HomeMy WebLinkAbout5127 Stillwater Creek Dr - Correspondence/Engineering - 02/26/2001e�^
Foundation Wak.
Reinforcement Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS:
The Writer Corpnratinn S to I.1
Su , Cr k i , H.
Nnrthern roiorado nivWon 51 l7 B LvH e r r k Ai C
52$5 McWhinney Rlvd, Stp 1n0 LOT Lf-&9 , BLOCK
Loveland, Cnlnradn 80538 FILING NO. 5- JOBNO. L- IJI`I
Attn• Mr Kpn r;ripen
Foundation Plan By Cobb
PLAN NO. J LIO' IbWNt70wS8
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
® FOOTINGS W1 MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Vold
REQUIRED THICKNESS _
❑ NOT REQUIRED
Reinforcing Steel ��
GRADE
NO, OF BARS
TOP
BOTTOM
VERTICAL
4 INCHES
BAR SIZE y
Instructions To Contractor
® FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
Comment:
AS
E Y/tA
DATE OF INSPECTION``- .[j�