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I "RIVER TERRACE EAST" -N\
LOT 86
HUB AND TACK CERTIFICATION
NE & SE 1/4 SEC, 6, T 2 S, R 1 W, W.M,
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED MARCH 14, 2018.
PREPARED FOR: SW SNOWDALE STREET
POLYGON NORTHWEST. COMPANY
703 BROADWAY ST., SUITE 510
VANCOUVER, WA. 98660
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.g. I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
g SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
.,..° I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS 111110.0110millimmell111111
•,,, TO THE FOUNDATION ENVELOPE FOR LOT 86 OF THE PLAT 1 INCH 20 FEET
OF "RIVER TERRACE EAST".
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P DRAWN BY: FAA DATE. 3/15/18
-02 PACIFIC COMMUNITY DESIGN
.9' REVIEWED BY: TCJ DATE: 3/15/18
PLANNING - ENGINEERING - SURVEYING
395-041
PROJECT NO.: —
(503) 941-9484 -1
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FODESIGN`i FIELD REPORT
Page 1 of 1
GDI Project: Polygon-129-03 Prepared By: Andreu Ferrero
Project Name: River Terrace East Date: 4/2/2018
Location: SW Scholls Ferry&Roy Rogers,Bvrtn. Report# 21$
Arrivals 0800 Departure: 0900
Weather: Partly Cloudy, 50s Permit#: TBD
Site Visit Requested By: Ken (Polygon) Met With (on site): Earthwork crews
Purpose: Observe building subgrade lots 8S'*n 86
Outstanding Issues: Proof roll road and curb base rock and repair as needed before paving
FR-58 (12/06) Decommission temporary storm and sewer lines through Tract E
FR-177 soft fill from slope cut in lots 153, 154 and 155
`*RESOLVED TODAY*
Upon arrival I observed that crews had excavated to planned subgrade elevation and covered with approximately 3"
of crushed rock in lots 85 and 86, as indicated on the attached site plan.
I used a%Z'steel foundation rod to probe through the crushed rock protective layer into the subgrade. I observed
that the subgrade consisted of light brown silt(ML). Probe resistance indicated medium stiff to stiff subgrade
conditions.
Based on observation and testing, It is our opinion that the subgrade evaluated today in lots 85 and 86 have been
prepared in general accordance with project requirements and our geotechnical recommendations.
Distribution:
Attachments: Site Plan (1)
Reviewed by: SMD
This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or- • services.We . 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 •, ' . a 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 I " inendations.The report can only be
considered final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed Br'Bed.-
Signature:
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com