HomeMy WebLinkAbout6156 DOLAN CT - SPECIAL INSPECTIONS - 8/24/2002Excavation/Footing
Inspection
CLIENT: Ryland Homes
Attn: Mr. Bob Shearer
Recommended Foundation System
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CTL/THOMPSON JOB NO. IZ�1
DATED lfto ir-. 199 ;Zo la
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD jYPe-�
MAXIMUM SOIL PRESSURE OF _.� l�OO PSF.
MINIMUM DEAD -LOAD PRESSURE OF , PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH if, `• 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
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REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
❑ AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
• i3�01 L' I / .r
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. L 33 i5�(r0 6 FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
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CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
G 49-3 L a9
015-1d Ddioro _ro
LOT 33 BLOCK LI
FILING NO. JOB NO. iPS
Foundation Layout
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Instructions To Contractor
XPPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE