Plans �^ "SOUTH RIVER TERRACE" I4A CO/ rgoO
LOT BLDG 24 0 ?,--00
HUB AND TACK CERTIFICATION
NE 1/4 SEC. 7, T 2 S, R I W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED SEPTEMBER 20. 2022
PREPARED FOR:
o a TAYLOR MORRISON NORTHWEST, LLC.
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703 BROADWAY ST., SUITE 710
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c3 I REGISTERED
a PROFESSIONAL SW COLORADO LANE
_- LAND SURVEYOR
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OREGON
a JULY 9, 2002
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D TRAVIS C. JANSEN
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0 RENEWS: 6/30/2023
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I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 40 0 20 40
f2 I HAVE ACCURATELY SURVEYED AND STAKED THE imMI��
coFOUNDATION ENVELOPE FOR LOT BLDG 24 OF "SOUTH RIVER 1 INCH = 40 FEET
FT' TERRACE".
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r DRAWN BY: MJL DATE;09/22/22
REVIEWED BY: T2 DATE:09/22/22 PACIFIC COMMUNITY DESIGN
z 395-103 PLANNING - ENGINEERING - SURVEYING
k PROJECT NO.:
(503) 941-9484
•
CMDESIGNz FIELD REPORT
Page 1 of 1
GDI Project: Polygon-126-07 Prepared By: Zane Rogers
Project Name: South River Terrace - Phase 1 10/5/2022
Location: SW Bull Mountain Road and SW Roy Report#: 141
Rogers Road, Tigard
Arrival: 800 Departure: 830
Weather: Overcast, 50s Permit#:
Site Visit Requested By: Adrian (Polygon) Met With (on site): Adrian (Polygon) via phone
Purpose: Observe building 24 pad subgrade
Outstanding Issues: FR 79 - Soft Spots, 3 lots on north side of Beemer, west of 165`h (9/22/21)
Upon arrival, I observed Building 24 subgrade (indicated as lot 84 on the attached site plan) had been cut to finish
grade. Subgrade appeared to consist of brown silt. I used a%' diameter steel foundation probe to evaluate the
consistency of the subgrade. Resistance to penetration indicates generally stiff subgrade conditions.
Prior to my departure I spoke with Adrian via phone and recommended that a layer of crushed rock be placed over
the exposed subgrade and keyed in as protection from weather and foot traffic.
Based on observations and probing, it is our opinion that building 24 subgrade observed today and as indicated on
attachments has 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 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
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