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Act _ _----- - Ori - - Rem - Earl E l 1999 2000 ID Description g Dur Dur y Start ar y Finish DEC JAN FEB MAR APR MAY JUN JUL U --- - - ---------- _ _ _ _ _ _ - - - . 2010 _. frp continuous footings - -- 6 - 0 19APR99 A 30APR99 A ~ 2020 .frp pad footings - 6 - 0 --- -- __ 21APR99 A 13MAY99 A ~ ; ° 2025 ~ frp pad ftngs along A& 12a line --- ~ 4 0 --- 26MAY99 A - 28MAY99 A ~ 2030 frp elevator pits 4 0 26MAY99 A 02JUN99 A ' ; 2040 frp west shear wall footing -- . - -- 2050 ~, backfill shearwall footing -- 12 - 4 0; 26MAY99 A -r-- -- 0I08JUN99 A 08JUN99 A 11JUN99 A ~ I ' ~ '. , - --- 2060 ifrp perimeter wall 2070 frp columns 2090 ~sog prep grid A-D 9 6 2 ---}---- - 0; 30APR99 A ~08 99NUJ A 0' 14JUN99 A - 28MAY99 A 15JUN99 A 15JUN99 A ; 2100 ; fp sog grid A-D 2 0 16JUN99 A 17JUN99 A " ? : 2110 rmasonry bearing walls grid A-D 2120 ~ sog prep grid D-E.5 2 2 0 i 22JUN99 A 0 16JUN99 A 28JUN99 A 17JUN99 A id A-D ! ' 2130 Ifp sog grid D-E.5 2 Oi 18JUN99 A 21JUN99 A I <, 'P 2140 I masonry bearing walis grid C.5-G.5 3 0~ 23JUN99 A 25JUN99 A . A~~'`Parking Level Po ° ~s~`5 ' ~'t~- Y.'~;:~ ~~1 A.. ::,q~.. 'd C.5-G.5 I ` 2300 ~ sump pit excavation 2 0 02JUN99 A 03JUN99 A ` 2310 I frp continuous footings 4 0 06MAY99 A 02JUN99 A Y . 2320 ~ frp sump pit 10 0 09JUN99 A 17JUN99 A ~ 't~: 2330 i frp pad footings 6 0 15JUN99 A 23JUN99 A ~ : ' 2333 ~ shotcrete crane footing area 7 0 04MAY99 A 10MAY99 A x : .- ; ; 2336 frp crane footing 6 0 11 MAY99 A 18MAY99 A ~" 2338 , frp walls at water vault 5 0 07JUN99 A 11JUN99 A ` ` 2340 backfill footings/sump pit 6 0 16JUN99 A 29JUN99 A 2350 frp perimeterwalls 6 0 27MAY99 A 01JUN99 A 2360 frp columns 3 0 21JUN99 A 24JUN99 A i E 2370 frp west shear wall 9 0 10JUN99 A 28JUN99 A j `. ` 2380 underground utlities 2 0 25JUN99 A 28JUN99 A I "` . 2390 sog prep 2 0 28JUN99 A 29JUN99 A ;~ _ ~P 2400 fp sog _ , B~PhParking Leve - ~ • ~~ :{ a X ~~ ~- '~ ;~ 3 0 29JUN99 A 01JUL99 A ,.P. ,_,... . , ` ;~~µ ~ ~;,~, , ~: - ------ -------- ----- '~ 2500 structural excavation 5 0 28APR99 A 22JUN99 A 2510 frp perimeter footing 5 0 04MAY99 A 26MAY99 A '~ 2520 frp pad footings 6 0 02JUN99 A 30JUN99 A ~~ 2530 frp east shear footing 10 0 07MAY99 A 21 MAY99 A ;:`,~; 2540 backfill footings 2 0 01JUL99 A 01JUL99 A :r' 2550 frp perimeter wall 8 0 01JUN99 A 10JUN99 A .'• 2555 ~ frp ramp footings 4 0 18JUN99 A 30JUN99 A ^;: 2560 frp ramp walls 4 0 02JUL99 A 09JUL99 A `' 2562 backfill ramp 2 0 12JUL99 A 14JUL99 A ~~ ~~ 2565 frp ramp slab 2 0 19JUL99 A 19JUL99 A ~• < 2570 frp columns 3 0 22JUN99 A 29JUN99 A ~ ': 2580 frp east shear wall 8 0 04JUN99 A O6JUL99 A I "~` 2590 underground utilities 2 0', 28JUN99 A 29JUN99 A I `< ' 2600 sog prep 2 0; 06JUL99 A 07JUL99 A "`,` 2610 fp sog 3 0~ OSJUL99 A 08JUL99 A ;' „ ~:'G 2620 masonry bearing walls A1,~''Ground L`evel~ ~ v ;`'y~ . ~ 3 0',12JUL99 A 14JUL99 A x;~"'~`~` , ~!~~, .~ ~' ~ ~~.~ y z-~ ~ _ __- ____ I -; ; 2690 set tower crane 3 O I 15JUN99 A 15JUN99 A 4 2700 form slab 8 0 28JUN99 A 08JUL99 A 2710 rebar/tendons 4 0 08JUL99 A 16JUL99 A ~ DW tl~4 70NOV99 Run G4 02DECBB I Pence/Kelly Construction, Inc. «~n'~ a.» '~~` C ` P number 2A O Primw~n 3 IMU InG ~ 1