Report (13) •
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"RIVER TERRACE EAST'
LOT 191
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 NOVEMBER 14, 2017
PREPARED FOR: I I
POLYGON NORTHWEST COMPANY 70
703 BROADWAY ST., SUITE 510 TRACT "M"
° VANCOUVER, WA. 98660 _..). "
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\N898'43" i 32.00/� a
3PUBLIC UTILITY
EASEMENT
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LOT LLT LOT LOT LC
4r 193 192 191 190la
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0 889'58'43"E 32.00'
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REGISTERED
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uPROFESSIONAL
T LAND SURVEYOR p,
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SW FRIENDLY LANE
OREGON
JULY 9,2002
TRAVIS C.JANSEN
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°} I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
6 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS illisiellimellimmalliall
TO THE FOUNDATION ENVELOPE FOR LOT 191 OF THE PLAT 1 INCH = 20 FEET
OF "RIVER TERRACE EAST".
.
'DRAWN BY; T2 DATE- 11/19/17
PACIFIC COMUNITY
51- REVIEWED BY TCJ DATE: 11/ /1EIx
PROJECT NO..
3 5 0 1 f PLANNING - ENGINEERING SURVEYING
(503) 941.9484
EDESIGNZ FIELD REPORT
Pagel of l
GDI Project. Polygon-129-03 Prepared By: Ken Buckingham
Project Names River Terrace East Date: 12/27/17
Location: SW Scholls Ferry&SW Roy Rogers, Report#: 181
Beaverton
Arrival: 1215 Departure: 1330
Weather: Cloudy, 40's Permit#: TBD
Site Visit Requested By Tom w/Polygon Met With (on site): Tom (via phone)
Purpose: Observe Footing Subgrade for lots 180-192
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-163 Deflection in roadway
FR-177 soft fill from slope cut in lots 153, 154 and 155
Upon arrival, I talked with Tom from Polygon on the phone. He indicated the location of lots 180-192 (see attached
site plan)where the subgrade evaluation was requested. Using a%2"steel foundation probe, I evaluated the
subgrade. Resistance to probing indicated a medium stiff to stiff subgrade.
In lots 189, 190 and 191 we observed roots approximately W to 2"in diameter.We recommend over excavating 1'
and backfilling with crushed rock in areas with a concentration of roots, within footing locations in lots 189, 190 and
191.
Based on observations and probing, the subgrade observed today appears to have 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 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,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 By section,
Signature:
15575 SW Sequoia Parkway,Suite 100 I Portland,OR 97224 I Off 503.968.8787 I Fax 503.968.3068