HomeMy WebLinkAbout2332 Chandler St - Disclosures - 12/13/2002Excavation/Footing
Inspection
CLIENT: Ryland Homes
8100 E. Maplewood .,
Ste. 100
CTUTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LOT I I BLOCK
Aftn: Mr. t5ob 5 earer FILING NO. JOB NO. �G
Recommended Foundation System
CTL/THOMPSON JOB NO.
DATED
SPREAD FOOTINGS �
MAXIMUM SOIL PRESS RE OF PSF.
MINIMUM WIDTH % 0 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 Layout
Foundaf PI n
BY 4, 15P cz,, 1 8 7l
PLAN NO. J
WALL FOOTING WIDTH I INCHES
COLUMN PAD yx 4gx j ?Q�X, J Z INCHES
REINFORCEMENT AS PER PLAN
❑ YES ❑ NO ❑ NONE REQUIRED
;&ATSITE ❑ INSTALLED
Soil Conditions At Footing Level
TORVANE OR VANE SHEAR _
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
!NONE ENCOUNTERED IN BORING NO. LI L-b2-TO '225 FEET
ENCOUNTERED AT FEET IN BORING NO.
Remarks:
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Instructions To Contractor
IN APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE