HomeMy WebLinkAbout5121 Stillwater Creek Dr - Correspondence/Engineering - 01/26/2001 (3)Foundation Wall
Reinforcement Inspection
CLIENT:
The
FoundaffdifTild*C KI riegg
By L 0E '
PLAN NO. % ss.3 2'5
�Foundation Type
XSI SPREAD FOOTINGS ON NATURAL SOIL
• -a
•: FOOTINGS W1 MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
❑ REQUIRED THICKNESS INCHES
❑ NOT REQUIRED
Reinforcing Steel- L
GRADE BAR SIZE
NO. OF BARS ___?
TOP
BOTTOM
VERTICAL
d'-
I tructions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
lam'°
LOT ��i y BLOCK
FILING NO. JOB NO.
Foundation Wall Layout
Comment:
REVIEWED BY
�p FiEG�S
T�,
S.ABsP�o
33319