HomeMy WebLinkAbout3051 Sage Creek Rd - Correspondence - 07/05/2001 (2)Ezcavati ooting
ection
CLIENT: ,James Company
9Q19 Valmont -Road, Suite 204
Boulder Colorado 30301
Attn• Mr Scott Halmos
Recommended Foundation System
CTL/THOMPSON JOB NO. rL bf5
DATED
in SPREAD FOOTINGS _
MAXIMUM SOIL PRESSURE OF``�� �� PSF.
MINIMUM WIDTH I V% INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR.
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF _
INCHES
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation PI n L
By P'NJ,vc - r
PLAN NO. IJ' S.
WALL FOOTING WIDTH INCHES
COLUMN PAC � " I X 3 r' " X n INCHES
REINFORCEMENT AS PER PLAN:
® YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
0 - iK CIA 64.1
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. T
Remarks:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: 1'
S4 Z V I�
LOT 31 - 3 11.; BLOCK I�
FILING NO. JOB NO. f�"� IL>7
Foundation Layout
Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE