HomeMy WebLinkAbout5108 Stetson Creek Ct - Inspection Results - 12/30/1999Excavation/Footing
Inspection
®CT/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
•• •
Thp Writer Corporation
• Colorado W538 FILING NO.
Recommended Foundation System
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CTUTHOMPSON JOB NO, C'118
DATED MAY 211191
SPREAD FOOTINGS
�/ MAXIMUM SOIL PRESSURE OF PSF.
Ij FOOTINGS WITH MINIMUM DEAD -LOAD -7
MAXIMUM SOIL PRESSURE OF OUO PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF,
PROVIDE A _INCH VOID BENEATH GRADE BEAMS.
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF _
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan {L
BY Coda Ars a&ra
PLAN NO. ry
WALL FOOTING WIDTH G - INCHES
COLUMN PAD AT Arczm o^t rtFy E INCHES
REINFORCEMENT AS PER PLAN:
Yp Q No ❑ NONE MXAPED
Q AT SIE ❑ INSTALLED
5n�,' Conditions At Footing Level
C��A� SA,•n� ricryr sc..aors7� BRae✓.�
Foundation Layout
BLOCK.____
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ti
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5T ON CRB dX Cr.
In ructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
TORVANE OR VANE $HEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
[NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
[y:i/ENCOUNTERED AT I (,C FEET IN BORING NO. N' FC4a3T�
I
Foundation Wall
Reinforcement Inspection
CLIENT:
The Writer Corporation
Northern Colorado Division
5200 Hahns Peak Dr., Ste 160
Foundation Plan
BY— C,e�gc�, AS�S�yF�`�'�----
PLAN NO �' �3.1 �. j���� S
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
FOOTINGS W1 MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
REQUIRED THICKNESS
❑ NOT REQUIRED
1—\
Reinforcing Steel
GRADE �� BAR SIZE
NO, OF BARS
TOP
BOTTOM
VERTICAL
INCHES
F�Instructions To Contractor
VW1 FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
®CTL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LO'T .BLOCK
FILING NO. 5 JOB NO. t C
Foundation Wall Layout
t� = L3fts�tn�r;Y
Comment:
Nan