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20C - AA - AGMT - ENGINEERING SRVS
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Last modified
5/23/2019 2:18:21 PM
Creation date
4/28/2016 2:23:04 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
20C
Date
5/3/2016
Destruction Year
2021
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' ^k'.- Storer Drama Master Planvor <br />Phase RFPNo. 1C <br />Jahn McCarthy, PE, CFM I Principal -in -Charge <br />Mr. McCarthy is experienced in the development, final design, <br />and construction of flood control and drainage projects for public <br />works and private sector projects. His experience Is concentrated <br />In the field of stormwater management, including: hydrology <br />studies, floodplain analysis, drainage master plan studies and <br />runoff management plans, detailed hydraulic analyses, and <br />improvement plan preparation. He has prepared stormwater <br />runoff and drainage master plans for public and private sector <br />clients, Including the cities of Irvine, Tustin, Yucaipa, Victorville, <br />and Azusa; counties of Orange, Riverside, and Ventura; and <br />various private sector clients throughout California. Mr. McCarthy <br />specializes in the development of complex flood control and <br />runoff management solutions for both public and private sector <br />projects. He also has extensive experience in flood control and <br />storm drain facility design, including flood channels, storm drain pipes, debris and detention basins, <br />and ecosystem restoration projects. <br />Relevant Experience includes: <br />Santa Ana Storm Drain Master Plan, Santa Ana, California. City of Santa Ana. Principal in <br />Charge. Responsibilities included project team and resource management oversight for the update <br />the city's storm drain master plan. The city has an established drainage system with some segments <br />over 50 years old and other segments recently constructed. Michael Baker analyzed the main line <br />drainage system and prepared a hydrology study along with maps for the entire city boundary and for <br />individual sub -areas for 2-, 10-, 25-, and 100-year storm events. The capacity of the existing storm <br />drainage was evaluated to determine system capacity sufficiency using a hydrodynamic hydraulic <br />model. A comprehensive list of needed storm drainage improvements was then generated. Michael <br />Baker performed a hydraulic analysis to size sufficient storm drain lines and provided an ESRI <br />ARCGIS geodatabase of city storm drain facilities, including storm drain pipes, city -owned drainage <br />channels, manholes, catch basins, and culverts. Michael Baker used the Bentley software <br />hydrodynamic hydraulic model CivilStorm, which uses hydrographs with in the hydraulic model to <br />determine adequate pipe sizing. <br />Drainage Master Plan, Redlands, California. City of Redlands. Principaldn-Charge. Responsible <br />for overseeing project. Michael Baker developed a drainage master plan for the city to update its <br />drainage infrastructure and to identify regional drainage solutions to the city's flooding issues. Michael <br />Baker's services included hydraulic modeling, planning, best management practice (BMP) <br />identification and evaluation, and stakeholder coordination. <br />Master Plan of Drainage Update, Yucaipa, California. City of Yucaipa. Principal -In - <br />Charge. Responsible for project management for engineering services to update the city's drainage <br />master plan. The update included the development of new hydrologic calculation of peak flow rates <br />along Wilson and Wildwood Creeks with the City limits. The update included the incorporation of <br />existing and future stormwater detention basins proposed for the watersheds. Michael Baker identified <br />the configuration of the existing facilities and basins based on available as -built plans and data, <br />prepared preliminary stage -storage and stage -discharge relationships for the proposed basins, and <br />performed an optimization study to develop the most cost effective system to meet the city's <br />standards. <br />!i ri G,rrnfl P.lr LS � k:'en i,u`,p5 <br />I W'fERNATIDNAL <br />20C-39 <br />
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