FULL PACKET_2018-06-19 (INCLUDES 25E EXHIBITS)

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City of Santa Ana-, direction for Improved vehicular ingress and egress, The slope will be graded and recorripacted to a c m c modate the roadway widening — extending the top of the adjacent slope and extending the too of the slope by 28 feet Into Swanson Park. Placentia MotroUnk Station Phases I and 11 Orange County 7�ftnsoortatlon Authority Client Contacktora Cross, Prolea Manager 650 South Matti street (714) 560-5788 Orange, CA 92868 Project Vates. 90 12 to 2017 (design completed, oon- struction ongoing) Wilklan prepared plans, epeolfloations, and estimates Protect Team. Tyrone Peter, Da Vid Knoll, Mohson for a Motrol-Ink commuter rail station In the City of RUNMISn, John Hidalgo, Alexis Szoobar, Placentia. The station Is located on tracks owned by Ross Ahlabant. Ray Wellington, Kenneth the BNSF Railway east of State Route 57 at the Kdoger, Randy Shadowen, Bernardo northeast corner of Melrose Street and Crowther Av- R6^ Susana Banientos, Bryan Ngu- enue, The project site involved appr6ximatelly 4.75 yen, Shaffa McCracken, Robert Burch, acres to provide a MetroUnk commuter rail station Chds Stone that meats current and future transit demand and ADA requirements. The project is expected to foster train ridership growth In the region. The station was planned as part of a key component of tranalt-orlented devel- opment envisioned In the Westgate Specific Plan for the City of Placentia. The project Improvements in- cluded street, railroad track, and pedestrian Improvements; rail platforms; and lighting, signing and striping of four parking facilities for 425 vehicles, Water Well Rehabilitation- Well No 25 GIV of South Gate Client 0onfachArturo Cormntes, Public Works Director 8650 Californla Avenue (m) 56s,012 South Gate, CA 90280 Protect Dat": ROOS-2010 The City of Southgate rehabilitated Its Well No. 25 PrOject r"M MA9 BustA Selena Midden due to holes in the existing low carbon steel wire wrap screen, which has limited well production. The holes In the wire wrap screen were In the lower 660'of the 1350'doop well. As a result, the production from the lower 65W of Well No. 25 was only 20% of the overall well production. The City desired to fill the lower 660' of the well with concrete slurry to eliminate the zones with holes in the wire wrap screen.. The City required a hydrogeologist to revlow, evaluate, and assess the proposed rehabil- Itation program, based on the information provided by the City, including, but not limited to, well completion reports, well geophysical logs, well Inspection videos, hydraulic off [clancy tests, and water quality test re- sults. After review and assessment of the existing well conditions, a summary report was prepared and provided to the City discussing the risks and benef Its associated with alternative rehabilitation procedures. Plans and specifications for well rehabilitation were prepared based on the City's as Iti om a Is direction r u ng tr r v wof the hydrogeologist's summary report, After well rehabilitation was completed, a test pump was conducted to determine the maximum output of the well. Comprehenslm InnovatIve. Trtisted, Propml for On -Gall Engneerin 27 RFP No, 17-083 25E-689