HomeMy WebLinkAbout5127 Stillwater Creek Dr - Correspondence/Engineering - 02/26/2001 (3)Foundation Wai.
Reinforcement Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS: 1 _
Thu Writer Corporation S to lSi�-, Cr k 'i , H
Northern r`alnradn rlivjcinn I/4
5255 LOT BLOCK
McWhinney Rlvd Stp I /
_ -
Levaland Seloradn 8053A FILING NO....S JOB NO.
Attn- Mr Ken rrlPen
Foundation Plan
cobs
Foundation Wall Layout
BY
PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
® FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
- -
❑ OTHER
e .
_
} ......E
..
',.....
.'
Foundation Vold
4-
REQUIRED THICKNESS
INCHES
❑ NOT REQUIRED
---
Reinforcing Steel /
GRADE LOL BAR S12E
NO. OF BARS
TOP
BOTTOM
VERTICAL
Comment:
Instructions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
)C a k k /ly; /
a-ace—nj
P QOREu/,sT
Q ss;a
33319 "''
TONAL