HomeMy WebLinkAbout6127 TILDEN ST - SPECIAL INSPECTIONS - 9/19/2003Excavation/Footing
Inspection
CLIENT: Ryland Homes
8100 F Maplewood Ave , Ste 100
G—rinnn•A•nnrl Village, CO 80111
Recommended Foundation System
CTL/THOMPSON JOB NO. 2 1 5-
DATED 3 / 5-
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM WIDTH
INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF Z , O oy
PSF.
MINIMUM DEAD -LOAD PRESSURE OF O 0
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.
FouptIntition� /Plan i
BY ✓ -si�/
PLAN NO. 7j 50
WALL FOOTING WIDTH INCHES
COLUMN PAD Ste. $ �`�L� INCHES
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions/ At Footing Level
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION ,{
NONE ENCOUNTERED IN BORING NO. 4: S TO J FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
19 AND MATERIALS ENGINEERS
ADDRESS: rr
4 1 2-7 i ,-If sk.
LOT 2 ? BLOCK
FILING NO. JOB NO. FG - 22 T
Foundation Layout
t /
1!
�am==011-1175A
M.N.
■
i■�7C!!'1■'
�
Hill
■`i
'��I
lam
�ii�iiiiii��i�'"��i
will
,`1
Vill
Instructions To Contractor
APPROVED
gi REJECTED
CORRECTIVE PROCEDURE k
J
11
V.
4", j F1-o ��.'P� S Fl;\
FIELD REPRESENTATIVE
REVIEWED BY
DATE OF INSPECTION is •. • •. • G�
S/�NAAL_�