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I "RIVER TERRACE TOWN CENTER" N1 'C z f r 7
LOTS 20-23 'r
HUB AND TACK CERTIFICATION
SE 1/4 SEC. 6, T 2 S, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED JULY 25, 2023
PREPARED FOR:
SW JEAN LOUISE ROAD THE NEW HOME COMPANY
15455 NW GREENBRIER PKWY,
SUITE 240
8.00' PUBLIC BEAVERTON, OR. 97006
UTILITY ry
EASEMENT
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JULY 9, 2002
a TRAVIS C. JANSEN 24
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°' I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30 0 15 30
o I HAVE ACCURATELY SURVEYED AND STAKED THE IONIIINIMINI
N FOUNDATION ENVELOPE FOR LOTS 20-23 OF FUTURE PLAT 1 INCH = 30 FEET
0 OF "RIVER TERRACE TOWN CENTER".
%� DRAWN BY: MJL DATE:07/26/23 0 PACIFIC COMMUNITY DESIGN
a REVIEWED BY: MHK DATE:07/26/23
Z 148-005 PLANNING - ENGINEERING - SURVEYING
PROJECT NO.:
\ (503) 941-9484
N V 5
FIELD REPORT
Page 1 of 1
Project: NewHome-5-02 Prepared By: Staci Butler
Project Name: River Terrace Town Center Date: 7/27/23
Location: SW Roy Rogers Road Report#: 118
Tigard, Oregon
Arrival: 1330 Departure: 1415
Weather: Sunny, 70s Permit#:
Site Visit Requested By: Sam (New Home) Met With (on-site): Sam (New Home)
Purpose: Check Footing Subgrade- Lots 20-23
Outstanding Issues: FR39, FR41, FR42 (10/13/22-10/18/22)- Deflection observed in structural fill
No one was on site at the time of my arrival however I spoke with Sam with New Home who told me the footing
subgrade for lots 20 through 23 was prepared. I probed the exposed subgrade using a%-inch-diameter steel
foundation probe. Exposed subgrade visually consisted of brown silt. Resulting penetrations indicated the exposed
subgrade at probed locations is medium stiff to stiff.
Based on our observations and probing, it is our opinion the exposed subgrade for the footings noted above has
been prepared in general accordance with the project geotechnical report and our field 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 observation 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:
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com
NewHome-5-02 FR-118 07/27/2023
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