HomeMy WebLinkAbout5326 Corbett Dr - Special Inspections/Engineering - 02/28/2003Foundation Wall
Reinforcement Inspection
CLIENT: Writer Homes
Village,Greenwood
CO 80111
FouiWat1pniPlan �'�'� /�
BY V -ob 6 f
PLAN NO. —
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
.a.
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
REQUIRED THICKNESS �. INCHES
NOT REQUIRED
Reinforcing Steel //��,
GRADE rUd BAR SIZE
NO. OF BARS
TOP 2-
BOTTOM
Z
VERTICAL
Instructions To Contractor
54 FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: 3 21
C '
LOT
BLOCK
FILING NO,
JOB NO.� C�
Foundation Wall Layout
of be+l- Dr iv(?-.,
LIFER Ground + Location of LIFER Ground
❑ LOCATION
❑ NOT INSTALLED
Comment:
Excavation/Footing
Inspection
CLIENT: Writer Homes
Goal S. w2nmu Drive, Suite 232
Greenwood Village, GO 80111
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
19 AND MATERIALS ENGINEERS
ADDRESS:
s edf I L cir t
LOT BLOCK z
Attn. Kurt Kelly FILING NO. JOB NO. FC_ I IS
Recommended Foundation System
CTL/THOMPSON JOB NO. F C- 111
DATED
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
�MINIMUM WIDTH INCHES
OOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF 7-Z�_a V PSF,
MINIMUM DEAD -LOAD PRESSURE OF 5-t9 0 PSF.
U
PROVIDE A _I INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH 16 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 T o O� S'zo04-71
BY C4_0 � INfSziCi`a
PLAN NO. (�i 1Z It Q
WALL FOOTING WIDTH I G INCHES
COLUMN PAD I `L`{ X i y X to INCHES
� R-E,INFORCEMENT AS PER PLAN:
❑ NO ❑ NONE REQUIRED
[&AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
ql cL - Cg,j„ }o SaM�y
wy�
nn nUfi-
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
[ IONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
�-ENCOUNTERED AT FEET IN BORING NO. L 3— 2U
Remarks:
10
Foundation Layout
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Instructions To Contractor
'CA-ArPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRESENTATIVE
REVIEWED BY
DATE OF INSPECTION
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