Plans (3) aT � � ---- - ,t 9 6A1 z ST'
"RIVER ER TACE EAST NO.2"
LOT 225
00 ANO TACK ''ER R `Afl
SE S/4SEC. S, '' 2S. R1IN, At.M.
CITY OF WARD, WASNINt TQN COUNTY ORI F!
SURVEYED NOVEMBER 19, 2019
..............................
eREPARED FQR%,„
POLYGON NORTWST COMPANY
703 8ROAl WAY ST:, SUITE 510
VAN COU VER, WA, 98860
s SW BIRDSONG STREET
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REGISTERED
of PROFESSIONAL
LAND SURVEYOR ,
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OREGON
JULY 9, 2002
TRAVIS G. JANSEN S v 55'43" 50.00'
57751
RENEWS: 6/301202
TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
SURVEYOR IN THE STATE. OF OREGON, HEREBY CERTIFY THAT 10 2I
2 I HAVE ACCURATELY SURVEYED AND sTAKED THE ONINRIEWIIIIIII
� FOUNDATION FOR LOT 225 OF .,RIVER TERRACE EAST NO.
' 2". 1 INCH = 20 FEET
DRAWN BY._ FAA DATE; 11/19,f'
0.
RIMvIEY:_R _ ATE: 1 /1 PACIFIC COMMUNITYDESIGN
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395-064 PLANNING - ENGINEERING - SURVEYINGPROJ .0NO.:
(503) 941-9484 i
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GEODESIGM FIELD REPORT
Page 1 of 1
GDI Project: Polygon-129-03 Prepared By: Andrew Sidelinger
Project Name: River Terrace East Date: 12/4/19
Location: SW Scholls Ferry&Roy Rogers, Blinn. Report#: 302
Arrival: 0815 Departure: 0835
Weather: Clear, 40s Permit#: TBD
Site Visit Requested By: Rob Howser(Polygon) Met With (on site): Rob
Purpose: Observe subgrade for lot 225
Outstanding Issues:
Upon arrival, I was informed that subgrade for lot 225 had been prepared. Subgrade consisted of brown silt. Using a
1/2" steel foundation probe, I evaluated the relative consistency of the subgrade. Soils within the building footprint
were generally medium stiff to stiff where probed.
Based on our observations, it is our opinion the subgrade observed for Lot 225 observed today, as indicated on the
attached site plan, has been prepared in general accordance with our geotechnical recommendations.
Distribution:
Attachments: Site Plan (1)
Reviewed by:
This report presents opinions formed as a result of our observation of activities relating to gopurchMeal ervginearing or envizonmental serviCeS, We rely on the contractor to comply with the plans and
specifications throughout the duration of the project irreSpeCOve 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 net responsible for site safety,This field report is a DRAFT representation of our field observations,testing,and preliminary recommendations. The report can only be
considered final upon review of the CeoDesign project manager,as indicated by initials in the'Reviewed Sy"section.
Signature:
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 I 503.968.8787 I www.geodesigninc.com
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