HomeMy WebLinkAbout3051 Sage Creek Rd - Correspondence - 05/09/2001 (4)Excavation/Footing
CYL/YHOMPSON, INC.
GECTECHNICAL
Inspection MAY 2 1 2001 AND CONSULTING
MATERIALS ENGINEERS
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ADDRESS:
SAGG. C.
LOTBLOCK ` a
FILING NO. JOB NO.
Recommended Foundation System Foundation Layout
CTUTHOMPSON JOB NO.
DATED
4 SPREAD FOOTINGS -
MAXIMUM SOIL PRESSURE OF \ '� PSF.
MINIMUM WIDTH CJ INCHES
❑ FOOTNGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE Of
PSF.
PROVIDE A INCH VOID BENEATH
GRADE BEAMS.
MINIMUM WIDTH
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 Plan
BV 1P cnS-Ch' st N N-�rS
PLAN NO SA ` c
WALL FOO(/�N�G WIDTH V a�'A INCHES
COLUMN PF(DJ.� �hn^�F+ w' {,y���Jx�3 INCHES
REINFORCEMENTAS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED V (J
X AT SITE ❑ INSTAU.ED
Soil Conditions At Footing Level
Instructions To Contractor
[XIAPPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
[Zf NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
® ENCOUNTERED AT FEET IN BORING NO—A-11L