HomeMy WebLinkAbout6444 Garrison Ct - Special Inspections/Engineering - 01/22/2003Foundation Wall
Reinforcement Inspection
CLIENT: Ryland Homes
Greenwood8100 E. Maplewood Ave., Ste. 100
i age, CO 80111
Attn: Mr. Bob Shearer
Found ion Plan
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PLAN NO. ol-Lil 1
Foundation Type
SPREAD FOOTINGS ON NATURAL SOIL
❑ FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
QUIRED THICKNESS
NOT REQUIRED
Reinforcing rSteel
GRADE 1 w BAR SIZE
INCHES
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: / /'
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LOT BLOCK
FILING NO JOB NO
Foundation Wall Layout
NO. OF BARS
TOP
BOTTOM
VERTICAL46uud I&A! &,,R -JE 14-5 YF Q4, j, r,- AA JT'
UFER Ground
Instructions To Contractor ❑ LOCATION
YFFOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH ❑ NOT INSTALLED
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Comment:
REVIEWED BY
Location of UFER Ground
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