HomeMy WebLinkAbout3051 Sage Creek Rd - Correspondence - 08/03/2001 (4)M
Excavation/Footing
Inspection
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CLIENT:
James Company
2919 Valmont Road, Suite 204
Boulder, Colorado 80301
Attn: Mr. Scott Holmes
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDgESS: h
1 C, I D
LOT �G��� BLOCK I I
FILING NO. 5 f JOB NO. 1
s
Recommended Foundation System Foundation Layout
CTL/THOMPSON JOB NO. t-r--_I
DATED 1 1 11, ZU 0 , _ ... _ -
SPREAD FOOTINGS
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L
MAXIMUM SOIL PRESSURE OF PSF _
7'
MINIMUM WIDTH Cia'1.5%1 A
❑ FOOTINGS WITH MINIMUM DEAD-LO D
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Fou da ion Plan
By _ �• JGifhl'�S
PLAN NO. �p S
WALL FOOTING WIDTH INCHES
COLUMN PAD 531)(14 A LtZ)(�7't *, INCHES
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
ti Conditiogqs At Foot' rr�� Level �
l 4u . SattU iia1,fIv �rrui t� D'a4m,
,'7.. ..
T
5 wit,
Instructions To Contractor
IN APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
T
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
® NONE IN EXCAVATION
FL-J' NONE ENCOUNTERED IN B RING NO. TO FEET
ENCOUNTERED AT : FEET IN BORING NO. 13 �pO REG1,q
Remarks: Cj� o��•• O. DOS ••.9� .
FIELD REPRESENTA E
REVI By
DATE N ON