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Courthouse Square <br />' <br /> Act Orig Rem Earl Earl ~ 999 <br /> ~p Description Dur Dur y <br />Start y <br />Finish APR MAY JUN JUL <br /> 19 6 3 10 17 4 1 7 1q 1 g p <br /> <br />: <br />1000 , ~ <br /> <br />Mass Excavation <br />. <br /> <br />45 <br /> <br />18 <br /> <br />22MAR99 A <br /> <br />07JUN99 - <br /> <br />Mass Excavation <br /> 1200 <br /> <br />_,,~,, <br />a <br />2000 Sanitary Sewer @ <br /> <br /> <br />~n <br />structural excavation 4 <br /> <br /> <br />6 0 <br /> <br /> <br />5 05APR99 A <br /> <br /> <br /> <br />9APR99 A 07APR99 A <br /> <br /> <br /> <br />9MAY99 @ Chemeketa <br />I <br />I <br />li <br />structural excavation <br /> 2010 frp perimeter footings 6 0 19APR99 A 30APR99 A frp perimeter footings , <br /> <br /> 2020 frp pad footings 6 4 21APR99 A 14JUN99 frp pad footings <br /> 2030 frp elevator pits 4 4 20MAY99 25MAY99 ----~ frp elevator pits <br /> 2040 frp west shear wall footing 12 12 26MAY99 10JUN99 ' - frp west shear wall footing <br /> 2050 bac~Il footings 4 4 09JUN99 14JUN99 ~-bac~ll footings <br /> 2060 frp perimeter wall 9 6 30APR99 A 20MAY99 frp perimeter wail <br /> <br />2070 <br />frp columns <br />20 <br />20 <br />20MAY99 <br />16JUN99 <br />I <br />I - <br />i {rp ~lumns <br /> 2080 underground utilities 2 2 15JUN99 16JUN99 i -A underground utilities <br /> 2090 sog prep 2 2 17JUN99 18JUN99 i -A sog prep <br /> 2100 fp sog 3 3 21JUN99 23JUN99 ~~ i -A fp sog <br /> 2110 <br /> <br /> <br /> <br /> <br />300 masonry bearing walis <br /> <br /> <br /> <br /> <br />tructural excavation 4 <br /> <br /> <br /> <br />5 4 <br /> <br /> <br /> <br />5 24JUN99 <br /> <br /> <br /> <br /> <br />5MAY99 A 29JUN99 <br /> <br /> <br /> <br /> <br />6MAY99 ' <br /> <br />- _ . _ _ <br />~ <br />i <br /> <br />_ _ <br />- <br /> <br />___ ~__ <br />- ~~ -~ mason <br /> <br /> <br />_ .__.. <br />__ _ <br />~ __ <br />structural excavation , <br />- <br /> <br /> <br />2310 <br /> <br />frp perimeter footings <br /> <br />4 <br /> <br />1 <br /> <br />06MAY99 A <br /> <br />20MAY99 <br />I .. <br />_ -_____ __ : <br />t=, <br />frp perimeter footings , <br /> 2320 f sum it <br />rP P P 10 10 20MAY99 02JUN99 I - frp sump pit' <br />I <br />; <br /> 2330 frp pad footings 6 6 31MAY99 07JUN99 ' I I <br />_ <br />-l~frp pad footings <br /> 2333 shotcrete crane footing 7 0 04MAY99 A 10MAY99 A ~ s hotcrete crane footing area <br />1 <br /> 2336 frp crane footing 6 4 11 MAY99 A 18MAY99 ~- frp crane footing , <br /> 2338 frp walis at water vauit 5 5 19MAY99 25MAY99 -~ frp walls at water vault <br />i <br /> 2340 backfill footings/sump pit 6 6 01JUN99 08JUN99 j I -~-backfili footings/sump pit <br /> 2350 frp perimeter walis 3 3 21 MAY99 25MAY99 `-~ frp perimeter walis <br /> 2360 hp columns 3 3 17JUN99 21JUN99 ! ~ . - --~q-frp columns <br /> 2370 frp shearwalls 6 6 22JUN99 29JUN99 ~ ~ _ ''-~frp shea <br /> - - <br /> DaU Cafe 13MAV99 <br /> <br /> <br />~ <br /> <br />~- I~ <br /> <br />~ <br /> <br />- <br /> <br />ence/ elly,Construction, Inc. Run Gab 13AIAY99 . <br />S~art dab 15A14R99 <br />~ ~~~_ _ _ _ <br />P etprV 5A <br />o Pmwera sn~. ~~- i <br />