HomeMy WebLinkAbout2515 Rock Creek Dr - Correspondence - 01/12/2000Foundation Wall
Reinforcement Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT:
The -Writer Corporation
Northern Colorado Division
5200 Hahns Peak Dr., Ste 15U
Foundation Plan
By r ba& As�b� ►�ITEs
PLAN NO. 9 2S
Foundation Type
® SPREAD FOOTINGS ON NATURAL SOIL
❑ FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
g
❑ OTHER'
Foundation Void
❑ REQUIRED THICKNESS
❑ NOT REQUIRED
Reinforcing Steel
INCHES
GRADE 1 tJ BAR SIZE 1
NO. OF BARS
TO
BOTTOM
VERTICAL
instructions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
M5 r,
ADDRESS: a / S R-C�,, �= V-1, J= -D—
s �'� r o ,
LOT Y BLOCK
FILING NO. JOB NO
Foundation Wall Layout
Comment:
�<P�O RG;S,T^
O9S. k.g
3
+� 33319
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