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HomeMy WebLinkAbout2321 Chandler St - Special Inspections/Engineering - 01/20/2003Excavation/Footing Inspection CLIENT: Ryland Homes 8100 E. Maplewood Ave Ste IAA Greenwood Village, CO 80111 Attn: r. Esob Shearer Recommended Foundation System CTL/THOMPSON JOB NO./� I S DATED 1 Xrel )%/ SPREAD FOOTINGS l MAXIMUM SOIL PRESSURE OFtt !/�©'� PSF. MINIMUM WIDTH lkGi INCHES ❑ FOOTINGS WITH MINIMUM DEAD -LOAD MAXIMUM SOIL PRESSURE OF MINIMUM DEAD -LOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS. MINIMUM WIDTH ❑ GRADE BEAMS AND PADS DESIGNED FOR: MAXIMUM SOIL PRESSURE OF MINIMUM DEAD -LOAD PRESSURE OF INCHES PROVIDE A INCH VOID BENEATH GRADE BEAMS. Foundation Plan BY Calif Piloth -P' 02 PLAN NO. 35J i �s >I II! 4� WALL FOOTING WIDTH icy. INCHES COLUMN PAD L_��� Yziyonyu f%� INCHES REINFORCEMENT AS PER PLAN: [YES ❑ NO ❑ NONE REQUIRED AT SITE ❑ INSTALLED Soil Cpnditions At Footing Level TORVANE OR VANE SHEAR DENVER PENETROMETER TEST Gr nd Water Conditions NONE IN EXCAVATION NONE ENCOUNTERED IN BORING NO. TO FEET ❑ ENCOUNTERED AT FEET IN BORING NO. Remarks: wll z > f i CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL 19 AND MATERIALS ENGINEERS ADDRESS: ( l 5 4 t� P r c S- LOT ( BLOCK y FILING NO. JOB NO.T� J� Foundation Layout Instructions To Contractor APPROVED REJECTED RECOMMENDED CORRECTIVE PROCEDURE A. ,00 � n . AST