HomeMy WebLinkAbout5108 Stetson Creek Ct - Correspondence - 10/12/1999Excavation/Footing
Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
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ovelanel Colorado : 1 NO. ♦•
Recommended Foundation System
Foundation Layout
CTL/THOMPSON JOB NO. r C —//$S
DATED May 21. 099
❑ SPREAD FOOTINGS
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MAXIMUM SOIL PRESSURE OF PSF.
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF _�.00%O PSF.
MINIMUM DEAD -LOAD PRESSURE OF SQD PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS,
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF PSF,
MINIMUM DEAD -LOAD PRESSURE OF PSF,`-
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17
1-17
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PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
By Coaa Assaaanls
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PLAN NO.
WALL FOOTING WIDTH 12 INCHES:i—
COLUMN PAD AS Ala7e'o O,/ irekvgE INCHES
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REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NOW REQUIRED
Q AT SITE ❑ INSTALLED
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SeConditions At Footing Level
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STUN SArK
Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
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d Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT 111C FEET IN BORING NO. )1'% FC-1es-