HomeMy WebLinkAbout6244 WESTCHASE RD - SPECIAL INSPECTIONS - 5/30/2003E
avation/Footing
nspec ion
CLIENT: Ryland Homes
8100 E. Maplewood Aye., Ste. 100
Greenwood Village, GO 80111
Recommended Foundation System
CTL/THOMPSON JOB NO. �L Zis
DATED
�PREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF 1000
PSF.
MINIMUM WIDTH - r4j
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
INCHES
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
INCHES
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
BY ew B ooff/l/
PLAN NO. '7Z5-``
WALL FOOTING WIDTH /6'1� 10
INCHES
COLUMN PAD_ VIC c-_re f
INCHES
REINFORCEMENT AS PER
[I YES ❑ NO [NONE REQUIRED
❑ AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
0SiHh 4 fgb' /f
sHei!' iO�l
6"' .',
-1 Lso It ff•,
TORVANE OR VANE SHEAR
PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO, TO FEET
ENCOUNTERED AT FEET IN BORING NO. L 33 B IS -
Remarks:
Mr
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
�.✓�'S7GF/A.f E-
�auy "10-f cAo'r /2D
LOT 3 BLOCK IS
FILING NO. JOB NO.-r=4 2,2,531
Foundation Layout
fs.
Ins ctions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE