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<br /> <br /> gym, <br /> ~ o <br /> i ~ ~ <br /> <br /> <br /> San Bernardino, California AECOM provided preliminary engineering for a project Report (PR) and <br /> Environmental Document (ED) for the Glen Helen Parkway grade separation <br /> ~e <br /> over both Union Pacific (UP) and Burlington Northern Santa Fe (BNSF) railroad <br /> I,,,,,,,,,W„~M „I„I„~~ tracks. Glen Helen parkway will be realigned and widened to four lanes to improve <br /> regional traffic circulation, improve access to the Hyundai Pavillion at Glen Helen, <br /> improve fire and emergency service response time, and provide anall-weather <br /> i i i io io ~i m i ii i io ~~~m <br /> crossing over the Cajon Wash. To support the regional park, the concert venue, <br /> and the recreational potential of the area, the project includes an equestrian trail <br /> undercrossing and the pedestrian facilities will be ADA compliant.This project is <br /> strongly supported by the County Board of Supervisors. <br /> The project tasks include development of realignment alternatives, bridge <br /> alternatives, evaluation of impacts to utilities and adjacent properties, developing <br /> u engineering cost estimates, and assessing right-of-way impacts. Several major <br /> ,~iii~ii~~iii~iir~ utility lines cross Glen Helen Parkway and accommodations or relocations of <br /> utilities need to be made to construct the proposed improvements. The Cajon <br /> III~~ ~ ~ <br /> ~ Wash experiences severe flows i , <br /> f,.. <br /> from the Cajon Pass.The bridge - ~ ~ ,~~s~~~ <br /> ~,~,,w~ <br /> ~~~~il.. ° must accommodate the flows and ~ <br /> <br /> . . <br /> <br /> <br /> channel hydraulics will be studied ~ <br /> to determi ne the appropriate level x ~ti ~ , , , ~ ~ , ,~q ii r~~y <br /> „ a ~ yv <br /> ~ of scourprotection and bridge 7~.~ - ~ <br /> foundations. Major bridge structures " ~ <br /> and retaining walls will be used ~ ~ ~ ~ ~ <br /> to span the creek and railroads. ~ <br /> It is anticipated that substantial - <br /> <br /> <br /> ~ <br /> protection from flood damage will <br /> be require construction of dikes and <br /> hard surfacing of embankments. ~ ~ <br /> Coachella, California AECOM provided preliminary and final engineering design for the Dillon Road <br /> .w,,~. grade separation project. AECOM was responsible for all aspects of the project, <br /> ~ from start to bid, including obtaining a PUC order to construct; developing and <br /> participating in the negotiations with UPRR for the construction and maintenance <br /> ~ agreement; environmental clearance; right-of-way; surveying; utility coordination; <br /> roadway; bridge; landscape; traffic; and geotechnical. <br /> s a,~w <br /> The selected alternative consists of spanning the roadway over the railroad and <br /> Grapefruit Blvd./Indio Blvd., and then connecting to Avenue 48 westerly of the <br /> intersection with Grapefruit Blvd./Indio Blvd. The alignment was offset from the <br /> <br /> existing alignment to avoid impacting <br /> the traffic along Dillon Road/Avenue <br /> °~~w 48, but mainly to avoid business <br /> ~e <br /> ~,,,,,,,,,i„~~~i,;„r,,, loss due to modifying the frontage <br /> <br /> <br /> of Dillon Road, west of Grapefruit <br /> Blvd./Indio Blvd.The alternative <br /> ~ <br /> <br /> was selected over an undercrossin <br /> IIII <br /> due to a variety of factors, including <br /> z 1 ,.t, iyY,..- <br /> cost, and because of the necessity <br /> <br /> ~ to connect the tracks to two existing <br /> siding tracks, each located less than <br /> II'llflllll~ 1000 feet from the current at-grade <br /> crossing with Dillon Road. <br /> a . <br /> <br /> ~~~~~ii Il~ir~~ ~,k~~~ . ~ ~„d ~ i~~,~~ IE;;;;;~~~~ five , ~ „ ~ i„ . ii <br /> ir~o~~,~ ~ir~a . ~~,,,,y ~a,~ii~~,~ it ~ ~ ~t'ii~~iu~~n I~~r,u <br />