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AECOM 1 <br />low- q� <br />James Faber, PE Mr. Faber is a registered civil engineer with extensive experience in highway, bridge, <br />Project Manager and railroad design, construction management, and project management. This ex- <br />perience includes working in the road design section of Caltrans District 12. He is <br />Education and Registrations proficient in the management of large scale, multi - discipline projects, and the de- <br />BS /1984 /Civil Engineering velopment of construction documents for both rail and highway projects. Mr. Faber <br />PE /1990 /California, No: 45668 is proficient in M icroStation, I N RAI L, and project management software (including <br />Microsoft Project). <br />Refer,,: <br />Glen Helen Parkway Grade Separation over UPRR +BNSF, San Bernardino <br />Chris Saed <br />California: Project manager. Responsible for managing the preliminary <br />San Bernardino County <br />engineering for the project report (PR) and environmental document (ED) for the <br />909.387.7877 <br />Glen Helen Parkway grade separation over both Union Pacific (UP) and Burlington <br />Northern Santa Fe (BNSF) railroad tracks. Project tasks include development <br />Linda <br />of realignment alternatives, bridge alternatives, evaluation of impacts to <br />C Coro na <br />City Corona <br />utilities and adjacent properties, developing engineering cost estimates, and <br />951.733 9.4960 <br />assessing right -of -way impacts. The project tasks include development of <br />realignment alternatives, bridge alternatives, evaluation of impacts to utilities <br />Mike Livingston <br />and adjacent properties, developing engineering cost estimates, and assessing <br />City of Palmdale <br />right -of -way impacts. Several major utility lines cross Glen Helen Parkway and <br />661.267.5300 <br />accommodations or relocations of utilities need to be made to construct the <br />proposed improvements. <br />Iowa Ave Grade Separation over BNSF, Riverside, California: Project director. <br />Responsible for construction of the grade separation bridge structure for Iowa <br />Avenue over the BNSF triple tracks. The project will entail the project approval, <br />the environmental document, for both NEPA and CEQA clearance, and the <br />production of the ultimate PS &E construction documents. The structure is a <br />3 -span, 454 -ft long, 102 -ft wide CIP /PS box girder bridge supported on high <br />cantilever seat type abutments and 6- column bents. Both abutments and bents <br />are supported on driven steel piles. <br />3rd St. Grade Separation over BNSF, Riverside, California: Project manager <br />responsible for the organization of the preliminary engineering on the project <br />report and the environmental document for the grade separation of BNSF's <br />main line tracks at 3rd Street. The grade separation involves three BNSF tracks, <br />a potential future Metrolink track, and a nearby set of UPRR tracks. The City <br />of Riverside contracted AECOM as prime consultant to provide preliminary <br />engineering for a project report and environmental document for the great <br />separation of BNSF's main line tracks at 3rd Street. The grade separation involves <br />three BNSF tracks, a potential future Metrolink track, and a nearby set of UPRR <br />tracks. <br />McKinley St. Grade Separation over BNSF, Corona, California: Project manager. <br />Responsible for the production of a project study report and a preliminary <br />environmental analysis report. AECOM is responsible for the production of a <br />project study report (PSR) and a preliminary environmental analysis report (PEAR) <br />for the McKinley Street grade separation over the BNSF railroad. <br />Auto Center Drive Gradle Separation over BNSF, Corona, California, Project <br />manager. Responsible for administering all aspects of the project, including <br />obtaining a PUC order to construct; developing and participating in negotiations <br />with BNSF for construction and maintenance agreements; environmental <br />clearance; right -of -way; surveying; utility coordination; roadway; bridge; traffic; <br />and geotechnical reports. The Auto Center Drive overhead is a three -span cast - <br />in -place concrete box superstructure that carries four vehicular traffic lanes and <br />a median over the BNSF ROW. The bridge has a high skew and design features <br />have adapted to the many utility lines present in the area. The structure is a 353 -ft <br />long, 76 -ft wide CIP /PS box girder bridge supported on high cantilever seat type <br />abutments and drilled shaft bents. <br />II� <br />e 4tl 000 <br />®® Proposal for Project Study Report Equivalent and Conceptual Engineering Plans for <br />Santa Ana Boulevard Grade Separation Project <br />