HomeMy WebLinkAbout6020 Spindlebush Ln - Special Inspections/Engineering - 03/14/2017Excavation
Observation
Toll Brothers, Inc.
1 O Inverness Drive East, Ste. 125
Englewood, CO 801 12
Attn: Brian Kelly
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Soils Exposed in Excavation
~ d Walitr Conditions
tJ :;:; fNBOmNGNO JO-FEB
l@"'ENCOUNTERB> AT ,l'/J . FEET IN BO_~ NO.L--5" § '2----
fi'"-> DRILLED DURING CTUTHOMPSON PROJECT NO. re· 0 hJ'·/-Z O c(i
DA1ED /..-g:;:./l. -..-;za dk
REMARKS:. _ _ _ _ _ _____ _ _____ _
Soils at Foundation Level
UPPER LEVEL ~ z__l (1- l , kt£ ~ / /J. tM-,f
. C ':S A.(.!.. _t) f; v,; r v r ; .P.r f-t} t I ~-4
pr Recommended SPREAD MAXIMUM FOOTINGS SOJL Foundation PRESSURE OF _System _ __._ _/ _ ~O .".1 """"""'------'~SF.
D FOOTINGS WITH MINIMUMDEAD-LOAD •
MAXIMUM SOIL PRESSURE OF ____ ____ _ -!! Sf.
MINIMUM DEAD-l.DAD PRESSURE Of PSF.
r:f GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEAD-LOAD PRESSURE OF _ , SF;
PROVIDE A INCH VOID BENEATH GRADE BEAMS
0 DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF PSF.
SKIN FRICTION OF PSfi
MINIMUM Dl:AD-LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
0 MILLED PIERS INTO.BEDROCK
. MAXIMUM END PRESSURE OF . PSF
, SKIN FRICTION OF 'PSF.
"' MINIMUM DEAD-LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
T CTLITHOMP~ON
ADDRESS:
Excavation Layout
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D CONTACT GEOTECHNICAL ENGIN~ .•• ~;
Mar 14 2017 7:51 PM
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AEI.D REPRESENTATIVE
DATE OF OBSERVATION