Report (11) ( !Ii( 1-7,0Z13 - 1 "RIVER TERRACE TOWN CENTER"
1-s tli -3(,,) lit) til ,tv6 LOT 75
HUB AND TACK CERTIFICATION
SE 1/4 SEC. 6, T 2 5, R I w, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED SEPTEMBER 6. 2023
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i PREPARED FOR:
THE NEW HOME COMPANY
--- 15455 NW GREENBRIER PK WY,
SUITE 240
BEAVERTON, OR. 97006
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JULY 9, 2002 77
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TRAVIS C. JANSEN
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0 RENEWS: 6/30/2025
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.g_ I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
3 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
° I HAVE ACCURATELY SURVEYED AND STAKED THE InIIMIN
5 FOUNDATION ENVELOPE FOR LOT 75 OF FUTURE PLAT OF 1 INCH = 20 FEET
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8 "RIVER TERRACE TOWN CENTER".
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-; DRAWN BY: TRK DATE:09/06/23
;7 PACIFIC COMMUNITY DESIGN
5 REVIFWED BY: T2 DATE:09/06/23
z PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: 148-005
(503) 941-9484 )
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FIELD REPORT
Page 1 of 1
Project: NewHome-5-02 Prepared By: Staci Butler
Project Name: River Terrace Town Center Date: 9/13/23
Location: SW Roy Rogers Road Report#: 124
Tigard, Oregon
Arrival: 0900 Departure: 0945
Weather: Sunny, 70s Permit#:
Site Visit Requested By: Frank (New Home) Met With (on-site): Frank (New Home)
Purpose: Footing Subgrade
Outstanding Issues:
Upon arrival, I met with Frank w/ New Home who informed me that lots 73 through 77 had been prepared. I
probed the exposed subgrade using a Y2-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 that subgrade observed today as indicated on the
attached site has been prepared in general accordance with project requirements and 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 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
JewHome-5-02 FR-124 09/13/2023
IIIII = Footing Subgrade Observed \ \\ -,° -- _
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