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lUIIG I <br />Corporrte <br />2992 E Ls Palnu Ave. St6. A <br />Anaheim. CA 92806 <br />Tel: 71,1.632.2990 <br />Fax 714.@2.2€74 <br />Oi6p.tdr: 8m.491.29S0 <br />San Oieool,rp€rl.l County <br />6295 Fenn Squero Ste. C <br />Srn Dieoo, CA 92121 <br />Tel: a58.537.39S <br />Fax: E58.a37.3ggo <br />Dispatch: E88 8,14.5060 <br />lnland Erll,irc <br />I ,1467 Moriltan Ptwy. . Btidg 2A <br />Riv6Bld.. CA 925ta <br />Tel: 951.653.4!199 <br />Fax: 951 a53.446€ <br />Dispotch: 8@.491.2990 <br />44917 Golt C.nbr F,h/y., Ste..l <br />Itdio, CA 92201 <br />rel'.760.312.4677 <br />F.x:76 3a2.4,523 <br />Disp.dr: 8oo.ilgl.2990 <br />Speoal hipedon ReporG mu{ be <br />Sepa,ae remats $a be prepared <br />oErtDuEd b U'e F€,!6 l6Ed belor *rhn 1a .,rv!_of the rEp€dE,r Repo.tE c, rlo lco.npliant conon|orE must be d$tEf€d xnmed,aElyIu €6ci t,e of speoarnspedut on a da'ty b66 E d,,.*-"h"tib.;;;kbd;;;;;ffi "r.* ","p"o.. -o,orp,r* <br />MTGI- PRo.ltcrt: 540341 9 <br />pemit r 10191322- l7509 <br />Reportr4Page1of1 <br />Proiect Arcfiitect <br />Strudural Engineer <br />DSA Regional Offce <br />Scfiool Disirid <br />DA!LY INSPECTION <br />REPORT <br />DSATC|TY FilG I _ <br />DSAIOSttPD Appl. t <br />DSA/LEA I _ <br />THE WORK WAS WAS NOI THE INSPECTED MET DID NOT MEETlnspected in accordance with the requirements ol t\e OSA,/OSpHD/ <br />PROJECT alproved doc.rments. <br />The requirement8 ofthe PROJECT (bcuments <br />Samples laken: <br />Clear Temp: 86 fMATERhL SAMPLING wAs E wAs NoT E N/A E V\,/b€tItET <br />Pedormed in accordance tvith OSA/OSpHO/pROJECT approv.d <tocumenta. <br />cc Contractor <br />Building Dop6rtm€nt <br />Own€r <br />Sg of Special lnspedor <br />Maged Saad <br />Pnnt Name <br />certification #: ICC{d57 <br />Verined <br />PRoJEcr NAME] Aldi Mor Store # 34 Date O813112017 <br />ARCHTTECT APD Architecture rIME ARRIVED 8:OO PM IIME DEPARTEo 3:3O PM <br />ENGiNEER B&B Associates TRAVEL TIME LUNCH NME . <br />coNrRAcroR: ED GRUSH SUB CONTRACTOR <br />INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S Bristol St, Santa Ana, <br />TYPE OF INSPECT <br />EACK FILL <br />g ENGINEEREo FILL <br />E FoUNDATToN <br />PT CONCRETE <br />BATC <br />E sHorcRETE <br />E coNcRETE El sHoP wELD <br />MASONRY <br />HIGH STRENGTH EOLTING <br />YVELDING <br />OOFING <br />NDE SHOP <br />D ANcHoR/Dot /EL <br />O NoE FrELo <br />CEILING \^/lRE <br />tr_ <br />OSA./OSHPD PROJECT <br />APPROVEO T)oCUMENTS <br />o <br />PLANS Y N <br />AVAILABLE A SOIL REPORT Y N <br />N <br />SPECS:Y N <br />APPROVEO SHOP DRAWNG Y <br />EAEUIPMENT USEO BY COT,ITRACTOR <br />t ,oRK AREA First Floor <br />IALS USEO BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST RE PORTS): N orara|\ treight Concrete, Hi€rsde Mix <br />[., <br />Wall on grid line A.8 and between lines 7 & 7.G <br />lnspected the placement of 10 cubic yard concrete 3,000 Psl Ready mix # 43051 in the following locations: <br />Footing type FW3 and FW2 located on Brid 7.8 for loading dock. <br />All areas of concrete placement were clean of all deleterious materials. <br />Reinforcing steel was secured against displacement. <br />Concrete was mechanlcally vibrated. <br />All concrete placement inspected and detailed above has been completed as per approved plans andcode. <br />lnspected the placement of 20 Cubic yard co <br />Concrete ramp for freezer, loading dock <br />demolish). <br />ncrete 4,000 <br />refriterator <br />PSI Ready mix f 52403 in the following locations: <br />ramp and loading dock outside slab (canopy <br />EWORKR PAS RCE NTE Fo ALL WO KR DATO Y O'/o PERCENT PROJECT COMPLETE