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To4YGON AT ROSHAKRPOr (+OLIO
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-0613D FOUNDATION CERTIFICATION it.12c‘
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SUMY,ED•,..IVNIE 27.: 2020
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ORRISON',. INC.
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• SURVEYOR iNt •STATE OF OREGON. ;HERESY'-CERTIFY THAT. THE . , . , . . . .
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I HAVE VERIFIED THE LOCATION OF THE:FOUNDATION FOR SCALE
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g LOTS.107., 1084 1.024: 110, AND 111 :OF THE PLAT OF .1 iticf.H.gp.4p•FEET
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CDESIGN� FIELD REPORT
Page 1 of 2
GDI Project: Polygon-1 13-05 Prepared By: 1 Trey Klopfenstein
Project Name: Roshak Ridge i 6/1 1/2020
Location: SW Bull Mountain Road and SW Roy Report#: 172
Rogers Road,Tigard
Arrival: 0755 Departure: 0820
Weather: Overcast, light rain, 60s Permit#: ; MST2019-00210
MST2019-00076
Site Visit Requested By: Adrian (Taylor Morrison) Met With (on site): : Adrian, DJ (Cutris Heintz Exc.)
Purpose: Check Bldg 5 footing subgrade
Outstanding Issues: Park Slope Failure
Upon arrival, I was informed that Curtis Heintz crew had excavated for footings of Bldg 5 (Lots 107-11 1), as
indicated on the attached site plan (see Photo 1). I was informed that subgrade is fill and I observed subgrade to
generally consist of brown silt with sand and minor gravel. I used a Yz" 0 steel foundation probe to evaluate the
relative density of material. Resulting penetrations indicated the subgrade to be generally stiff. I was informed that
—1"2"of 3/"-0 crushed rock is to be placed and compacted in footings.
Based on observations and probing, it is our opinion that the subgrade observed today, as indicated on the attached
site plan, has been prepared in general accordance with our geotechnical recommendations.
Distribution:
Attachments: Photo(1); Site Plan (1)
Reviewed by:
This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services.We rely on the contractor to comply with the plans and
specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the contractor,the contractor's employees
or agents. Our firm is not responsible for site safety.This field report is a DRAFT representation of our field observations,tn.'„" nrw n,-. ..sort can only be
considered final upon reviewof the GeoDesign project manager,as indicated by initials in the"Reviewed By"section.
Signature:
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
CDESIGN? FIELD REPORT
Page 2 of 2
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Photo 1.Subgrade exposed for footings of Bldg 5(northwestward).
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9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
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1.5 >e �.. _ n,, :, GENERAL NOTES
'f _ 171 -.�, :: ~R P yg n 113 05 6/11/2020 FR172 TOK PE�"°""`°'FO"LE�°
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MATCHLINE POLYGON POW COMPu1Y
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y " m� observed (Bldg 5) � � GATE DESORPTION
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