HomeMy WebLinkAbout5108 Stetson Creek Ct - Correspondence - 10/14/1999Foundation Wall
Reinforcement Inspection
CTUTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS:
The Writer Corporation
Northern Colorado Division SON c,y` L�
5200 Hahns Peak Dr., Ste 160 LOT —�� BLOCK —
Loveland, Colorado 80538 FILING NO. 5 JOB NO \3 \q
Attn: Mr. Mark Miller
Foundation Plan
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BY �J f7 !'N 7'� (--1-
PLAN NO. 4.�}'43�
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 t
It REQUIRED THICKNESS INCHES
ET NOT REQUIRED
Reinforcing Steel
f-�
GRADE NC.w BAR SIZE LA
NO. OF BARS
TOP
BOTTOM
VERTICAL I
Instructions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
M'A
Foundation Wall Layout
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