HomeMy WebLinkAbout2815 Amber Waves Ln - Special Inspections/Engineering - 06/20/2003Excavation/Footing
Inspection
CLIENT: Writer Homes
Dr�ve S
6061 S.
Greenwood Village, ee 8em
Attn:
M(un Kelly
Recommended Foundation System _
CTL/THOMPSONN JOB NO.. � " 1 t ii. � � I �J
DATED / l a clL. C Cj
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH INCHES
AFOOTINGS WITH MINIMUM DEAD -LOAD )/XJ(r,r
MAXIMUM SOIL PRESSURE OF .3: 00c, PSF.
MINIMUM DEAD -LOAD PRESSURE OF - ➢. 000 PSF.
PROVIDE A �`I INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH fir) INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation "IT
ij; 5 J& .03
PLAN NO. ~
WALL FOOTING WIDTH 1 ^l INCHES
COLUMN PAD !"Z lufaa INCHFS
REINFORCEMENT AS PER PLAN:
JX"YES ❑ NO ❑ NONE REQUIRED
T STTE ❑ INSTALLED
Soil 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 __FEET IN BORING NO, L.5 6111
Remarks:
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CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
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LOT 3 _BLOCK
FILING NO. — JOB NO.
Foundation Layout
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Instructions To Contractor
,X,APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
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