HomeMy WebLinkAbout6232 Treestead Ct - Special Inspections/Engineering - 03/29/2003Excavation/Footing
Inspection
CLIENT: Ryland Homes
8400 E. Maplewood •,
Village, Ste. 100
Oreenwood
CO 80111
n: r. oShearer
Recommended Foundation System
CTL/THOMPSON JOB NO. r - 2 l 5�
DATFr) al 9
SPREAD FOOTINGS.
MAXIMUM SOIL PRESSURE OF food
PSF.
MINIMUM WIDTH It,
INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
INCHES
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
BY CO 13 6 -5a ok2 &1W-- t�i0-lr-o.2
PLAN NO. 7_(es Tel ib. ✓ 0, ; 9,2t); YX
WALL FOOTING WIDTH INCHES
COLUMN PAD y! 0&'4121 n "y'<<I,10- #3 INCHES
REINFORCEMENT AS PER PLAN: 1`a Sid 12 C L� 3 f f - 3j 5 f 12 (0)
YES ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
oil Conditions At Footing Level
,1--m—MA91M,i 1r1 � lA
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
❑ NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
Yy ENCOUNTERED AT FEET IN BORING NO. % 71�(e
zR marks:
�uon-71- e [AM6 24,0
U L.
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LOT 3 0 1
, BLOCK 16
FILING NO. JOB NO.
Foundation Layout
1A )W 1 -4-m P10 a 1A 'd A f
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Instructions To Contractor
APPROVED
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE