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1999 Act Description Orig Rem Early I Early Fi i h St _ JUL AUG SEP ID - , 2040 ; __ _- . 2050 _ I -- ' 2060 ~ - _ ,~2070 f • -- - 2090 ~ - - - 2100_ ~ ;' 2110 ~ - -- - - frp west shear wall footing - - - ----- - backfill shearwall footing -- -- - -- frp perimeter wall --- - --.. frpcolumns _ ----- -- sog prep grid A-D -- -- -- fp sog grid A-D - bearing walis grid A-D masonry art n s Dur Dur -- ~ -- - 12 0 26MAY99 A OSJUN99 A -. . • -- -- 4 0 08JUN99 A 11JUN99 A - _ . - .- 9 i 0 30APR99 A 28MAY99 A _ - _ • - - -- 6~ 0~08JUN99A 15JUN99A - - --- --- 2~ 0~ 14JUN99 A 15JUN99 A -- - _ --- -- 2, 0! 16JUN99 A 17JUN99 A ~ -- -- _ _ --- 2 f 0.22JUN99 A 28JUN99 A 12 19 - - - II footing II footing -D -D pnry bearin 6 02 09 16 3 0,06 13 ~0 - -- -- - - - alls grid A-D i 2120 ', _ sog prep grid D-E.5 21 0 16JUN99 A 17JUN99 A - ` - d D-E.5 I I ' 2130 ~ fp sog grid D-E.5 2 0 18JUN99 A 21JUN99 A ~ --- d D-E.5 ~ 2140 masonry bearing walls grid C.5-G.5 3 0'~, 23JUN99 A' 25JUN99 A ry bearing walls grid C.5-G.5 I {f i . h Ya ~ ~YM . zPA;s Parking Level'P: ur~-2`; ~~.'._;,~~,~, ~;U, P, , } ' , ~ ~,~ ; 2300 , sump pit excavation 2~ 0; 02JUN99 A 03JUN99 A : 2310 frp continuous footings 4' 0! 06MAY99 A 02JUN99 A s ' 2320 ~ frp sump pit 10 0' 09JUN99 A 17JUN99 A ; 2330 ~ frp pad footings 6 0~ 15JUN99 A 23JUN99 A ootings ~ 2333 I shotcrete crane footing area 7 MAY99 A 10MAY99 A 0' 04 ~ `, 2336 , frp crane footing 6 ~ 0',11 MAY99 A 18MAY99 A ~ ' 2338 frp walls at water vault 5, 0'~ 07JUN99 A 11JUN99 A r vault ~ 2340 ~ backfill footingslsump pit 6 0116JUN99 A 29JUN99 A fill footings /sump pit ~ 2350 ~ frp perimeter walls 6 0 ~ 27MAY99 A 01 JUN99 A I , ; 2360 i frp columns 3' 0' 21JUN99 A 24JUN99 A mns ; 2370 i frp west shear wall 9 0 10JUN99 A' 28JUN99 A est shear wall ~ '" 2380 I underground utlities 2 0', 25JUN99 A' 28JUN99 A rground utlities ; 2390 ~ sog prep ~ 2400 ~ fp sog , ~. . ~PB ';:-Parking Level Po~urrB'~_ ~~ ~ ~~;~ 2 3 w . ~ 0'~ 28JUN99 A; 29JUN99 A 0129JUN99 A' 01JUL99 A ' ` `~ ~__ ;n~~..:. `~~- prep og - ~ ! _ _ _ __ _ _ ~ `° 2500 ~ structural excavation 5' 0' 28APR99 A 22JUN99 A I excavatio n ~ :, 2510 ~ frp perimeter footing 5 0' 04MAY99 A 26MAY99 A I „, 2520 j frp pad footings 6 0 ~ 02JUN99 A 30JUN99 A ad footings ~; 2530 ~ frp east shear footing 10 ~ 0' 07MAY99 A' 21 MAY99 A I 2540 backfill footings 2 O I 01JUL99 A' 01JUL99 A kfill footin s ~ 2550 frp perimeter wall 8 0 01JUN99 A' 10JUN99 A ~ II 2555 frp ramp footings 4 0 18JUN99 A; 30JUN99 A amp footin~gs ~ 2560 I frp ramp walls 4 0' 02JUL99 A' 09JUL99 A frp ramp walls '- 2562 backfill ramp 2 0 i 12JUL99 A',14JUL99 A a7 backfill ramp ~ ' 2565 , frp ramp slab 2 0 '~ 19JUL99 A;19JUL99 A 19 frp ramp slab # 2570 fr columns 3 0 122JUN99 A', 29JUN99 A olumns I ~ 2580 frp east shear wall 8 0 04JUN99 A! O6JU199 A frp east shear wall ,~ 2590 underground utilities 2 0 28JUN99 A 29JUN99 A rground utilities ~ 2600 sog prep 2 0 ! 06JUL99 A 107JUL99 A sog prep I ~ 2610 fp sog 3 0 08JUL99 A' 08JUL99 A fp sog ~ 2620 ~. ~GA, ~~G ,~,, masonry bearing walls ~: - roundfLeve ° o r . ~i: 3 0 12JUL99 A! 14JUL99 A _. -~ :~~ ~ `~"~ ~d~ ~~ ~ masonry bearing walls ____ - t 2690 set tower crane 3 0~ 15JUN99 A 15JUN99 A e I 2700 form slab 8 0 28JUN99 A; 08JUL99 A form slab :`` 2710 rebar/tendons 4 0 08JUL99 A i 16JUL99 A rebar/tendons - 2715 form depressed areas 2 0 119JUL99 A 20JUL99 A a7 form depressed areas `, 2720 mechanical/electrical 3 0 06JUL99 A! 20JUL99 A mechanical/electrical ~ ~ 2730 ' pour slab 1 0 ; 21 JUL99 A! 21 JUL99 A B pour slab ;; 2740 stress tendons 1 0 ! 26JUL99 A~ 26JUL99 A stress tendons ~ 2750 strip forms 6 6 ~ 27JU199 _ i 03AUG99 strip forms , 2760 frp columns 3 3 19JUL99 A 29JUL99 frp columns 2765 arcade walis 5 4 ,19JUL99 A' 30JUL99 arcade walls _ . -- ---~ ~ oaue.ro it~u~~9 ~ Run G~b 29JUL`k7 SIxtA~b 15MARf! ~ I I Pence/Kelly Construction, Inc. """•'""'"°°'• P rwni0er 1A ~ ~ I O PMrovera S~fbma-lnc. I -~