Plans (2) 11,S7 0a21- 003e4-/ 1 s V 3- j fry 0/1/LIAJ/P/ 1-04 r p
"POLYGON AT ROSHAK RIDGE"
LOT 182
HUB AND TACK CERTIFICATION
NE 1/4 SEC. 7, T 2 S, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED APRIL 13, 2022
_
PREPARED FOR: — — —
TAYLOR MORRISON, INC.
703 BROADWAY ST., SUITE 710
VANCOUVER, WA. 98660 c.)
SW DARWIN LOOP 6
N
N8954.00"W 50.00'
't f t
- - - - - - - -.=.- - - — - ---
N
6.00 PUBLIC \ i UTILITY EASEMENT
t5 0C-6,--
,..
c
<
in `,
It) co
FT?. a ci
o CD CO
LOT w LOT LIJ LOT
t
183 o 182 b 181
P o
, 'f:i co io
P P
o o
co o o
,__ z z
.)
8.00' PUBLIC
UTILITY EASEMENT
e r.,
O '6' 0
5 Icc: '04
-4.
u IN
F.
z REGISTERED - — — — — — — — — — — — — — — — — — — — — —
O PROFESSIONAL
u
LAND SURVEYOR
d N8920'476E 50.00'
m ' •--- ',.....,-<' ,,-----
,-'
a.
OREGON
JULY 9, 2002
a.
TRAVIS C. JANSEN
SW BULL MOUNTAIN ROAD
?5 57751
..." (COUNTY ROAD NO. 262)
.0
, RENEWS: 6/30/2023
0
c I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
g SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I 20 0 10 20
25 HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO ira
51 THE FOUNDATION ENVELOPE FOR LOT 182 OF THE PLAT OF 1 INCH = 20 FEET
I 02 "POLYGON AT ROSHAK RIDGE".
z.—
.F3r DRAWN BY: AY DATE:04/13/22 ----N\
5 PACIFIC COMMUNITY DESIGN
1 ,I REVIEWED BY: T2 DATE:04/13/22
z PLANNING - ENGINEERING - SURVEYING
, ‘ PROJECT NO.: 395-010
(503) 941-9484
____.,
CEDESIGN FIELD REPORT
Page 1 of 1
GDI Project: Polygon-113 05 Prepared By: Heather Herinckx
Project Name: Roshak Ridge 6/2/22
Location: SW Bull Mountain Road and SW Roy Report#: 226
Rogers Road, Tigard
Arrival: 1315 Departure: j 1345
Weather: Rainy, 50's Permit#: TBA
Site Visit Requested By: Sam (Taylor Morrison) Met With (on site): Sam
Purpose: Observe subgrade for lot 179, 182, 183, 184
Outstanding Issues:
Upon arrival, I was informed that subgrade had been prepared for the lots mentioned above and indicated on
the attached site plan. I observed subgrade conditions to generally consist of brown silt. Crew placed approx.
2- to 4-inches of crushed over subgrade. Using a %2-inch diameter steel foundation probe, I evaluated the
relative consistency of subgrade conditions, probe indicated medium stiff to stiff.
Based on our observations and probing, it is our opinion that the subgrade observed today, as indicated on
the attached site plan, has been prepared in general accordance with 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,to 'ng,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
Polygon-113-05
6/2122-HHH
NOT TO SCALE GENERAL NOTES
t .k
,, kaien l
n , e•Lnc+cerill
MATCHLINE KM..xw COMPANY
SITE•P=..HE,
ET:.1 _•• •1
P,dt
T / '`4 ' ' .� - l..lr,ty
,
MU CaSCRIPTIOM
1 F
II
F
J.
„ t ;;;;;;_':
.. 't. 1 - N
vu
« " 4 I Yt M », S. 1 Polygon at
{ / �' ,„ Roshak Ridge
—
a I ,I'r ;r C trucnoN ,meats
. ip 1 , 1 , i , 'q i i 1 1
1 �� , mRu _ //G r t, a _'lB\.S SITE
Atir _ 1 I a \ 44- __ _ $�.'�iS/�}J PLAN
2.. iila} , I
16 t, '. '.' . ”. M M n. n ". "' M „/, IN / ,., 1
e� _—
6 dill
1t L--�' �� r.."
.{ 4.2
ELEVA11ONroktL :NGVD 2%/ 9 �ie!--C� ^ `