HomeMy WebLinkAbout5121 Stillwater Creek Dr - Correspondence/Engineering - 01/24/2001 (3)Excavation/Footing
Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
19 AND MATERIALS ENGINEERS
CLIENT: ADDRESS. JJ
The Writer Corporation lit'/j t:. I: ��k j,f�
Northern Colorado Division 5191 S 11 We )c
5285 McWh4nney Blvd„ Ste 100 LOT - y . BLOCK _ Tyr
Loveland, Colorado 80538 FILING NO. JOB NO. Y C -
Attn- Mr- Kan rMpan
Recommended Foundatiorp System
CTL/THOMPSON JOB NO. rG 132 S
DATED lal- 1 3 `' 94
-SPREAD FOOTINGS -
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH INCHES
® FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF _Q. � Dj C PSF.
MINIMUM DEAD -LOAD PRESSURE OF goo PSF.
PROVIDE A Ll INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH i 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
BY Cobb
PLAN NO
WALL FOOTING WIDTH a INCHES
COLUMN PAD
REINFORCEMENT AS PER PLAN:
® YES ❑ NO ❑ NONE REQUIRED
® AT SLTE ❑ INSTALLED
Soil Conditions At Footing Level
C
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
® NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
rA Remarks:
Foundation Layout
fin/,4YV
Instructions To Contractor
0 APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
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