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I Act I ---- -- --
<br />Description ---- Orl i
<br />9 Ram ~ Earl
<br />Y . -
<br />Early 1999 2000 --
<br />i ~p
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<br />Dur I ~
<br />Dur
<br />Start
<br />; Finlsh QC NOV DEC JAN
<br /> - - - - I ; _-_-- 5 1 8 15 2 9 8 13 0 7 3 10 ;17 ,~
<br /> 5550 fp sog
<br />~ 1 1 08NOV95 GZNOV99 f
<br />~ pg~
<br />~PK'
<br />+Parking Level
<br />Pour~K°~ `~~;° '
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<br />5600 structural e~ccavation
<br />- • __-_ _ _ - - _
<br />~ 3
<br />- _ . _ _. ---- --
<br />0 26AUG5j
<br />. - - .
<br />A"t7AUG99 A
<br />
<br />5610 ;frp pad footings
<br />_ _
<br />I 1
<br />. .
<br />0 31AUG99
<br />.
<br />A~1AUG99 A ~
<br />,
<br />
<br />5616 move ramp
<br />_ , _ - -- __
<br />, 3
<br />, .
<br />3 08NOV59
<br />. - ---
<br />' 10NOV99 j
<br />Q7 move ramp
<br />
<br />5620 frp columns
<br />-- -- _ _ _ _
<br />2
<br />,
<br />2 1 1 NOVS~ . -----~
<br />12NOV99~
<br />m frp columns
<br />
<br />5640 sog prep
<br />-- - • - -- --- -------- .
<br />2
<br />- ~ - _. .
<br />2 12NOV99
<br />. .
<br />1 SNOV99
<br />'
<br />~ sog prep
<br /> 5650 , fp sog ; 1 1 16NOV95 16NOV99 Lp fp sog
<br /> G C =~Ground Level~Pour`C°,~'~~-;~~
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<br /> 4
<br />
<br /> 4000 I form slab I 7,
<br />-~--- 7 08DEC99
<br />_. _ 15DEC99 ~ b~ form slab
<br />
<br />4010 ~ rebar/tendons
<br />i 5 -
<br />5`17DEC99 • - -
<br />23DEC99
<br />~
<br />6~7 rebar/tendons
<br /> 4020 '~mechanical/electrical 1; 1 23DEC99 23DEC99 ~ 14 mechanical/ele
<br /> 4030 ; pour slab 1' 1 27DEC99 27DE 9 L~ pour slab
<br /> 4040 ~ stress tendons 1! 1 30DEC99 30D 9 1p stress tend~
<br /> 4050 ~ strip forms ~ 7' 7 31 DEC99 10JAN00 ~ strip fi
<br /> 4060 I reshores removed ~ 1 1 11JAN00 11JAN00 I 1~ reshc
<br /> G D~- Ground Level~Pour D x~~ ~~- ~~~
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<br /> 4100 form slab ~ 51 5 17DEC99 ~23DEC99 ~form slab
<br />_ 4110 rebar/tendons 3; 3,27DEC99 29DEC99 ~7rebadtendoi
<br /> 4120 ; mechanical/electrical ~ 1; 1~ 31 DEC99 31 DEC99
<br />L4 mechanica
<br />: 4130 ~ pour slab ~ 1~; 1; 03JAN00 03JAN00 L4 pour slab
<br />
<br />~ 4140 ~ stress tendons i ~ 1 O6JAN00 OoJAN00 I L4 stress te
<br /> 4150 ~ strip forms I 5' S 07JAN00 13JAN00 I ~7 strip
<br />= 4160
<br />_. ~ reshores removed
<br />_ I 2! 2' 18JAN00 i 19JAN00 ,y~ ~
<br />G E = Grou :,. .~ - -
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<br /> 4200 form slab 7! 7 27DEC99 104JAN00 ~Jform slat
<br />_ 4210 rebar/tendons 5, 5~ 05JAN00 ; 11 JAN00 ~ ~iJ rebar
<br />: 4220 mechanical/electrical 1 ~ 1;11JAN00 ;11JAN00 1g mech
<br /> 4230 pour slab 1 ~ 1 j 12JAN00 12JAN00 1~ pour,
<br /> 4240 stress tendons 1~ 1' 17JAN00 ~ 17JAN00 Pstr
<br />. 4250 strip fortns 7 7; 18JAN00 ~ 26JAN00 ~!I
<br />- 4260 reshores removed 1 1 27JAN00 27JAN00
<br />GF.-=~Ground Level`P
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<br />• 4300 form slab 5 5 OSJAN00 11 JAN00 ~J form :
<br />• 4310 rebar/tendons 3 3 12JAN00 14JAN00 pU reb~
<br />'
<br />~ 4320 mechanical/electrical 1 1 18JAN00 18JAN00 1~ m
<br />, 4330 pour slab 1 1 19JAN00 19JAN00 ~ p
<br /> 4340 stress tendons 1 1 24JAN00 ~ 24JAN00 b
<br /> 4350 strip forms 5 5 25JAN00_ ~ 31JAN00 ~
<br /> 4360 reshores removed 1 1 03FEB00 03FE800 i
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<br /> 4400 form slab 7 7 12JAN00 20JAN00 ~7 f
<br /> 4410 rebar/tendons 5 5 21JAN00 27JAN00 ~q
<br />4 420
<br />--- --- mechanical/electrical
<br />- - 1
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<br />- 27JAN00
<br />_ 27JAN00
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<br />28JAN00 - -
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<br />23JAN00
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<br />440
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<br />stress tendons
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<br />1:02FE800
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<br />Pence/Keliy Construction
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<br />~ O7NOV9B
<br />SbnOab 15MAR9Y ~
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