HomeMy WebLinkAbout5103 Madison Creek Dr - Correspondence - 10/17/2000M
Excavation/Footing
Inspection
CTL/THOMPON, INC.
IL�Jy CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS: 1
The Writer Corporation S1 ef_%, Cv )a
Northern Colorado Division 903 Cv r �v-
5285 McWhinne_y Blvd, Ste 100 LOT I BLOCK
Loveland Colorado 80538 FILING NO. i JOB NO. I-^C - )4 3�
Otfn- Mr. Mark Millar
Recommended Foundation vstem
CTL/THOMPSON JOB NO. (0
1 -3 %- %Goo
DATED
IN SPREAD FOOTINGS
:)o
MAXIMUM SOIL PRESSURE OF oo
PSF.
MINIMUM WIDTH la
INCHES
❑ FOOTINGS 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
BY Co bto
PLAN NO. a
WALL FOOTING WIDTH INCHES
COLUMN PAD INCHES
REINFORCEMENT AS PER PLAN:
IF YES ❑ NO ❑ NONE REQUIRED
M AT SITE ❑ INSTALLED
Soil Conditions At Footing Level c1 SeNly, A,,4wM -Tan
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT f2 FEET IN BORING NO. L 31
Remarks:
Foundation Layout
i
6/is0a C PAL
Instructions To Contractor
® APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
DATE OF INSPECTION `-i'. �<�.~`