Loading...
HomeMy WebLinkAbout5121 Stillwater Creek Dr - Correspondence/Engineering - 01/26/2001 (2)Foundation Wall Reinforcement Inspection CLIENT: The Writer Corporation Northern Colorado Division Loveland, Colorado 80538 FoundaA&mftM ,Kepriegg By Cool` PLAN NO. % 3 "L'� 715' f2— 7;� 37 S Fcundatlon-Type SPREAD FOOTINGS ON NATURAL SOIL t.' FOOTINGS W/ MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER Foundation Void ❑ REQUIRED THICKNESS ❑ NOT REQUIRED Reinforcing Steel. GRADE BAR SIZE L"'I NO. OF BARS _...� TOP_ BOTTOM VERTICAL d� INCHES I tructions To Contractor (FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS ADDRESS 5_*1 LOT �' `ii, �� BLOCK FILING NO. JOB NO. } -(� j Z Foundation Wall Layout