HomeMy WebLinkAbout5114 Stetson Creek Ct - Correspondence - 10/20/1999Excavation/Footing
CTL/THOMPSON, INC.
Inspection
ANNDSULTING MA ERIAGLSGTECHNICAL ENGINEERS
CLIENT:
The Writer Corporation
ADDRESS: _
Northern Colorado Division
5200 Hahns Peak Dr., Ste 160
Loveland. Colorado 80638
Attn• Mr- Mark Miller
LOT a -�
FILING NO,
BLOCK
JOB NO.
Recommended Foundation System
CTL/THOMPSONJOB NO.
DATED qCz>
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
INCHES
Foundation Layout
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF � .00O PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH \-;)L INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
1
MAXIMUM SOIL PRESSURE OF PSF. a
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
BY C.o1'Q LSA�'��
PLAN NO. '$-�34'x's
WALL FOOTING WIDTH NCHES
COLUMN PAD " % 6z:' 3�"��x\a.- �'o� 3E,�3t VDL INCHES
REINFORCEMENT AS PER PLAN: 0
❑ YES ❑ NO ❑ NONE REQUIRED
J5 , AT STTE ❑ INSTALLED
Soil Conditions AtFooting Level e
Instructions To Contractor
K APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
E& NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT FEET IN BORING 1\107'�)C1'� �T\A-�
Remarks:E
FIELD
PI-1:
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OP�V S ABS T�9�
!EPRESENTATIVE Q U . m• O
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