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25B - SANTA ANA BLVD GRADE SEPARATION_Exhibit A-1_Color
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25B - SANTA ANA BLVD GRADE SEPARATION_Exhibit A-1_Color
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Last modified
7/26/2016 2:44:35 PM
Creation date
1/3/2011 11:41:16 AM
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City Clerk
Doc Type
Agenda Packet
Item #
25G
Date
1/4/2011
Destruction Year
2016
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Glen Helen Parkway Grade Separation <br />San Bernardino, California <br />AECOM provided preliminary engineering for a project Report (PR) and <br />Cliem, <br />Environmental Document (ED) for the Glen Helen Parkway grade separation <br />County of San Bernardino <br />over both Union Pacific (UP) and Burlington Northern Santa Fe (BNSF) railroad <br />Dept. of Public Works, 825 East Third <br />tracks. Glen Helen parkway will be realigned and widened to four lanes to improve <br />Street, Room 143 <br />regional traffic circulation, improve access to the Hyundai Pavillion at Glen Helen, <br />San Bernardino, CA 92415 <br />improve fire and emergency service response time, and provide an all - weather <br />crossing over the Cajon Wash. To support the regional park, the concert venue, <br />Contact <br />and the recreational potential of the area, the project includes an equestrian trail <br />Chris Saed <br />undercrossing and the pedestrian facilities will be ADA compliant. This project is <br />909.387.7877 <br />strongly supported by the County Board of Supervisors. <br />Year Completed <br />Ongoing <br />Construction Cost <br />$40 million <br />Design Cost <br />$570,000 <br />Team Members <br />James Faber, PE <br />Mohan Char, PE <br />Albert Pan, PE <br />The project tasks include development of realignment alternatives, bridge <br />alternatives, evaluation of impacts to utilities and adjacent properties, developing <br />engineering cost estimates, and assessing right -of -way impacts. Several major <br />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 />Wash experiences severe flows <br />from the Cajon Pass. The bridge <br />must accommodate the flows and <br />channel hydraulics will be studied <br />to determine the appropriate level <br />of scour protection and bridge <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 />protection from flood damage will --- - -�- <br />be require construction of dikes and <br />hard surfacing of embankments. <br />Dillon Road Grade Separation <br />Coachella, California AECOM provided preliminary and final engineering design for the Dillon Road <br />grade separation project. AECOM was responsible for all aspects of the project, <br />City f Coachella from start to bid, including obtaining a PUC order to construct; developing and <br />y <br />1515 Sixth Street participating in the negotiations with UPRR for the construction and maintenance <br />Coachella, CA 92236 agreement; environmental clearance; right -of -way; surveying; utility coordination; <br />roadway; bridge; landscape; traffic; and geotechnical. <br />Contact <br />Tony Lucero <br />760.398.3502 <br />Year Completed <br />2009 <br />Construction Cost <br />$12.5 million <br />Design Cost <br />$990,000 <br />Team Members <br />James Faber, PE <br />Mohan Char, PhD, PE <br />Ed Ng, PE <br />Albert Pan, PE <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 />existing alignment to avoid impacting <br />the traffic along Dillon Road /Avenue <br />48, but mainly to avoid business <br />loss due to modifying the frontage <br />of Di [[on Road, west of G rapefru it <br />Blvd. /Indio Blvd. The alternative <br />was selected over an undercrossing <br />due to a variety of factors, including <br />cost, and because of the necessity <br />to connect the tracks to two existing <br />siding tracks, each located less than <br />1000 feet from the current at-grad e"' =` <br />crossing with Dillon Road. - <br />000 <br />®® <br />Proposal for Project Study Report Equivalent and Conceptual Engineering Plans for <br />Santa Ana Boulevard Grade Separation Project <br />
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