HomeMy WebLinkAbout5115 Stillwater Creek Dr - Correspondence/Engineering - 01/18/2001 (3)Excavation/Footing CTL/THOMPSON, INC.
Inspection CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS: rr II ff -- r
The Writer Corporation SGdor�!YJY3�fG
Northern Colorado Division & f-,1 Wq r H 6 G
8285 McWhinney Blvd, Ste 1n0 LOT to - I; BLOCK
Loveland Cnlorado 8n5";8 FILING NO. JOB NO. __ C- 1319
Gttn- Mr_ Kan Grioan
Recommended Foundation System
CTL/THOMPSON JOB NO. fC - (3)f
DATED Ia -I3- OPT
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF �0
PSF.
MINIMUM DEAD -LOAD PRESSURE OF 900
PSF.
`'�
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
I
MINIMUM WIDTH a
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 C b �b
BY .
PLAN NO.
WALL FOOTING WIDTH I INCHES
COLUMN PAD INCHES
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ WALLED
Soil Conditio s At Footing Lev
�S�KJy
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
19 NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
P
Foundation Layout
{yi j
-.- a.wn-...,..•,. - ... _.R.-
Instructions To Contractor
46 APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Kor
�i01 .4�