HomeMy WebLinkAbout2902 Cornerstone Ln - Correspondence - 07/10/200112/20/2001 02:23 WRITER CORP 4 2246134
NO.284 P004
Excavation/Footing
Inspection
CTL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS �'1 �l
Wrltsr FIOirlo� - QV Vt;+ 1Pqr iC
Q-to.� 4r.'�..t �«
LOT to BLOCK
t.avNaAA, calarada onr2$ FILING NO. JOB NO.
Recommended Founck t p System
CTLITHONIMN JOB NO. �7
DATEDi'
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF ai OEfl
MINIMUM WIDTH (t0
PSF.
INCHES
FOOTINGSwrrH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
P7.
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 rVCii VOID BENEATH GRADE BEAMS.
Foundation Plan
By Co bb
PLAN NO, 0
WALL FOOTING WIDTH 14
COLUMN PAD Set:v:.A
INCHES
_INCHES
REPFORCBW AS PER PLAN:
E YES [) NO ❑ NONE REQUIRED
M AT m ❑ NMALLED
Soq Condffion At Fwfi
wq level
TORVANE OR VANE SHEAR FSF,
DENVER PENEYROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO EFT
ENCOUNTERED AT FEET IN BORING NO. L 10
Remarks:
,n
Foundation layout
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Instructions To Contractor
S APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE