Plans (4) .. 1 "RIVER TERRACE NORTHEAST' AST�?i9;4-0(/10
LOTS 6-11 - 00 33/
HUB AND TACK CERTIFICATION - 003 ''
NE AND SE 1/4 SEC. 6, T 2 5, R 1 W, W.M. --ea 53y
33
CITY OF TIGARD, WASHINGTON COUNTY, OREGON ,
SURVEYED MARCH 10, 2021 -0133�
PREPARED FOR:I LOT 1'
TAYLOR MORRISON, INC. N �2 ' o$$
703 BROADWAY ST., SUITE 710 69 33• ,
VANCOUVER, WA. 98660 N84'38'34"E 10 00'
—� 22.98'
LOT )
11 II
27.00' I N87'31'39"E 31.09'
N 87'31'39"E I 38.7 7' l
I �� NO2'28'21"W o
21.28' LOT 4.67'
I 100 �,
�' I N87'31'39"E 69.85'
cc o
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a cn
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1 0 `C I 9 o o
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RI 0 rn 20.72' —` N87'31'39"E 69.71'
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-
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v(i I N87'31'39"E 69.62' -'
I
= I LOT SO2'28'21"E
7 /
m 121.07, .. . 4.67'
ID N00'52'55"E I
9.41' N87'31'39"E I 38.52' N87'31'39"E_ 30.87'
.° i
REGISTERED I LOT
v PROFESSIONAL 6
LAND SURVEYORI
.o I 4 10.32'
22,57' 1
SO0'52'55"W
L('- : 11 I } N89'07'05"W 69.50' ,, 10.50'
OREGONJ I ; I •95.
JAN. 14, 2020 I 00 LOT o
NICK A. LAFOND "' S (o
N o 93484PLS 6.00' PUBLIC
o RENEWS: 12/31/2022 i UTILITY EASEMENT '0
•
m I, NICK A. LAFOND, A REGISTERED PROFESSIONAL LAND SCALE
2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
I HAVE ACCURATELY SURVEYED AND STAKED THE
9 FOUNDATION FOR LOTS 6-11 OF "RIVER TERRACE 1 INCH = 20 FEET
o NORTHEAST".
DRAWN/ BY: DATE: 3/30/21
0 N
PACIFIC COMMUNITY DESIGN
REVIEWED BY: NLF DATE: 3/30/21
z 395-061 PLANNING - ENGINEERING - SURVEYING
PROJECT NO.:
(503) 941-9484
GEODESIGN_V
FIELD REPORT
Page 1 of 1
GDI Project: Polygon-164-03 Prepared By: Justin juggert
Project Name: River Terrace East No. 3 - Phase 2 Date: 3/22/21
Location: 16973 SW Friendly Ln,Tigard,OR Report#: 26
Arrival: 0800 Departure: 0830 _
Weather: Overcast, 40's Permit#:
Site Visit Requested By: Adrian (Taylor Morrison) Met With (on site): Adrian (Phone)
Purpose: Evaluate subgrade for Lots 270-275
Outstanding Issues:
On arrival, Adrian (Taylor Morrison) informed me that crews had cut subgrade to finished elevations within Lots 270-
275, as shown on the attached site plan. I observed that crews had placed —1-2" of crushed rock over subgrade. I
observed subgrade to consist of brown silt with sand (excavation sidewalls). Using a%"foundation probe I evaluated
the relative consistency of the subgrade. Resulting penetrations indicated generally stiff subgrade conditions.
Based on our observations and probing it is our opinion that the subgrade observed today, in areas observed today,
has been prepared in general accordance with our geotechnical recommendations.
Msf 920,1eoo 35-
O'-39
00331
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
roiygon-i b4-u3 - I-H2b - 3/22/2021
*Areas are approximate and not to scale*
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