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CITY OF SANTA ANA <br />PRca.aECT NO.16-6467 <br />SANTA ANA DELHI CHANNEL DIVERSION PROJECT— REBID <br />PROPOSAL <br />The fallowing are the names, addresses, reit([ tclephong numbcrs tor'I7 REE public agencies for <br />which the f3ll)ClER has pert'armed sintilar work within the past thrce,ycars, <br />2 <br />Rev mil AddnasnrPublic Aiacnq <br />Port of Los Angeles <br />425 South Palos Verdes Street, San Pedro, CA 90731 <br />Nwnc intd'ter¢plu+na NuIlAwr or}x;rsasr fientitiu w4h prujcet <br />Carlos C. Baldenegro <br />_._ T 310-732-3053 <br />....__.._y. .�....._._—__ <br />irfB}jtiCG Nanu, tH7c4n'thfl, and tai{t4 #Bt'C`o171r7ra'V imY <br />Beath 145-147 <br />in Wilmington, CA <br />Completed May 2013 <br />I )erailad De scriplioa of Project <br />The project largely consisted of construction of about 2;040 linear feet of cast -in-place reinforced <br />concrete storm channel (see Image # 15). Loners ck was also responsible for construction of other <br />I <br />reinforced concrete structures including a partially cast -in-place diversion structure that diverted flow to <br />a pre -cast COS 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 Beet under ocean water (Images # 22.2.3). The project also included a design -build. <br />custom pump station (images #16,24-25). <br />This project is substantially similar in size to the Santa Ana Delhi Channel Diversion Project. Lonerock" <br />work was worth over $5;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 and type to <br />the Santa Ana Delhi Diversion Project as it required construohon of gravity driven call -in-place <br />reinforced concrete ttood storm channel with walls. The entire channel was constructed', unlike for the <br />Santa Ana project where It is partially modified. The project also included several cast -in-place concret <br />structures, a diversion to a CGS unit, and construction of pump 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 I <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 Arra Delhi <br />Channel project, The majority of the project experience is cast -in-place concrete as the <br />attached images show. <br />Attach 4 - 3s10 Phctograplis showing each phasc o9 construction. <br />Cit» of Swi ra Ana i t'tn �t IG 6467 Sifila Ana (`3rsl��� InrrlHal �# r?r,,ion r folf" i i Aldern4 <br />r i r. uz}r t'931-t7nioisr*¢ t df) IF, <br />23A-23 <br />