HomeMy WebLinkAbout5108 Corbett Dr - Correspondence - 08/22/200112/27/2001 03:33 WRITER CORP 4 2246134
Excavation/Footing
Inspection
NO.321 9002
CTL/TH0MPS4N, INC-
CONSULTING GEOTEC14NICAL
AND MATERIALS ENGINEERS
AD SS:
CLIENT:
OI1amra1oindn BLOCK
LOT
Lev&!A0 Co 80539 r SUNG NO, JOB
Recommended Foundation to
11
CWTHOM JOB
DATED I
SPREAD FO TINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH _11INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOL PRESSURE OF PSF•
MINIMUM DEAD -LOAD PRESSURE OF P$F•
PROVIDE A INCH VOID afNEATH GRADE BEAMS.
MINIMUM WIDTH INCHES
GRADE BEAMS AND PADS DfWNED FOR!
MAXMUM SOIL PRESSURE OF PSF.-
MINIMUM DEAD -LOAD PRESSURE OF P3F•
pROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
By COW -
PLAN NO.
wALL FOOTINGLU�•\�MDDTH� INCHES
COLUMN PAD Gy%J4 CHES
REINFORCEMENr AS PER PLAN.
a No Q NONE REQUIRED
AT SITE 0 HSTA M
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151
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APPROVED
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST M
Ground Water Condif"Ilons _
NONE IN EXCAVATION
❑ NONE ENCOUNTERED INIX)ONG_NO. TO FEET
ENCOUNTERED AT I f/ EET IN BORING NO.3_w ~
Remarks: