HomeMy WebLinkAbout3051 Sage Creek Rd - Correspondence - 06/21/2001 (2)Excavati ooting
ection
CLIENT: James Company
9919 Valmont raad, Suite 204
Boulder, Colorado 29391
Attn• ItA� rMr- Scott Hoolmoo
Recommended Foundation System
CTL/THOMPSON JOB NO. rL' ) (04S
DATED
SPREAD FOOTINGS _
MAXIMUM SOIL PRESSURE OF PS'r.
MINIMUM WIDTH i l�7 INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF _
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation PI n
BY �f'rt
PLAN NO.� S
WALL FOOTING WIDTH I INCHES
COLUMN PAD 6 - x �' X n INCHES
REINFORCEMENT AS PER PLAN:
® YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
o 1 ill cla 6a.1
TORVANE OR VANE SHEAR —PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO, TO FEET
ENCOUNTERED AT FEET IN BORING NO. T 4 - A
Remarks:
19 CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
30 s / �W-3
6&41P4
ADDRESS:
)i6
LOT 3i BLOCK
FILING NO. JOB NO.
Foundation Layout
instructions To Contractor
IN APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
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