HomeMy WebLinkAbout5127 Stillwater Creek Dr - Correspondence/Engineering - 02/22/2001 (3)Excavation/Footing
Inspection
L� CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS:
The Writer Corporation Jr, dof le bvw)c T. R,
Northern Colorado Division Sla 7 S}I If Lv ev Cr k D;r #R� P �C
5285 McWhinney Blvd Ste 100 LOT y"1J BLOCK
Loveland, Colorado 80538 FILING NO. JOB NO. RL— 131 9
Attn: Mr. Ken Grieno
Recommended Foundation System
CTUTHOMPSON JOB NO. r6- 1337
1 � -13 - Yq
DATED
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE Off.
PSF.
MINIMUM WIDTH
INCHES
® FOOTINGS WITH MINIMUM DEAD -LOAD
a 5 ao
MAXIMUM SOIL PRESSURE OF _ I
PSF.
MINIMUM DEAD -LOAD PRESSURE OF ww
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH I?_
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
By Cobb
PLAN NO. le
WALL FOOTING WIDTH I INCHES
COLUMN PAD 3 6 X INCHES
REINFORCEMENT AS PER PLAN:
N YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ INSTALLED
Soil Conditi?ns At Footing Level
Clay 51Hd7, igr�
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
M NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
M
Foundation Layout
5`
3'
s
a
5-t•II� w�r�e� C'rk
Instructions To Contractor
e APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
115,_y_ Kh, II
PP�p FEl,/S�F`�
3
i<t VWVVLU nr
DATE OF INSPECTION