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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
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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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~ <br /> l 1999 <br /> Act <br />ID Descrfptlon Orig <br />D Rem <br />D Early <br />3t <br />rt Ear <br />y <br />Finish ~UN JUL AUG <br /> ur ur a <br />_ -- - <br />7 14 1 8 5 12 19 6 2 9 16 3 <br /> --- - <br />' 2040 ----- ------- <br />frp west shear wall footing - <br />12 -- <br />0 -- --- _ _ <br />26MAY99 A <br />-- 08JUN99 A frp west shear wall footing <br />~ <br /> 2050 backfill shearwall footing 4 0 08JUN99 A 11JUN99 A ~7 backfill shearwafl footing <br /> ~ 2060 frp perimeter wall 9 0 30APR99 A 28MAY99 A perimeter wall <br /> ~ 2070 frp columns 6 1 08JUN99 A 15JUN99 frp columns <br /> ~ 2090 sog prep grid A-D 2 0 14JUN99 A 15JUN99 A ~ <br />sog prep grid A-D ' <br /> , 2100 fp sog grid A-D 2 2 16JUN99 17JUN99 fp sog grid A-D I <br /> r 2110 masonry bearing walls grid A-D 2 2 22JUN99 23JUN99 ~~ masonry bearing walls grid A-D ' <br /> `~ 2120 sog prep grid D-E.5 2 2 16JUN99 A 17JUN99 sog prep grid D-E.5 <br /> + 2130 fp sog grid D-E.5 2 2 18JUN99 21JUN99 A fp sog grid D-E.5 <br /> ' 2140 <br /> <br /> <br />-rPa <br />~ 2300 masonry bearing wails grid C.5-G.5 <br /> <br /> <br />rk ng~Le e o <br />sump pit excavation 3 <br /> <br /> <br />2 3 22JUN99 <br />. <br /> <br />`%`~ <br />0 02JUN99 A 24JUN99 <br /> <br /> <br /> <br />3JUN99 A ~7 masonry bearing walis grid C.5-G.5 <br /> <br />__ <br />~ <br />sump pit excavation <br /> ' 2310 frp continuous footings 4 0, O6MAY99 A 02JUN99 A frp continuous footings <br /> 2320 frp sump pit 10 3 09JUN99 A 17JUN99 frp sump pit <br /> 2330 frp pad footings 6 6 15JUN99 22JUN99 frp pad footings <br /> ~ 2333 shotcrete crane footing area 7 0 04MAY99 A 10MAY99 A e footing area <br />~ <br /> : 2336 frp crane footing 6 0 11 MAY99 A 18MAY99 A footing <br />~ <br /> ~ 2338 frp walls at water vault 5 0 07JUN99 A 11JUN99 A ~ frp walls at water vault <br /> `- 2340 backfill footings/sump pit 6 6 16JUN99 23JUN99 ~ backfill footings/sump pit <br /> 2350 frp perimeter walis 6 0 27MAY99 A 01JUN99 A frp peri meter walis <br /> 2360 frp columns 3 3 21JUN99 23JUN99 Q7frp columns <br /> 2370 frp west shear wall 9 6 10JUN99 A 22JUN99 frp west shear wall i <br /> 2380 underground utlities 2 2 24JUN99 25JUN99 a7 underground utlities <br /> 2390 sog prep 2 2 28JUN99 29JUN99 07 sog prep <br /> 2400 <br /> <br />~B~-1Pa fp sog <br /> <br />rking .Lehye 3 3, 30JUN99 <br /> <br />~'{-~ 02JUL99 <br />-- ~ fp sog <br />- --- --- -_ _ __ _ ____ _ <br /> 2500 structural excavation 5 2~ 28APR99 A 16JUN99 structurai excavation <br /> 2510 <br />2520 <br />2530 frp perimeter footing <br />frp pad footings <br />frp east shear footing 5 <br />6 <br />10 0 ~ <br />3! <br />0, 04MAY99 A <br />02JUN99 A <br />07MAY99 A 26MAY99 A <br />17JUN99 <br />21 MAY99 A erimeter footing <br />frp pad footings <br />t shear footing <br /> 2540 backfill footings 2 2 18JUN99 21JUN99 I ~7 backfill footings <br /> 2550 frp perimeter wall 8 0 01 JUN99 A 10JUN99 A frp perimeter wall <br /> 2555 frp ramp footings 4 4 18JUN99 23JUN99 Afrp rampfootings <br /> ~ 2560 frp ramp walis 4 4 24JUN99 29JUN99 A frp ramp walls <br /> . 2570 frp columns 3 3 30JUN99 02JUL99 A frp columns <br /> 2580 frp east shear wall 8 9 04JUN99 A 25JUN99 frp east shear wall <br /> 2590 underground utilities 2 2 28JUN99 29JUN99 d7 underground utilities <br /> 2600 sog prep 2 2 06JUL99 07JUL99 ~ sog prep <br /> 2610 fp sog 3 3 08JUL99 12JUL99 A fp sog <br /> 2620 <br />~ <br />~ 2690 masonry bearing walis <br />.i' @ <br />set tower crane 3 <br /> <br />3 3 <br /> <br />0 13JUL99 <br />~ . <br />15JUN99 A 15JUL99 <br /> <br />15JUN99 A w masonry bearing walls <br /> <br />set tower crane <br /> 2700 form slab 8 8 24JUhf99 06JUL99 A form slab <br /> 2710 rebadtendons 4 4 07JUL99 12JUL99 ~ rebadtendons <br /> " 2720 mechanicaUelectrical 1 1 12JUL99 12JUL99 19mecha~icaUelectrical , <br /> 2730 pour slab 1 1 13JUL99 13JUL99 B pour slab ~ <br /> 2740 stress tendons 1 1 16JUL99 16JUL99 B stress tendons <br /> : 2750 strip forms 6 6 19JUL99 26JUL99 ~ strip forms <br /> 2760 frp columns 3 3 14JUL99 16JUL99 Q7 frp columns <br /> 2770 <br />a G, <br />~ 2800 reshores removed <br />o. n~ ~-:, W <br />form slab 1 <br /> <br />7 1 <br /> <br />7 26AUG99 <br /> <br />07JUL99 26AUG99 <br /> <br />15JUL99 '~ <br /> <br />Aform slab <br /> :2810 rebadtendons 4 4 16JUL99 21JUL99 Arebar/tendons <br /> <br /> aa aau 15JUN99 <br />aun aa i »uNae <br /> <br />Inc <br />ti <br />ll <br />C <br />t <br />/K <br />P sunau isr.aaae <br />P°""'"'"e•'• <br /> . <br />ons <br />ruc <br />on, <br />y <br />e <br />ence q~ n~r 2~ <br />O P~mawn Syaleme. Inc. <br /> <br />
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