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Home My WebLink About2227 Chandler St - Special Inspections/Engineering - 10/14/2003�.nv��ti+r�rvrr� rvv�r■rvJ CTL/THOMPSON, INC. Inspection `� CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS CLIENT: Ryland Homes 8100 E. Maplewood Ave., Ste- 100 Greenwood Village, CCU-80111 Recommended Foundation /System /s(a CTL/THOMPSON JOB NO.l DATED SPREAD FOOTINGS T MAXIMUM SOIL PRESSURE OF D U O PSF. MINIMUM WIDTH i(e INCHES ❑ FOOTINGS WITH MINIMUM DEAD -LOAD MAXIMUM SOIL PRESSURE OF PSF, MINIMUM DEAD -LOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS. MINIMUM WIDTH INCHES ❑ GRADE BEAMS AND PADS DESIGNED FOR: MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEAD -LOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS. Foundation Plan BY ca.6 0-4Jo G PLAN NO. "7 ZO _A-C ✓ 1 WALL FOOTING WIDTH VAYQICf I-e-6r/5E7Gr-INCHES COLUMN PAD J, J. t- INCHES REINFORCEMENT AS PER PLAN: BYES n NO ❑ NONE REQUIRED 2,'AT SITE ❑ INSfAULED Soil Conditions At Footing Level V ��t Y r-r ,,CF ADDRESS: Z7,?L7 GHAWV L-15A S"f LOT 16 BLOCK FILING NO. JOB NO. 2_2kj Foundation Layout 30 30. Ins Ai f t/i..fiit/l ,W C-1 I IN TY11 M �� so .■ii■,�4111 ■in ■ii■■■■■�■ ■SR i mlin ■oS= ■on ■■■�=Va .� �■on =H3 �;; I■ ■ somm■ ]��% ■so ■� ■1�,mmm �%��■■0 an �M�l�l�,r�=� ■i■■� ■. 1■. :�.■0 ■■■■■C7, NEW■■■��:. il 1 ■■ imom"" 1111111114 �■■■a��■■■IAiI KI■ 1 ■■E718 ■_■*NMI!■■■ rr■I1SS11 nun ■ �_■wISM1101,1 %N r rUCtI.TCoT'ractor APPROVED ❑ REJECTED J RECOMMENDED CORRECTIVE PROCEDURE TORVANE OR VANE SHEAR PSF. DENVER PENETROMETER TEST Grqund Water Conditions ©/NONE IN EXCAVATION p'NONE ENCOUNTERED IN BORING NO: Jb64 TOFEET ❑ ENCOUNTERED AT FEET IN BORING NO. Remarks: i FIELD REPRESENTATIVE • • �� .c REVIEWED BY 1'AKIM.