Plans (10) ., I - "RIVER TERRACE NORTHEAST" srAPAI 1900;\
LOTS 6-11 - 0033/
HUB AND TACK CERTIFICATION - 0033
NE AND SE 1/4 SEC. 6, T 2 S, R 1 W, W.M. =��3�
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED MARCH 10, 2021 -_03
PREPARED FOR:i L 2 G 1�
TAYLOR MORRISON, INC. I �0
703 BROADWAY ST., SUITE 710 I`'. 69.33'
VANCOUVER, WA. 98660 N84'38'34
10.00
'' 22.96'
\ I1 LOT
1 11 11
27.00' i 11 N87'31'39"E 31.09' —In 1
N87'31'39"E 1 38.77' I
I NO2'28'21"W
1121.28' LOT 4.67' I o
10 1 0 -6
CV
L' I N87'31'39"E 69.85' 1 0 0
Lu i z
1 \ I I o
Q ° N LOT I Q
cN i 1 0
o 90. 1 c
N o 20.72' N87'31'39"E 69.71'11 I } >-
CY _' I O z
o Q 20.68' LOT N U O
8 H
''
cc
can N87'31'39"E 69.62'
41. 1
LOT 502'28'21"E
0) 121.07' 4.67
0[N00'52'55"E I
0
9.41' N87'31'39"E 38.52' N87'31'39"E 30.87'
1
u
: REGISTERED I LOT
u PROFESSIONAL 6
LAND SURVE OR
i -±-10.32'
II�'''''� _Is"— -�- "22'S SO0'52'55"W
Q
• OREGON I } N89'07'05"W 69.50' + �,,9 0.50'
-
a JAN. 14, 2020 1 co LOT o i
NICK A. LAFOND "' S us
y 93484PLS —600 PUBLIC
,o 1 UTILITY EASEMENT 1
o RENEWS: 12/31/202210
N
c I. NICK A. LAFOND, 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 `
'5 FOUNDATION FOR LOTS 6-11 OF "RIVER TERRACE 1 INCH = 20 FEET
4 NORTHEAST".
2 DRAWN BY: T2 DATE: 3/30/21 PACIFIC COMMUNITY DESIGN
a REVIEWED BY: NLF DATE: 3/30/21
z PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: 395-061 (503) 941-9484 J
•
GEODESIGN 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.
o 39
Do 3�
00
O 33/
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 b4-03 - I-I-{2b - 3/22/2U21
*Areas are approximate and not to scale*
sN °ls�,°FR ,w,c♦owls.+ _ -"`t 1_
JAA'�� .
..,, yr"w n sw¢n m. ILTQR iElI RCiC.C_
WITH wAwnNGmN COUNTY Rm■DCEiEs � 1ip°' «
AMP WPROVENDITS. ,<Aim.
T1rT:
NOT PARE OF Z. MIIIIIi.-17''
nuclr SAS an1 POLYGON MY COMPANY
TN6IFJ,wf 1 TIE m .T
�rtrg_�a=,ln ` r 1 Pacific
// 3P¢ 51 3 - ' --Lop j - ,L< 4 PPM i C'umnu r1itY
5GP5:N..MN� EE1P• ` T 6, -- jElc.,,.. ) 1 '' i ms�w,-v...msmx.,-say
w.m EASDnrt �i — - � NI.-Af USW 9 M� p• � }1 't kr--.. .-eue�P. 1 11" -- - crouEY+t INC
..�. +apA M' i c����� 1 in p .'� s\y �! P II. L, hop ._ REVISIONS
�� _� 11'Y m 7 1' 1 ; ( 'i 3Zy w]♦ SW FPErurCx _ •_o m`::.n'r DATE DESCRIPTION
TIE,rm. _aJQ_ ; / >.W MSM • - i Pr �—
.. L.'�...._..._ _ _. _ .7.„o 'd
IEWTENARY
tnlmmEna I /� % / I .1.....:,!,..
�+
EASEEENf , 7'
•
267
rrrmu,J 1 �i I , J
' Nc 1 • LINE TABLE 'K
•
GLICK
EASEMENT ]1, i • O �' LIME LENGTH 1FM11G '/.le
LI 156.76 YE TV IEEE
%.fir.%%.' %%i.�/Il/.7•I%%%\ i��•� }rt_. �� ! 3 1 11 ,O,.H Y'4'SS�II J
,s.m -- 1a.m n"r 42 u MEN sr'a,sc ' ,AL:llj
~ � Sw�Eo5E5 HOLLOW " --� � I' o u a.Y w•or,n %il .w�a� 4
iii..l «-• -. �■�� rc u ,ll.w rrH•Yve / � °w°Jc�>
•/ .. s. ,.s+: te... I7 l I- m u NIT 1r,P-E / /rP, s. °.mI,$
;, 1%•• MSFMFMiSAW T .—� %l llllll. t I n,.R - ,61031-.,..-_._ J P. *et. y�
.F l tNWAY PDC m. a`
.11
�•l MERIN CLOD U A.OP Sr'N61EF M. i' iCMA
a .• 1\ T1A\TJIBE Ell '
--y,q .i i 1 CURVE TABLE 1 '/.il GNPs:ELK MI 3011
♦ ■ 11/ W.NE. NPPE D� WEDmPM�RN
8 �•••''•....;„• P.Y W N sR WM AND vEa v 9,u l all!: River Terrace
'. 1 n 1n.Y 'UN m•Yr4 <C East No. 3
Approximate location of
51.15 SECT ZIT
�� Construction Documents
',',fa y ` subgrade observed today >..W 0 UM WE •''_ SRIw
li \, ,
� _ u rY a Pn.vorc LE g SITE PLAN
r= If_
•` 40_i { . U SY.a 1r.Y NNE YRYC • 10®RIGHTdf.M.r %,
.. nn®WO WED CARTER
33.
i%
i' IIY®CENEGUE
—-—MENG CENTERLINE
ROM.PUKE mull'PA90(AT, .. [mr;
¢nr<N
8 EL
1111P®P 1Y LINE
MCl1Ell4P 47 imi[i
———— ING �
'J Drn IIIO9TY LIE € 57 5E■wrtW GAIT
7 F),IING IOImfMRI DK END IU11NiTW MR ll!5R111
P1M9 MINIM WE
R `® MOP®HWOGPRNW
F 121 PPOPG4D wlWw TAMP (ii)
` '010050AG PAYING
rA nom.soo.EN
.....i�
vizzz/i n�AE nm"NS Ste_TO
.
G� x
1n ;+9 E WING 50E Alit 1 INGH=M FEET
♦ ELEVATION DATUM:NGVD 29 _. ..., .,
♦