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Act Orig Rem Early Earl 1999 <br /> ID Descri tion <br />p Dur Dur Start y <br />Finish MAY JUN JUL <br /> - _______ -- <br />- - - 17 4 1~07 14 1 8 5 12 <br /> <br /> <br /> <br />:' 2070 <br /> <br /> <br />rp columns <br /> <br />-- <br />6 <br /> <br />4 ----- <br /> <br /> <br />08JUN99 A~ <br /> <br />- <br />11JUN99 <br />, <br />_ ~. <br />irp columns <br /> '" 2090 sog prep grid A-D 2 __ <br />2 10JUN99 ~ 11JUN99 ~7~sog prep <br />rid A-D <br /> __ <br />; 2100 fp sog grid A-D 3 _ <br />3 14JUN99 16JUN99 g <br />-~ fp sog grid A-D <br /> ;,. 2110 masonry bearing walls grid A-D <br />~ 2 2 17JUN99 18JUN99 -~ ma <br />b <br />i <br /> <br /> <br />2120 <br />_ <br /> <br />so re rid D-E.5 <br />4 9 p p 9 <br /> <br />2 <br /> <br />2 <br />____ - <br />--} <br />14JUN99 I 15JUN99 sonry <br />ear <br />ng wall <br />- <br />Q7 sog prep gnd D-E.5 <br /> ? 2130 <br />~ -- ! fp sog grid D-E.5 2 2 16JUN99 17JUN99 ~7 f so <br />~ P 9 9rid D-E <br />5 <br /> `~ 2140 <br />, <br />~-= Pa <br />~~, <br />~- 2300 <br />~~ 2310 masonry bearing walls grid C.5-E.5 <br /> <br />r in ~ ~L.eVe <br />, 9: .~. <br />sump pit excavation <br />frp continuous footings 3 <br /> <br /> <br />~ <br />2 <br />4 -- <br />3 <br />~ ~ ~ <br />~ a . R ~ <br />0 <br />0 ~ 18JUN99 ' 22JUN99 <br /> <br />~ " ~" ~,~ : <br />:~3~~~~-~ ~,~;.~> <br />02JUN99 A I, 03JUN99 A <br />06MAY99 A 02JUN99 A . <br />-~ masonry bearing v~ <br />_ , <br />-~ <br />-Q7 s~mp pit excavation <br />irp continuous footings <br /> p 2320 frp sump pit 10 10 08JUN99 ~21JUN99 ~- frp sump pit <br /> : 2330 frp pad footings 6 6 17JUN99 24JUN99 ~~lrp pad footings <br /> ~ 2333 , shotcrete crane footing area 7 0 04MAY99 A' 10MAY99 A e crane footing area <br /> `` 2336 frp crane footing 6 0 11 MAY99 A 18MAY99 A rp crane footin <br /> -= 2338 frp walls at water vault 5 2 07JUN99 A ~ 09JUN99 -- frp walis at water vault <br /> 2340 backfill footings/sump pit 6 6 18JUN99 ~ 25JUN99 --A~backfill footings <br /> y 2350 frp perimeter walls 6 0 27MAY99 A '; 01JUN99 A --~/ frp perimeter walls <br /> ~ 2360 frp columns 3 3 23JUN99 25JUN99 -~- <br />~irp columns <br /> Y 2370 frp west shear wall 9 9 09JUN99 21JUN99 ' frp west shearwall <br /> <br />2380 <br />~ underground utlities <br />2 <br />2 <br />28JUN99 <br />29JUN99 -- <br />~'~ -~ undergroun <br /> 2390 sog prep 2 2 30JUN99 01JUL99 -- -~ -~~sog prep <br /> 2400 fp sog 3 3 02JUL99 07JUL99 -Afip so <br /> 2410 <br /> <br /> <br />B ~P,.a <br /> <br />2500 <br />` 2510 masonry bearing walls <br /> <br /> <br />rkin" ~Level <br />g ° <br />structural excavation <br />frp perimeter footing 3 <br /> <br /> <br /> <br />5 <br /> <br />5 3 <br /> <br /> <br />`~~ <br />~,~ <br />2 <br />0 OSJUL99 <br /> <br /> <br />~ <br /> <br />28APR99 A <br />04MAY99 A 12JUL99 <br /> <br /> <br /> <br />F <br />09JUN99 <br />i 26MAY99 A ~' -A <br />- _ - --- <br />-- - --- <br /> <br /> <br />structural excavation <br />frp perimeter footing <br /> 4 2520 ~ frp pad footings 6 3 02JUN99 A 10JUN99 ____- ~frp pad footings <br />~ <br /> <br />~ 2530 <br />frp east shear footing <br />10 <br />0 <br />07MAY99 A <br />21 MAY99 A -------- _ <br />frp east shear footing <br /> <br />2540 <br />backfill footings <br />2 <br />2 <br />11JUN99 <br />14JUN99 -- - <br />~ -- -- <br />~-backfill footings <br /> 2550 frp perimeter wall 8 2 01JUN99 A 09JUN99 -- frp perimeter wall <br /> <br />2555 <br />~• <br />frp ramp footings <br />4 <br />4 <br />22JUN99 <br />25JUN99 <br />' ~--- <br />~-A frp ramp footing <br /> <br />2560 <br />frp ramp walls <br />4 <br />4 <br />28JUN99 <br />01JUL99 <br />, ~ , <br />~ '- I-A~frp ramp <br /> 2570 frp columns 3 3 02JUL99 07JUL99 ' '' ~~'- -Airp c <br />i <br /> 2580 frp east shear wall 8 8 22JUN99' O1JUL99 '-=-~'frp east s <br /> 2590 underground utilities 2 2 30JUN99 01JUL99 ', ~-~--~undergrou <br /> 2600 sog prep 2 2 08JUL99 09JUL99 , '' -~ so <br /> 2610 fp sog 3 3 12JUL99 14JUL99 - <br /> 2620 <br />, <br />A1 -~G <br />2690 masonry bearing walls <br /> <br />roun' ~L•eve o <br />set tower crane 3 <br /> <br /> <br />3 3 <br />. . <br />:~" <br />3 15JUL99 <br />, , ., . <br />~ ~ <br />14JUN99 ' 19JUL99 <br />. <br /> <br />16JUN99 <br />_ _ _ _. - <br />. . . _ - ---- - _ <br /> <br />--~7 set tower crane <br />. A 2700 form slab 6 6 21JUN99 28JUN99 ~ ----~form slab <br />` ' 2710 rebar/tendons 4 4 29JUN99 02JUL99 '--~ rebarlten <br /> 2720 mechanical/electrical 1 1 02JUL99 02JUL99 i `-m mechani <br /> 2730 pour slab 1 1 06JUL99 06JUL99 ' -L~ pour <br />~ ? 2740 stress tendons 1 1 09JU~99 09JUL99 ' '-~ str <br /> 2750 strip forms 6 6 12JUL99 19JUL99 ' '- <br />~ 2760 f rpcolumns 3 3 07JUL99 09JUL99 ' -~67frp <br /> <br />~ 2770 <br /> <br />,r <br />'%G,~r Gr <br /> <br />2800 f reshores removed <br /> <br />y <br />ound;;Le~e <br /> <br />orm slab 1 <br /> <br /> <br /> <br />5 1 <br /> <br /> <br />" , <br /> <br />5 21JUL99 <br /> <br /> <br />; ~ <br />~ <br />13JUL99 21JUL99 <br /> <br /> <br /> <br /> <br />9JUL99 <br />. <br /> <br />' <br /> <br />__ _ _ __ <br />. <br /> <br />- <br /> 2810 rebar/tendons 4 4 20JUL99 23JUL99 <br /> 2820 mechanical/electrical 1 1 26JUL99 26JUL99 <br />' ~ 2830 pour slab 1 1 27JUL99 27JUL99 <br /> <br /> Da~ Aale 0&IUN99 <br />Runearo 10JUN9B <br />P ence/Kelly Construction, Inc. Mu: m;,o,~. 'Sn~R'° <br /> Py~ numEer 2A <br />O Pnnuvsn Sy~ieme, i~c. <br />