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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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~r~' <br />~ <br /> 1999 <br /> Act Deacriptlon Orig Rem Early Early ~UN JUL AUG EP <br /> ~p Dur Dur Start Finish 14 1 8 5 12 19 6 2 9 16 3 0 <br /> <br />2040 - <br />frp west shear wall footing <br />12 _ <br />0 --- ----- <br />26MAY99 A _ <br />08JUN99 A f - ~ <br />rp west shear wall footing <br /> 2050 backfill shearwall footing 4 0 OSJUN99 A 11JUN99 A backfill shearwall footing ' <br /> 2060 frp perimeter wall 9 0 30APR99 A 28MAY99 A meter wall ( ' <br /> 2070 frp columns 6 0 08JUN99 A 15JUN99 A frp columns <br /> 2090 sog prep grid A-D 2 0 14JUN99 A 15JUN99 A ~7 sog prep grid A-D <br /> 2100 fp sog grid A-D 2 0 16JUN99 A 17JUN99 A 07 fp so grid A-D ' <br /> 2110 masonry bearing walls grid A-D 2 0 22JUN99 A 28JUN99 A ~ masonry bearing walls grid A-D <br /> 2120 sog prep grid D-E.5 2 0 16JUN99 A 17JUN99 A 47 sog prep grid D-E.5 <br /> 2130 fp sog grid D-E.5 2 0 18JUN99 A, 21JUN99 A a7 fp sog grid D-E.5 ' <br /> 2140 masonry bearing walls grid C.5-G.5 <br /> <br />2300 sump pit excavation 3 <br /> <br />2 0 <br /> <br />0 23JUN99 A <br /> <br />02JUN99 A 25JUN99 A <br /> <br />03JUN99 A Q7 masonry bearing walis grid C.5-G.5 <br />I <br />p pit excavation <br /> 2310 frp continuous footings 4 0 06MAY99 A 02JUN99 A ontinuous~ ootings ' <br /> 2320 frp sump pit 10 0 09JUN99 A 17JUN99 A frp sump pit <br /> <br />2330 <br />frp pad footings <br />6 <br />0 <br />15JUN99 A <br />23JUN99 A <br />~7 f I <br />pad footings <br /> 2333 shotcrete crane footing area 7 0 04MAY99 A 10MAY99 A ting area <br /> 2336 frp crane footing 6 0 11 MAY99 A 18MAY99 A ing <br /> 2338 frp walls at water vault 5 0 07JUN99 A 11JUN99 A frp walls at water vault ~i <br /> 2340 backfill footings/sump pit 6 0 16JUN99 A 29JUN99 A ~ backfill footings/sump pit <br /> 2350 frp perimeter walis 6 0 27MAY99 A 01JUN99 A erimeter walls ~ <br /> 2360 frp columns 3 0 21JUN99 A 24JUN99 A ~ frp columns ~I <br /> 2370 frp west shear wall 9 0 10JUN99 A 28JUN99 A frp west shear wall ~ <br /> 2380 underground utlities 2 0 25JUN99 A 28JUN99 A underground utiities <br /> 2390 sog prep 2 0 28JUN99 A 29JUN99 A sog prep <br /> 2400 <br /> <br />2500 fp sog <br /> <br />structural excavation 3 <br /> <br />5 3 <br /> <br />0 29JUN99 <br /> <br />28APR99 A 01JUL99 <br /> <br />22JUN99 A _____ fp sog __ __ ____i <br />~ <br />structural excavation <br /> 2510 frp perimeter footing 5 0 04MAY99 A 26MAY99 A eter footing <br /> 2520 frp pad footings 6 2 02JUN99 A 30JUN99 frp pad footings ; <br /> 2530 frp east shear footing 10 0 07MAY99 A 21 MAY99 A ar footing I <br /> 2540 backfill footings 2 1 01JUL99 A 01JUL99 19 backfill footings I <br /> 2550 frp perimeter wall 8 0 01JUN99 A 10JUN99 A frp perimeter wail <br /> 2555 frp ramp footings 4 2 18JUN99 A 30JUN99 frp ramp footings <br /> 2560 frp ramp walls 4 4 O6JUL99 ' 09JUL99 A frp ramp walls <br /> 2570 frp columns 3 0 22JUN99 A 29JUN99 A frp columns <br /> 2580 frp east shear wall 8 4 04JUN99 A 02JUL99 frp east shear wall <br /> 2590 underground utilities 2 0 28JUN99 A 29JUN99 A underground utilities <br /> 2600 sog prep 2 2 06JUL99 07JUL99 67 sog prep I <br /> 2610 fp sog 3 3 12JUL99 14JUL99 Afp sog <br /> 2620 <br /> <br /> <br /> <br />690 masonry bearing walls <br /> <br /> <br /> <br />et tower crane 3 <br /> <br /> <br />3 3 <br /> <br /> <br />0 15JUL99 <br /> <br /> <br /> <br />5JUN99 A 19JUL99 <br /> <br /> <br /> <br />5JUN99 A __ <br /> <br /> <br /> <br />g set tow __ A masonry bearing walls <br />I <br />~ <br />i <br />er crane 'I <br /> 2700 form slab 8 5 28JUN99 A 06JUL99 form slab ; <br /> 2710 rebar/tendons 4 4 07JUL99 12JUL99 ~7 rebar/tendons I <br /> 2720 mechanicai/electrical 3 3 12JUL99 14JUL99 ~ mechanical/electrical I <br /> 2730 pour slab 1 1 15JU199 15JUL99 m pour slab <br />' <br /> 2740 stress tendons 1 1 20JUL99 20JUL99 B stress tendons <br /> 2750 strip forms 6 6 21JUL99 28JUL99 ~ strip forms <br /> 2760 frp columns 3 3 16JUL99 20JUL99 ~frp columns ~ <br /> 2770 <br /> <br /> <br /> <br />800 reshores removed <br /> <br /> <br /> <br />orm stab 1 <br /> <br /> <br />7 1 <br /> <br /> <br />7 30AUG99 <br /> <br /> <br /> <br />7JUL99 30AUG99 <br /> <br /> <br /> <br />5JUL99 <br />_ - - <br /> <br />r <br />_ _ <br />-__ __ - ___ _ <br />~I <br />~1 form slab i <br /> 2810 rebadtendons 4 4 16JUL99 21JUL99 ~7 rebar/tendons <br /> WaOata 28JUNB9 <br /> RundsN 3WUN98 '~ <br />SMOe4 15A/AR99 ~ <br /> I~ Pence/Kelly Construction~ I(~C. MwIMIMA~Ia <br />P numD~r 7A <br /> ~ O PrMierN~ S aam'. Inc. <br />
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