HomeMy WebLinkAbout5403 Golden Harvest Way - Special Inspections/Engineering - 06/21/2002Excavation/Fooling
Inspection
CLIENT: Writer Homes
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
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FILING NO. JOB NO. f:
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Recommended Foundation System
CTL/THOMPSON JOB NO.
DATED
❑ SPREAD FOOTING
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
'FOOTINGS WITH MINIMUM DEAD -LOAD
INCHES
MAXIMUM SOIL PRESSURE OF 3J ty" PSF.
MINIMUM DEAD -LOAD PRESSURE OF 1, O UJ PSF.
PROVIDE A 'I INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH - 1 & INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
BY no���(j('
PLAN NO.
WALL FOOTING WIDTH INCHES
COLUMN PAD ' 7 Q, we"ET,
RE NFORCEMENT AS PER PLAN: wet
YES ❑ NO ❑ NONE REQUIRED
AT srrE ❑ INSTALLED
S011 Conditions At Footing Level
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
❑ NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT IT FEET IN BORING NO. � L
Remarks:
Foundation Layout
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Instructions To Contractor
PROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE