HomeMy WebLinkAbout6127 TILDEN ST - SPECIAL INSPECTIONS - 9/22/2004Excavation/Footing
Inspection
CLIENT: Ryland Homes
81 A�Maplemood Ave.' Ste. IAA
Greenwood Village, CO 80111
Recommended Foundation System
CTL/THOMPSON.JOB NO.
DATED -3
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF 2,O a tlA 0 PSF.
MINIMUM DEAD-LOAQ PRESSURE OF 5--00 PSF.
PROVIDE A 94 INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH / 6 INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation PlanBY I S/JY.iae�3cF �T's_,r_ S
PLAN NO. -3S O
WALL FOOTING WIDTH Pi, INCHES
COLUMN PAD 5 v c. S !c .4"t-l^ INCHES
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
'7 Vow , S j
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION /j
NONE ENCOUNTERED IN BORING NO. L27 S TO ) - � FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks: _
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LOT BLOCK A'I
FILING NO. JOB NO. 64- Z.Zs'
Foundation Layout
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Instructions To Contractor
PPROVED
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
FIELD
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DATE OF
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