Pence Kelley- Site Work Reports - Laserfiche WebLink

Home Browse Search

Y~ ~, Y ~f ,t 4{ ~ _ ; ~- Act ID 3650 3660 3670 ~3680 sB - FiftF Descriptlon strip forms _ _ _ frp columns frp shear walls reshores removed _ _._ _ _ 1999 2000 I Orig Rem Early Early DEC JAN FEB MAR APR ~ Dur Dur Start Finish ~ i _ , ~, 8 0 411 NOV99 A i 19NOV99 A stri~ forms ---- ---_ . - ---_ . 4 0' OSNOV99 A~ 16NOV99 A frp columns -- _ _ . f __ _ , i t 5 i 0 08NOV99 A~15NOV99 A frp shear walls --- ----._ .- _.. ~ -- - --- ~• ~ 1 1~ 17DEC99 ~ 17DEC99 /`l reshores removed i Level Pour B 3700 F form slab ~3710 '~ _ rebarftendons ---- 3720 i mechanical/electrical 3730 f F pour slab ___ 3740 stress tendons -- -- - 3750 strip forms _ i 3760 frp columns r ----.. ~ 3770 _ frp shear walls 3780 reshores remaved RA - Roof Levei Pour A --~---r 6 0 290CT99 A, 05NOV99 A~rm slab -•__._ ~ _ ~ --- - F-- --- - ~ 6 0 OSNOV99 A! 15NOV99 A rebar/tendons --i ~ ~- 1~ _ 0~ 15NOV99 A ~15NOV99 Ai!mechanicallelectrical 1 0' 7NOV99 A I 17NOV99 A I pour slab ~ ~- ----r ~ 1 0 20NOV99 A 20NOV99 A~ stress tendons 6' 0~22NOV99 A 30NOV99 A strip forms 4 0 r}-17-NOV99 A 24NOV99 A frp columns --~ 5-- 0 17i NOV99 A I 23NOV99 A frp shear walls ' 1 ~ 1'; 06JAN00 O6JAN00 I P4 reshores removed JUL i 3800 form slab 9 ~ 0' 09NOV99 A' 23NOV99 A l 7 form slab 3810 rebar/tendons 7 0 18NOV99 A 01 DEC99 A rebar/tendons ~ 3820 ; mechanical/electrical 2~ 0; 01 DEC99 A 02DEC99 A 14 mechanical/electrical ' ~ 3830 pour slab 1 0 03DEC99 A 03DEC99 A ~ pour slab 3835 roof curbs 10, 3 060EC99 A 17DEC99 ~ roof curbs 3840 ~ stress tendons ~ 1 0 07DEC99 A' 070EC99 A Z~~Stress tendons 3850 strip forms 9 ~ 2 08DEC99 A 16DEC99 ~ strip forms R B - Roof Level Pour B-~ ~:.< 3900 form slab I 8 01 22NOV99 A OSDEC99 A form slab 3910 rebar/tendons 6 0 03DEC99 A 10DEC99 A rebar/tendons 3920 i mechanicallelectrical I 2 0 11 DEC99 A 13DEC99 A mechanical/electrical 3930 pour slab i 1 1 20DEC99 ' 20DEC99 pour slab 3935 ~ roof curbs ~ 10' 10 21 DEC99 05JAN00 roof curbs 3940 stress tendons ~ 1 1 22DEC99 ` 23DEC99 L4 stress tendons 3950 strip forms 8 8 23DEC99 05JAN00 A strip forms 3960 penthouse steel floor 8 8 29DEC99 10JAN00 ~ penthouse steel floor 3990 de-mob tower crane 2 2 10JAN00 11JAN00 14 de-mob tower crane 4070 set precast floor slabs 2 2 12JAN00 13JAN00 Z4 set precast floor slabs WALL - Perimeter Wail Balance of Site :~. 4830 excavate perimeter footings 26 0 27MAY99 A 03AUG99 A footings 4835 excavate divider wall cont ftg 3 0 31AUG99 A 07SEP99 A ide~ wall cont ftg 4840 frp perimeter footings 24 0 07JUN99 A 18AUG99 A tin~s 4845 frp divider wall cont ftg 10 0 02SEP99 A ~ 28SEP99 A r wall cont ftg 4850 frp perimeter walls 32 0 14JUN99 A 15SEP99 A r walls 4855 frp divider wail 15 0 09SEP99 A 050CT99 A der wall 4860 4870 4880 4890 ftg drain, wp and backfill south side 4' ftg drain, wp and backfill east side 4' ftg drain, wp and backfil north side 4' ftg drain, wp and backfill west side 4' 10 S 10 8 0 0 _ 3 2 21JUN99 A 16JUL99 A 02NOV99 A O6JUL99 A 28JUL99 A 09NOV99 A 17DEC9 21 DEC99 Ckfil~ south side 4' g drain, wp and backfill east side 4' ~ ftg drain, wp and backfil north side 4' ftg drain, wp and backfill west side 4' PC - Par king Level Pour C `~- ~~' - 4770 structural excavation 3 _ 0 02JUL99 A 09JUL99 A 4780 ~frp pad footings __ _ 5 - _ _0 06JUL99 A_ - 12JUL99 A -- ---- 4800 ~underground utilities _ _ ~ _ 0 20SEP99 A_ 27SEP99 A und utilities Da4 Eu~ 15DE Pence/Kelly Construction, Inc.