HomeMy WebLinkAbout5115 Madison Creek Dr - Correspondence - 12/17/2000Excavation/Footing
Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT:
The Wnlwr Corporation
ADDRESS:
fr 1 s.3•- (O c
Northern Golnrado nivision
51Its Ih.J, C k
sc., V ./ p-.
5285 McWhinney Blvd, Ste 100
LOT
BLOCK
Loveland, Colorado 80538
FILING NO.
�C
JOB NC ft l
l Mr Mark Miller
Recommended Foundation Syst
Foundation
Layout
�
CTU/THOMPSON JOB NO. C' Js7 (�4
DATED ► �7-Dy
_...;
_
❑ SPREAD FOOTINGS
-
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MAXIMUM SOIL PRESSURE OF
PSF.
I
_
MINIMUM WIDTH
INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF 01 '1i00
`by
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A w INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH ta INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
PSF.
----
j
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
By Cell
PLAN NO, 010
WALL FOOTING WIDTH ( _INCHES
COLUMN PAD Q (y y ') it A/O INCHES
REINFORCEMENT AS PER PLAN:
® YES ❑ NO ❑ NONE REWIRED
AT SITE ❑ WALLED
Soil Conditions At Footing Level u
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
ID NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT 1 I FEET IN BORING NO. L 3
Remarks:
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1
Instructions To Contractor
i APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
FIELD
Cv. K_
1
DATE OF INSPECTION