Report (19) 0157-2 0/7 - 002/7 i 6 973 ..5-e..t.)
r- "RIVER TERRACE EAST' N\
LOT 192
HUB AND TACK CERTIFICATION
NE & SE 1/4 SEC. 6, T 2 S. R 1 W, W, 4.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED NOVEMBER 14, 2017
PREPARED FOR:
POLYGON NORTHWEST COMPANY
703 BROADWAY ST., SUITE 510 TRACT "M" 2
-
VANCOUVER, WA, 98660 b --
A-
I , \N89.58`434'W 332.00*/
I 3' PUBLIC UTILITY
EASEMENT
I I
II
It
I 1
11 -8
a
._ cs
1 i
LOT 41." LOT w LOT
-4,
r%
-4<i• ii 193 , 192 I", 191
.
i 1 ,-
40
8
5 Ii z 2:
z
I 50O'- -
c., 10,
I
6' PUBLIC UTILITY
I I EASEMENT
x \ I
iN
4.1
— —N.,.— — —— — — ". ..8
• 4;7, , _ *-4
--- ts"
1:1
I i \
e
S8958'43“E 32.00'
fF REGISTERED ...\
PROFESSIONAL
x LAND SURVEYOR
(Ni
m
SW FRIENDLY LANE
) OREGON
JULY 9,2002 — _
›.., TRAVIS C.JANSEN
-I G
57751
,43
a RENEWS:6/30/2019
,---
2 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
i SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
09 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS laciii"6/111111111.11
.9- TO THE FOUNDATION ENVELOPE FOR LOT 192 OF THE PLAT 1 INCH = 20 FEEr
074 OF "RIVER TERRACE EAST".
6 - - -
% 7-
-- DRAWN BY: 12 DATE 11/19/17
PACIFIC COMMUNITY DESIGN
REVIEWED BY TCJ DATE 1'1/20/17
-:-.' •
PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: 395-041
\.- (503) 941-9484
.1
r
EDESIGN_ FIELD REPORT
Pa Qe 1 of 1
GDI Project: Polygon-129-03 - Prepared By: Ken Buckingham
Project Name: River Terrace East Date: 12/27/17
Location: SW Scholls Ferry&SW Roy Rogers, Report#: 181
Beaverton
Arrival: 1215 Departure: 1330
Weather: Cloudy, 40's Permit#: TBD
Site Visit Requested By: Tom w/Polygon Met With(on site): Tom (via phone)
Purpose: Observe Footing Subgrade for lots 180-192
Outstanding Issues: Proof roll road and curb base rock and repair as needed before paving
FR-58(12/06) Decommission temporary storm and sewer lines through Tract E
FR-163 Deflection in roadway
FR-177 soft fill from slope cut in lots 153, 154 and 155
Upon arrival, I talked with Tom from Polygon on the phone. He indicated the location of lots 180-192 (see attached
site plan)where the subgrade evaluation was requested. Using a W'steel foundation probe, I evaluated the
subgrade. Resistance to probing indicated a medium stiff to stiff subgrade.
In lots 189, 190 and 191 we observed roots approximately%2"to 2"in diameter. We recommend over excavating 1'
and backfilling with crushed rock in areas with a concentration of roots, within footing locations in lots 189, 190 and
191.
Based on observations and probing, the subgrade observed today appears to have 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 CeoDesign project manager,as indicated by initials in the"Reviewed By"section,
Signature: •, f
15575 SW Sequoia Parkway,Suite 100 I Portland,OR 97224 I Off 503.968.8787 I Fax 503.968.3068