HomeMy WebLinkAbout2932 Cornerstone Ln - Special Inspections/Engineering - 04/19/2001i
Excavation/Footing
Inspection
CLIENT` The Writer Corporation
Northern Colorado Division
5985 McWhanney Blvd, Ste 100
I oveland Colorado 80538
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Recommended Founda ion System
CTL/THOMPSON JOB NO.C-
DATED
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF 000 PSF.
MINIMUM WIDTH JU INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
INCHES
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan/�
BY CO %b
PLAN NO. C- S
WALL FOOTING WIDTH 11b INCHES
COLUMN PAD 30 9 D X Io INCHES
REINFORCEMENT AS PER PLAN:
® YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
C)W 54rqd toll
-191 CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
o113,P Co,m, rsfbue It N
LOT IS BLOCK 1
FILING NO. JOB NO. I-t. Ta
Foundation Layout
19
Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE SHEAR
PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
10 NONE IN EXCAVATION
0 RF
❑ NONE ENCOUNTERED IN BORING NO. TO
FEET
.- S>
A49.
® ENCOUNTERED AT �.5 FEET IN BORING NO.
K I
Qv' Q�.S
Remarks:
o v W
FIELD REPRESENTATIVE
m
REVIEWED BY
T�•,
DATE OF INSPECTION