HomeMy WebLinkAbout6444 Garrison Ct - Special Inspections/Engineering - 01/23/2003Excavation/Footing
Inspection
CLIENT: Ryland Homes
R-1 AA €=Maplewood Ave., Ste, Ian
Greenwood 11/111age, GO 80111111
Recommended Founda ' System
CTL/THOMPSON JO NO. ��
�DATED O
I XI SPREAD FOOTINGS I o coT MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
INCHES
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation PI n ,L
BY (,i)foe • 11.. Leo
PLAN NO. : I �
WALL FOOTING WIDTH l 6- 3'> INCHES
COLUMN PAD 36 q0A.4 112, 16It)4�Z INCHES
REIN EMENT AS PER PLAN:
ro YES ❑ NO ❑ NONE REQUIRED
�AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: l l n 4yrl fU
e mvv
el C5C 1.
LOT BLOCK
FILING NO. JOB NO. �.
Foundation Layout
" Instructions To Contractor
APPROVED
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION -- -
L$_I_ONE ENCOUNTERED IN BORING NOY / TO � FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Rs:
7% 0_A1/j1,,Xw_ s r�
C04 dl iA > ✓ �r t
1 0 '71 t cow
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