HomeMy WebLinkAbout5151 Trappers Creek Ct - Correspondence - 05/25/2000r—
Foundation Wall
Reinforcement Inspection
CLIENT:
The Writer Corporation
Northern Colorado Division
5200 Hahns Peak Dr., Ste 160
Loveland, Colorado 80538
Attn: Mr. Mark Miller
FoundatJgn�/,P�n ^ j
By
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PLAN NO. LVIM— W 514*4 N �r
Foundation Type Y • �y�-
❑SPREAD FOOTINGS ON NATURAL SOIL
Ll1FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
,Foundation Void
CJ REQUIRED THICKNESS INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE Gil BAR SIZE
NO. OF BARS
TOP a
BOTTOM _
VERTICAL a
Insjtuctions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
s/sr r^^ .s Cvk ��-
LOT C.Z , BLOCK
FILING NO. JOB NO. FCC
Foundation Wall Layout
Comment'.