HomeMy WebLinkAbout5303 Mill Stone Way - Special Inspections/Engineering - 07/18/2003Foundation Wall
Reinforcement Inspection
CLIENT: Writer Homes
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRE�$ 1
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S301 5301 MrlJ, Pw! 2-756 A�4,r frr S
LOT �10 lar 0 .BLOCK
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FILING NO. JOB NO.
Attn: Ku e y
Found �� do(r� Plan //[
BY TP` % KS�oLT�T(�
PLAN NO. 5-3 40 3 Q
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
LC!`FOOTINGS W/ MINIMUM DEADLOAD
/❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Vold , f
REQUIRED THICKNESS "l INCHES
NOT REQUIRED
Reinforcing Ste/@I
GRADE (O 0 BAR SIZE
NO. OF BARS
TOP ��77y� f �1
BOTTOM J 6 P N.
VERTICAL per' 1z Lvv�
Instructions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
/ " w-r
1, Q. C. C.-