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HomeMy WebLinkAbout5102 Madison Creek Dr - Correspondence - 07/31/2001IIN JUL-31-01 TUE 03:27 PH WRITER NORTHERN Excavation/Footing Inspection CLIENT. --The writer. Corporation.. —.....�la►3hora�alorado.nivislna—._ _ 52gg1ACMfh1wW,Rb4.SteA00— . Recommended Foundation S m CTI./T) IOMPSON JOB NO. DATED_ _—(oYL`� 0 SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF �MINIMUM WIDTH _ INCHES OOTINGS WITH MINIMUM DEAD -LOAD MAXIMUM SOIL PRESSURE OF—„ wj�� „P$F, MINIMUM DEAD.L0,010 PRESSURE OF _$�_. -PSF. PROVIDG A "t . —INCH VOID BENEATI I CRADC REAMS. MINIMUM W 0711 1 ;L_ - _„- INCHES CRADE BCAMS AND PADS DCSICNED TO[;: MAXIMUM SOIL PRESSURE OF, ,,, PSF, MINIMUM DEAD -LOAD PRESSURE OF PROVIDE A -—INCH VOID BENEATH CRADC BEAMS. FAX N0, 970 613 0043 P. 06/07 CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS ADDRESS. so Coe_r,_.. FILING NO. , , • JOB NO,- f&-Jq Foundation Layout Foundation` Plan BY—V.RQ l� PLAN NO._,, WALL FOOTING WIDTH_,,, COLUMN , INCHES PADyaNY,w �� `�.� _ INGIIES t RIWORCEMENTASPERRAhe [] YES © NO NCNEREGriiut® I AT SITE [] WALLED Soil Conditions At Footing Level t � 1V1 r In-"Ctions To Contractor 16 APPROVCO ❑ REJECTED R6COMWNDED CORRECTIVE PROCEDURE TORVANF OR VANE SHEAR _ NSF DENVER PLNETROMEIER TEST Gr nd Wator Conditions ^ �_ NONE IN LXCAVATION ❑--1 NONE ENCOUNTERED IN SCORING NO _TO FEET 0 ENCOUNTEREDAr_,..__-,_FCLI INSORINCNO,_ Remarks• E$Alt (�F � Wlt(-- jIll