HomeMy WebLinkAbout5121 Madison Creek Dr - Correspondence - 05/09/2000.-•
Excavation/Footing
Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS: _
The -Writer -Corporation c-�t
northern Colorado Division dag,,dG,
1306 Hahns Peal( Dr,Ste 160 LOT g q BLOCK
Leveland,Colorado�0538 FILING NO. 4 JOB NO. �Cny 32
otim-, � a&Millar
Recommended FoundationSystem
t7
CTLITHOMPSON JOB NO. 7 c
DATED V11
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
DO FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF 9 Q/tlGi PSF.
MINIMUM DEAD -LOAD PRESSURE OF QC)y PSF.
PROVIDE A L4 INCH VOID BENEATH GRADE BEAMS.
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Layout
Foundation PlarA
By (",O %Jyi �,''r1`7 SD cc Q-Y-� 5
PLAN NO. -'.L'a 109
WALL FOOTING WIDTH 11" INCHES
COLUMN PAD A yy gfN )!12 B 16 k2(," ) G! 4P 'At V x INCHES
REINFORCEMENT AS PER PLAN: p 1 o x20 AP
❑ YES ❑ NO ❑ NOW REQUIRED
1U AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
A V-
i
J
TORVANE OR VANE SHEAR PSF,
DENVER PENETROMETER TEST
Ground Water Conditions
�1 NONE IN EXCAVATION
fL-J NONE ENCOUNTERED IN BORING NO. TO FEET
LENCOUNTERED AT1_FEET IN BORING NO.�q
emarks:
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Instructions To
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
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