Laserfiche WebLink
CITY OF SANTA ANA <br />PRO JECJ' NO. 16-6467 <br />SAN°fAANA DEJ,JJJ CHANNEL DIVIERSION PROJECT— REBID <br />PROPOSAL <br />REFERENCES <br />The following etre the names, addresses, and tdicp'hone numbers for 'THREE public agencies for <br />which the BIDDER has performed s6mitar work within the past three,years. <br />`7 <br />Naeatte aanat Aatdrcns art"uhtis x1(wncy — <br />Port of Los Angeles <br />425 South Palos Verdes Street, Sen Pedro, CA 96731 <br />Natwa:4had'NivpolumsNainherof1wrsonfamiliar with *rojva <br />Carlos C. Sairlenegro <br />T: 310-732-3053 <br />i'lxajrv;�t hdavtr�. I:arCaabrau, nand i7nti ait'tam�ls+cion <br />Berta 145-147 <br />in Wilmington, CA <br />Completed May 2013 <br />- tactaited Ihsertytt`son aFi�ru}m <br />The project largely consisted of construction of about 2,000 linear feet of cast -in-place reinforced <br />concrete stoner channel (see Image # 15). Lonerock was also responsible for construction of other <br />reinforced concrete structures including a ,partially cast -in-place diversion structure that diverted flow to <br />a pre -cast CI3S unit (substantially similar to the Santa Ana Delhi Diversion Project). <br />Other challenging parts of the project included a reinforced concrete storm drain outfall structure <br />(see Images # 17-20) into the harbor. A large cast -in-place reinforced concrete manhole structure <br />connecting the outfall was also constructed (image # 21). A reinforced concrete structure was <br />constructed 12 feet sander ocean water (Image's # 22.23). The project also included a design -build <br />Custom pump station (Images #16, 24-25). <br />This project is substantlally similar in size to the Sante Ana Delhi Channel Diversion Project, Lonerock` <br />work was worth over $6;000,000.00 and Included over 1,500 CY of cast -in-place concrete„ larger than <br />what is required for the Santa Ana Delhi Diversion Project. The project Is similar in scope anti type to <br />the Santa lana Delhi Diversion Project as it required construction of a gravity driven cast -in-place <br />reinforced concrete flood storm channel with walls. The entire channel was constructed, unlike for the <br />Sa'n'ta Ana project where it is partially modified. The project also included several cast -in-place concret <br />structures, a diversion to a CI35 unit, and construction of a purnp station just like the Santa :Ana Delhi <br />project. <br />The information above shows that this project partially satisfies the minimum qualifications <br />for the Santa Ana Delhi Diversion Project. The project satisfies 4 years and 2 months of the <br />required 5 year history and experience in reinforced concrete flood control channels and <br />reinforced concrete structures in the past 10 years It also satisfies one of the two projects <br />required in the past 15 years of similar size, scope, and type of the Santa Ana Delhi <br />Channel project. The majority of the project experience is cast -in-place concrete as the <br />attached images show. <br />Attach q — U i U Photographs s110awin6, each phrasc ofconstruction, <br />r JJ nel iG <br />i:ily trf;saCtt4� Ana t a'rrjac„t 1e, 6467firrnt,�arzaa ,ani a�� rhrsnrat7avrsraeiarp}zc4 f dwIdr,*txria➢rrt FrgTvi C7r;tsr'cswt 1, 2015 <br />