Report (2) , AoS? .5t-42 (b1,444&
"CREEKSIDE AT SOUTH RIVER TERRACE"
LOT 12
HUB AND TACK CERTIFICATION
NE 1/4 SEC. 7, T 2 S, R I W, WAR
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED SEPTEMBER 29, 2022
/ /
PREPARED FOR:
_ _ TAYLOR MORRISON NORTHWEST
_ _ _ _ _ _ _
703 BROADWAY ST., SUITE 710
VANCOUVER, WA. 98660
/
N89'33101"E I / /
32.00' I / 1
0
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j) TRACT A .+'
, 3,00' PUBLIC
E .5'6, 0
0. elS I UTILITY
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1. I EASEMENT
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0 I REGISTERED c). EASEMENT
7) PROFESSIONAL N8933'01"E
c. _
,-) LAND SURVEYOR 32.00'
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z o . r`-7 SW DARLING LANE
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< OREGON
JULY 9, 2002
.411.
TRAVIS C.JANSEN — — — — — — — — —
57751
1 IA I
0 RENEWS: 6/30/2023 1 I
P)5 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
.6 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30 0 15 30
Ca I HAVE ACCURATELY SURVEYED AND STAKED THE ,..melimIllm8MIIM
8
.- FOUNDATION FOR LOT 12 OF "CREEKSIDE AT SOUTH RIVER 1 INCH = 30 FEET
c.)
TERRACE".
2
ii--) 1.
DRAWN BY: MJL DATE:09/30/22
_ PACIFIC COMMUNITY DESIGN
REVIEWED BY: T2 DATE:09/30/22
PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: 395-103
(503) 941-9484 I
7
XRDESIGNZ' FIELD REPORT
Page 1 of 1
GDI Project: Polygon-1 26-08 Prepared By: Cole Younger
Project Name: 1 South River Terrace - Phase 2 1 1/30/22
Location: SW Bull Mountain Road and SW Roy Report#: 140
Rogers Road, Tigard
Arrival: 0930 Departure: 1000
Weather: j overcast, 40's Permit#:
Site Visit Requested By: Rich w/Taylor Morrison Met With (on site): Rich (Taylor Morrison)
Purpose: Probe building pad subgrade
Outstanding Issues:
Probing Subgrade
I probed the exposed building pad subgrade at locations indicated on the attached site plan using a Y-inch-diameter
steel foundation probe. Exposed subgrade visually consisted of brown sandy silt. Resulting penetrations indicated
the exposed subgrade at probed locations is stiff to very stiff.
Based on our observations and probing, it is our opinion the exposed subgrade at the locations and elevations noted
above has been prepared in general accordance with the project geotechnical report and our field recommendations.
Distribution:
Attachments: Site plan (2)
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 NVS project manager,as indicated by initials in the"Reviewed By"section.
Signature: Code ywows
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
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ALI EY LOT COUNT 23 -,1 TaylorMorrison
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DUPLEX LOT COUNT 8
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