Plans (4) 4yzq sus &ele, COS* Tu«6t, Astr201. - voiri
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010 ( "POLYGON AT ROSHAK RIDGE"
Jt4+1 LOTS 87, 88, 89, 90, AND 91 ODICC
41110 HUB AND TACK CERTIFICATION balsf
164.01( NE 1/4 SEC. 7, T 2 S, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED OCTOBER 30, 2020
PREPARED FOR: PRIVATE UTILITY EASEMENT- 3.00' PUBLIC I
TAYLOR MORRISON, INC. LOT UTILITY EASEMENT
703 BROADWAY ST., SUITE 510 92
VANCOUVER, WA. 98660 700 10 I
0 0 I
N89'54'00"W 69.46'�
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N 87 N I
REGISTERED
PROFESSIONAL 13.51'�- - - - - - J
= LAND SURVEYOR r�t�19 �9.4�--`
} N89'54'00"W 68.98'f V
o
M oo ao 6.00' PUBLIC
a b c) ° UTILITY EASEMENT
< OREGON 0 tO tD
JULY 9, 2002 N
G L
TRAVIS C. JANSEN TRACT W
z 57751
o RENEWS: 6/30/2021
I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
o SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20
' I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS
o TO THE FOUNDATION ENVELOPE FOR LOTS 87, 88, 89, 90, 1 INCH = 20 FEET
ED o
AND 91 OF THE PLAT OF "POLYGON AT ROSHAK RIDGE".
o DRAWN BY: FAA DATE: 11/2/20 PACIFIC COMMUNITY DESIGN
REVIEWED BY: T2 DATE: 11/2/20
Z PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: 395-010
(503) 941-9484
CDESIGNU FIELD REPORT
Page 1 of 1
GDI Project: Polygon-1 13-05 Prepared By: Dan Boileau
Project Name: Roshak Ridge 1/15/2021
Location: SW Bull Mountain Road and SW Roy Report#: 187
Rogers Road, Tigard
Arrival: 1245 Departure: 1315
Weather: Overcast 50's Permit#: TBA
._......___..---...-----
Site Visit Requested By: Adrian Adams (Taylor Morrison) Met With (on site): Adrian
Purpose: Observe lots 87-91 footing subgrade
Outstanding Issues: FR-186 1/14/21 Park Slope Failure
*RCSOVLCD*
On arrival, I observed subgrade had been prepared to final elevations within Building 1 (Lots 87-91), as
indicated on the attached site plan. Adrian indicates water had been removed from footings and footing
subgrade had been over-excavated resulting in up to 12" crushed rock section. 3/4"-0 crushed rock had been
placed in footing base and compacted. I used a Y2" diameter steel foundation probe to evaluate the consistency
of the subgrade base on side walls. Resistance to penetration indicates generally medium stiff to stiff
subgrade conditions. Resistance to penetration in granular pads indicates dense to very-dense conditions.
Rock was well keyed and firm under foot.
I observed standing water (-8-12") within spread footing excavations as shown on the attached site plan.
Probing through water indicates generally stiff subgrade conditions. We recommend water is removed and any
potential remaining slough and/or muck is removed from footing base prior to footing pour.
Based on observations and probing, footing subgrade and granular pads observed today and indicated on
attached site plan are being prepared in general accordance with our geotechnical recommendations provided
aforementioned recommendations are enacted.
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 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 recomm ions. 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
Polygon-113-05 - FR187 - 01/15/2021
*Areas are approximate and not to scale*
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— Approximate location of subgrade and granular pads observed today