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"RIVER TERRACE TOWN CENTER" ... \
LOT 84
HUB AND TACK CERTIFICATION
SE 1/4 SEC. 6, T 2 S. R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED JANUARY 15, 2024
PREPARED FOR:
THE NEW HOME COMPANY
15455 NW GREENBRIER PKWY,
TRACT I SUITE 240
-- --L,, b BEAVERTON, OR. 97006
— 3.00' PUBLIC
UTILITY
EASEMENT
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1. JULY 9. 2002
> L. TRAVIS C.JANSEN
42 SW JEAN LOUISE ROAD
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0 RENEWS: 6/30/2025
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I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
I HAVE ACCURATELY SURVEYED AND STAKED THE IMWMWAII61.1111.1
„9- FOUNDATION ENVELOPE FOR LOT 84 OF PLAT OF "RIVER 1 INCH = 20 FEET
'ii TERRACE TOWN CENTER".
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7-- ' DRAWN BY: IRK DATE;01/22/24
.6; PACIFIC COMMUNITY DESIGN
REVIEWED BY: LAM DATE:01/22/24
PLANNING - ENGINEERING - SURVEYING
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‘ PROJECT NO . 148-005
\._ (503) 941-9484
N V 5
FIELD REPORT
Page 1of 1
Project NewHome-5-02 Prepared By. Luke McClatchey�
Project Name: River Terrace Town Center Date: 01/26/24
Location: ASW Roy Rogers Road YReport#: 139 -Revised
Tigard, Oregon
Arrival: 0950 Departure: 1015
Weather: Raining, 40s Permit#:
Site Visit Requested By: Frank(New Home) Met With (on-site): Sam (New Home)
Purpose: Lots 83-86 Subgrade
Outstanding Issues: 1R138-3vft saiJgredch, ivt 84(1/23/24)-RESOLVED TODAY
Lot Subgrade
Upon arrival, I was informed by Frank with New Home that crews had prepared subgrade for lot 83-86. I
probed the exposed subgrade using a 16-inch-diameter steel foundation probe. Exposed subgrade visually consisted
of brown silt with areas covered by approximately 2-3 inches of%"-0 crushed rock. Resulting penetrations indicated
the exposed subgrade at probed locations is medium stiff to stiff.
Conclusion
Based on our observations and probing, it is our opinion that subgrade observed today, as indicated on the
attached site plan, has been prepared in general accordance with project requirements and our geotechnical
recommendations.
Distribution:
Attachments: Site plan (1)
Reviewed by: HDG
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 contractors 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 NV5 project manager,as Indicated by Initials in the"Reviewed By"section.
Signature: Luke McClatchev
9450 SW Commerce Cirde,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com
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NewHome-5-02 FR-139 01/26/24 -
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