia Water Reclamation Plant. The project consists of building a new cast -in -
<br />place concrete dry and wet pit lift station with a capacity of 2,650 gallons per minute, a valve and bypass vault,
<br />emergency storage tanks, odor control, electrical gear, control systems, a standby generator, and new, 17,400-
<br />foot dual -force mains. For this project, Michael Baker is providing hydraulic, civil, electrical, structural, mechanical,
<br />and HVAC design.
<br />Project Name I Client I Contact Name and Phone I Categories
<br />Date of Completion I Description
<br />The Orange County Flood Control Master Plan (OCFCMP) incorporated existing GIS line work from County
<br />Regional Channel Database (3,000 independent line segments) and the existing county Deficiency Study and
<br />developed a GIS Webtool for rating and ranking regional flood control projects within Orange County, California.
<br />The projects included both deficiency projects (project that did not meet County design criteria) and projects that
<br />were sufficient capacity but required maintenance. The end product was two webtools, one for viewing the rating
<br />and ranking data and one for editing the data. This database contains information on channel sizes and deficiencies
<br />throughout the County including areas within the City of Santa Ana.
<br />Michael Baker provided storm drain analysis for the widening of Warner Avenue from Main Street to Grand Avenue.
<br />The goal of the study was analyzing storm drain alternatives and determine the appropriate pipe sizing. In the
<br />existing condition, the area receives too much runoff that overtops the current storm drain system. The main source
<br />of the runoff is Rouselle Street. The proposed improvements include the Warner Avenue reach between Rouselle
<br />street and Standard Avenue will be upsized and a new parallel pipe will be built from Rouselle to Main Street.
<br />References
<br />Project Name
<br />Client and Contact
<br />Description
<br />Mesa Water District
<br />Phil Lauri, PE
<br />OC-44 Pipeline Rehabilitation
<br />Assistant General Manager
<br />Project description included in table
<br />P.949-207-5449
<br />above
<br />E. phill@mesawater.org
<br />Santa Clarita Valley Water Agency
<br />Rio Vista Valve #2 (RV-2)
<br />.Jason Yim, PE, Principal Engineer
<br />Project description included in table
<br />Vault Modifications
<br />P. 661-513-1277
<br />above
<br />E. jyim@scvwa.org
<br />Orange County Public Works
<br />Orange County Flood Control
<br />Penny Lew, PE, CFM
<br />Project description included in table
<br />Master Plan (OCFCMP)
<br />Senior Civil Engineer
<br />above
<br />P 714-647-3990
<br />E. Penn .Lew oc w.oc ov.com
<br />Legend
<br />a A 1-:11
<br />Water Storm- Reservoir Pump Structures Studies Sewer Pipeline Wells Electrical Recycled
<br />water Station
<br />INTERNATIONAL
<br />Proposal I Page 19 On -Call Water Resources RFP No. 19-100
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