Report is "POLYGON AT ROSHAK RIDGE"
LOT 130 1--/S%20/9 —DO./c .-z.
HUB AND TACK CERTIFICATION /6cP53 9.1/S'At 66//+
NE 1/4 SEC. 7, T 2 5, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED MARCH 11, 2020
PREPARED FOR:
TAYLOR MORRISON, INC.
703 BROADWAY ST., SUITE 510
VANCOUVER, WA. 98660
S89'54'00"E 40.00'
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U PROFESSIONAL
LAND SURVEYOR
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a JULY 9, 2002
a TRAVIS C. JANSEN SW SUNSHINE COAST STREET
> 57751 J __
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o RENEWS: 6/30/2021
m I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I 20 0 10 20
a HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO
THE FOUNDATION ENVELOPE FOR LOT 130 OF THE PLAT OF 1 INCH = 20 FEET
o "POLYGON AT ROSHAK RIDGE
s DRAWN BY: NLF DATE:03/11/20 PACIFIC COMMUNITY DESIGN
z REVIEWED BY: T2 DATE:03/11/20 PLANNING - ENGINEERING - SURVEYING
k PROJECT NO.: 395-010
(503) 941-9484
•
CDESIGNz FIELD REPORT
Page 1 of 1
GDI Project: Polygon-113-05 Prepared By: Trey Klopfenstein
Project Name: Roshak Ridge 1 1/6/2020
Location: SW Bull Mountain Road and SW Roy Report#: 182
Rogers Road, Tigard
Arrival: 1000 Departure: 1030
Weather: Overcast, light rain, 50s Permit#:
Site Visit Requested By: Sam (Taylor Morrison) Met With (on site): Sam (phone)
Purpose: Observe subgrade, Lots 130& 131
Outstanding Issues:
Upon arrival, I observed crew had prepared subgrade for lots 130 and 1 31 , as indicated on the attached site
plan. I observed a skiff of rock placed over subgrade. Subgrade generally consisted of brown silt. I used a %" 0
steel foundation probe to evaluate the relative density of subgrade. Resulting penetrations indicated subgrade
to be generally stiff.
Based on observations and probing, it is our opinion that lots 130 and 131 subgrade 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: Z----7-,//t
f
This report presents opinions med 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 GeoDesign 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.geodesigninc.com
LEGEND
,N LINE TABLE CURVE TABLE
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I ELEVATION DATUM:NGVD 29 SITE PLAN SHEET 4.2