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CS_Courthouse Square
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Pence Kelley- Site Work Reports
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Last modified
9/19/2012 4:33:24 PM
Creation date
8/17/2011 3:19:34 PM
Metadata
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Template:
Building
RecordID
10275
Title
Pence Kelley- Site Work Reports
Company
Pence/Kelly
BLDG Date
1/1/1999
Building
Courthouse Square
BLDG Document Type
Project Coordination
Project ID
CS9801 Courthouse Square Construction
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Act Orig ~ Rem Early <br />~ ID Description I Dur ' Dur Start <br /> . <br />~ 5540 sog prep <br />I 5550 fp sog ~ <br />I <br />i i <br />2; <br />1 <br />0 280CT95 A <br />0 06DEC99 A <br />29 <br />~ 09 <br />PK - Parking Level Pour K <br /> <br />_ <br />, - __ ---- - ----- _- <br />5600 structural excavation <br />! 5610 frp pad footings <br />i 5616 move ramp <br />, 5620 frp columns <br />~ 5640 , sog prep --- - <br />5650 fp sog <br />_---- <br />1 3. <br />'; 1; <br />! 3 <br />2 <br />' 2 <br />~ 1. _ <br />_ _ _ <br />0 26AUG99 A 27AUG99 A r ' <br />0 31AUG99 A 31AUG99 A• <br />0 17NOV99 A 18NOV99 A, <br />0 09DEC95 A 10DEC99 A ! <br />0 18NOV99 A 02DEC99 A'. ~ <br />0 06DEC99 A 14DEC99 A• I <br /> GC - Ground Level Pour A <br /> <br />I _ -- <br /> <br />j <br /> <br /> <br /> <br /> <br />~ ! 4000 form slab <br />_ _ _. - --_ - --- --- <br /> <br />4010 rebar/tendons <br /> <br /> <br /> <br />--- <br />--- ----------- ---- <br />4020 mechanical/electrical ~ <br />__ <br />! 4030 our slab <br />P <br />- __ - ---- _ - <br />4~ 040 stress tendons <br />_. ----- - 4 <br />+---- _ _ <br />2 <br /> <br /> <br />,+-- _ <br /> <br /> <br />__ <br />_ <br />I 4 <br />I 1 <br /> <br />~ 1, 0 10DEC99 A <br /> <br />_ __ __ <br />0 15DEC99 A <br /> <br /> <br /> <br /> <br /> <br />23DEC99 A <br />--- <br />0 28DEC99 A <br /> <br />0 03JAN00 A 17DEC99 A', ~c <br />. <br />-- <br />23DEC99 A ~ <br /> <br /> <br />, - --i <br /> <br />i <br />27DEC99 A, <br />_ _--- <br />~-I <br />28DEC99 A <br />~ ~ <br />03JAN00 A I <br /> <br />I 4050 strip forms - <br />~ 4 -- ---- <br />0 04JAN00 A . <br />07JAN00 A~; [ <br />GD - Ground Level Pour B <br /> <br /> 4100 ' form slab ~ 4 0 15DEC99 A 29DEC99 A~ <br /> <br />, ~ 4110 ! rebarltendons <br />4120 I mechanical/electrical ~ 4 <br />~ 2' 0 28DEC99 A <br />0 04JAN00 A '~ 05JAN00 A' <br />' OSJAN00 A <br /> 4130 ' pour slab 1' 0' 06JAN00 A ', 06JAN00 A~ <br />; 4140 stress tendons 1; 0 11JAN00 A i 11JAN00 A ~ <br /> 4150 ~ strip forms 4, 0 12JAN00 A !, 17JAN00 A <br />G E - Ground Level Pour C <br /> <br /> 4200 i form slab I 4~ 0 28DEC99 A ~ 10JAN00 A <br /> ! 4210 ~ rebar/tendons 4 0'i 11 JAN00 A 14JAN00 A , <br /> 4220 mechanical/electrical 2; 0~' 14JAN00 A ,17JAN00 A <br /> 4230 pour slab 1' O I 17JAN00 A i 17JAN00 A , <br /> 4240 I stress tendons 1 0' 20JAN00 A 20JAN00 A ' <br /> 4250 'strip forms 4 0' 21JAN00 A 26JAN00 A <br />G F - Ground Level Pour D ' <br /> <br /> 4300_ form slab 6 0'I 11JAN00 A ~ 18JAN00 A ~ <br /> 4310 rebar/tendons 6 0 18JA OON A I 25JAN00 A <br /> 4320 mechanical/electrical <br /> <br />4330 i pour slab <br /> <br />4340 stress tendons <br />4350 stn forms <br />P 2 <br />-- f --- <br />1: <br /> <br />1I <br />6! 0' 26JAN00 A <br />-~ -- <br />0'~ 28JAN00 A <br />-i---- <br />0' 01 FEB00 A <br />0~02FE600 A ~ 26JAN00 A <br />----} <br />~ 27JAN00 A <br /> <br />I 01 FEB00 A <br />09FEB00 A <br />--- <br /> <br /> <br />~- <br />G G - Ground Level Pour E <br /> <br /> 4400 I form slab 51 0 19JAN00 A 25JAN00 A <br /> <br /> <br /> <br /> <br /> <br />410 <br />_ <br />_ _ <br />4420 <br />~ <br />- <br />4430 <br /> <br /> <br />444 <br />4450 <br />~, ___ -__ - <br /> <br /> <br /> <br /> <br />ebar/tendons <br />_ <br />P echanical/electncal __ <br />-- -- --- <br /> <br />our siab <br /> <br /> <br /> <br />tress tendons <br />____ _ <br />- - <br />stnp forms __ <br /> <br /> <br /> <br />5 <br /> <br /> <br />1 I <br /> <br /> <br />1 <br /> <br />~- <br /> <br />1 <br />~ 5~ _ <br />-- <br /> <br />31JAN00 A <br /> <br />0' <br />t --- <br />0, 09FEB00 A <br /> <br />~ <br />- <br />0:10FEB00 A <br />16FEB00 A <br /> <br />0 <br />- <br />1~ <br />118FEB00 A <br />f----- <br /> <br />10FE600 A <br />- -- --- <br /> <br /> <br />i 09FEB00 A <br /> <br />__ f <br />-- -- <br />~i 10FEB00 A} <br />i 23FE600 A~ <br />; _.. ._ _--- <br /> <br />123FE600 <br /> <br />- <br /> <br /> <br /> <br />- <br /> <br />--- <br /> <br /> <br /> <br /> <br />-- <br /> <br />152d <br />GH - Ground Level Pour F <br /> <br />imp <br />colum <br />rcep <br />sog <br />~rm sls <br />~bar/tendons <br />nechanical/electricai <br />~our slab <br />stress tendons <br />~ strip forms <br />orm slab <br />rebar/tendons <br />mechanical/electrical <br />pour slab <br />g stress~tendons <br />S7 strip forms <br />form slab <br />L~ <br />m rebar/tendons ~I <br />m mechanical/electrical <br />~ <br />~ <br />P~ pour slab j <br />Y.Y stress tendons i <br />Q7 strip forms ; <br />I <br />I I <br />~ <br />Q7 form slab i <br />Q7 rebar/tendons <br />~ <br />~ mechanical/electrical <br />2Y pour slab <br />ff stress tendons <br />~T7 strip forms ~ <br />I <br />l~7 form slab ' <br />a7 rebar/tendons I <br />,~ mechanical/electrical ~ <br />,~ pour slab <br />~ stress tendons <br />strip forms <br />, <br />_ _ __ - -_.__ - -----. <br />- <br />_ -- -- _ -- __ _-------- - -- <br />Daiaaa~e 2JFE800 ~ <br />RunOale - 41FEB00 ~ <br />Sls~ Oale 15AW299 ~ <br />Pence/Kelly Construction, Inc. M~.ie~„~aa~a __- , <br />Pnye numDur 7A <br />o Primavero Systama tric ~ <br />Early I Total I • <br />FiNsh i Float i JAN:I <br />. i ,~ <br />OCT99 A ' ' <br />DEC99 A ~ sog <br />--- 2000 -- -- <br />
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