HomeMy WebLinkAbout6420 Garrison Ct - Special Inspections/Engineering - 10/11/2002Excavation/Footing
Inspection
CLIENT: Ryland Homes
Village,8000 E. Maplewood Avenue, Ste 120
Gieenwood
Attn: Mr. Elob Shearer
Recommended Foundation System /-�
CTL/THOMPSON JOB NO. kr /C/� Z 1 `] /
DATED Af !il t♦ l (D . Z007
IN SPREAD FOOTINGS T/ pe- Z
MAXIMUM SOIL PRESSURE OF %, E-1)0 PSF.
MINIMUM WIDTH /69 INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
INCHES
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: r i
LOT BLOCK I
FILING NO. JOB NO.0 ZZ�
Foundation Layout
Foundation Plan �/ /� r� 1+y
BY 161+95
PLAN NO. '7j5 I - IO "Q Z
WALL FOOTING WIDTH L IY - 2_0 INCHES
COLUMN PAD_SSX�SX !2! �Jrq/� X. INCHES
REINFORCEMENT AS PER PLAN: 5 2 X!5 ZX 1 Z
❑ YES ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions At Foot' Level
l 1 L4--. 666ul
_ r`?
TORVANE OR VANE SHEAR _
DENVER PENETROMETER TEST
Ground Water Conditions
XNONE IN EXCAVATION p �ij
NONE ENCOUNTERED IN BORING NO.l� �O,�FEET
❑ ENCOUNTERED AT FEET IN BORING NO,
Remarks: V-5i'vo tol +o # -5 ,'
S. S
-w 1 V'Z a, # .5
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I}ndructions To Contractor
JAI APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
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