Plans (2). ,
( "RIVER TERRACE EAST'
)
, LOT 194
HUB AND TACK CERTIFICATION
•. (-.:'TY or ',GARD, wASHNG-ON CONY, OREGCN i'lizio 1 7- 00525
StiRvVIJD MARCH ',, 2.02C ( 6404 Zaloylirtss 4
PREPARED FOR: ..-- —
POLYGON NCR TH'NE:ST COIVPAN SW LEMONGRASS LANE
70.3 BROADV,'/:.0 ST., SLi rE 5,0
vAN00.1„,i VER, WA,, 98660 in
N
1 '
i i 1
I
____1--- --------1--------4
..- ! ..
•
,/ I — —— --itT 1- - -
/i I 1,',. ,„,
...,, ,
,.... „,,.. , ,
,1 , , , 1 i '-,-,6' PuEL'c UTILTY, '
EASEMENT
6
(
' LOT i ip ,,-
,..,,, LOT •
.0i I r-Tz-1 194 I I 1;:-*. 7•95 196
PI 1 ''."-•
1 e
1 , ,
T1 ] I 1 ! 1 1 1 I
1 ,
,
.
u/ 1 I I 1 i r-3' PUELC ulu 17
5t.
7; ' I 1 I ,i EASEMENT
:-..4
1 7,
'.' REGISTERED -\ -,- N895843"W 4 35.0.0 \:
-;.:,t)\-1 6 R?.• c..PROFESSIONAL —
LAND SURVEYOR 0 0.
Li . - -
- ,
A: 1 TRACT '1;,1' .0=,..
14- ,
§ - REGON I
i; JAN.14,2020 I
NICK A LAFOND I 1
934a4PLS i
1 8 RENEWS: 12/31(2022
• I. -P A•;i`.. O. JANSEN. A REGiSTERED PROFESSIONAL LAND SCALE
',4JR.,!:YoR ;1\1 THE STATE 01'. OREGON, HEREBY CERTIFY THAT 20 0 10 20
5 1 AEE ACCURATELY SURVEYED AND STAKED HE OFFSETS MISIIIIPW. 1.111°TO THE FOUNDATION ENVELOPE FOR LOT 194 OF THE FLAT 1 INCH=20 FEET
'-'.• C,,' 'RIVER TERRACE EAST".
-, DRAWN BY- .12 DAc7 7 , 3/2F./20
' PACIFIC COMMUNITY DESIGN
i ,4 RE.V,EWEC BY:...NILF....,... DATE: 3/26/20
PLANNING -ENGINEERING -SURVEYING
PRO,JEC,T NO: 395-"l
(503) 941-9484
--)
r
•
M DESIGNh • FIELD REPORT
Page 1 of 4
GDI Project:...................._......................._Polygon-129-03..-.........................._................_...........-_..........._Prepared By:_........_...............Andrew Christiano
Project Name: I River Terrace East Date: 31 march,2020
Locatin: SW Scholls Ferry&Roy Rogers,Bvrtn. Report#: 309
Arrival: 0845 Departure: 0930
! 1300 1330
Weather: Partly cloudy,60s Permit#: TBD
Site Visit Requested By: I Rob Howser(Polygon) Met With(on site): Rob Howser(Polygon)
Purpose: l Observe Lot 193 and 194 Footing Subgrade M
• Outstanding Issues: •
Upon arrival,I observed that the subgrade for the continuous footing at lots 193 and 194 had been compacted.
Using a%_"steel foundation probe,I found the subgrade under the footings for lot 193 to be stiff to very stiff and
the crushed rock overlaying it to be dense.The baserock under the footing on lot was found to be loose,and the
underlying subgrade was stiff to very stiff. Based on this we suggested that the contractor remove the loose
material.
I returned to the site later in the day to find the contractor had removed—8-12 inches of the loose crushed rock
under the footings we observed on lot 194.Subsequent probing found most areas to have approximately—4"of
crushed rock with the exception of the locations indicated on the attached site plan and photos which we understand will be
excavated further to remove additional loose rock prior to pouring the footings.
Based on our observations and discussions with Polygon,the subgrade for lots 193 and 194 are being prepared in
accordance with our geotechnical recommendations.
Distribution:
Attachments:Site Plan(1);Photos(3)
Reviewed by: <o:.: ,c`+aq i44 ...
This report presents opinions fiytanied 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 minds in the'Reviewed By"section.
Signature: ...-
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
DESIGN FIELD REPORT
Page 2 of 4
:-,•-.44,•. ,,,74:,,,,,,.:.$,,,, ...,,,,,,,,,,,.,„0 •• ....,‘„ei,, 4, t,, -....,,..--.:,•,,•!..••••••-...,4•%.:x.:.;••..•,,• ,,,,,,,,-„r, ‘1,1,.;,;".•%..-i-et,,;:,
', � �;r' •' � ,�"+, wry �' .� ' ate. k'�;
,,,,,.:,„:‘, . ., .,..,..4.. ,,..4,,...,,,..,.1,,,,,,,,,,,t,:,..„:„„.12.,.:7...„7,11;„:„,,,,,,,,o,7,4.,,,,,<„,,,,,,,lyvt..,„:,
,,,,,,,44,,
,,,,,,,,,,, ,,„,,,,,„,,,,„0...„.„.,,,,,,,...„4.,...„0,....,,,v.,:it.,:,,,,,,v4
� .. ......,k�t�.ey
'it
' * ' _;# ''!S" .v kd. tlC.. yY -fd yam' y '
y A 'yad ,:' ra 'n �' ,
' '''''-'',''''',#'-.44,,-tI:1-T4':',:-,,,,',,,',.:4214;:!'pm.4.114:-,y4..,Aziy,,,,,,'Ar'-!.,,i4‘..4,44,:'-,N,,-;.,',',%,-- ..- - '
1 `tsw 0 a s a { .; ` ,. ram ,: >r `:'„ -
r* ; 5. t "` �y .M„ , ,, ' air„„},
•
4N4
tis � , �, ' a � i '' 'aCsa , r ra I �t N. w 'i Via,•. „ * '
R F ' �a '��r �Y.'3�"�3.iw �k3'� tGff �.�.�x W' w..w..�.�.. °'1 �.£15 ..y,
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
GEO DES IGN' FIELD REPORT
Page 3 of 4
Si!
ewe �",�'�,;::�� � �.� -�
. l 0 ]H h .' X NS 'F T
ii
t mow'2: '*�`,., xys a'F3b- aw`r s��o-, .ttr
art• , �� � �' o`� �w f �Y�- � � " a ,�: �'M
, 140
1� yt� 4
F
`' 4 1sx.'}3 ' ay' } h'a 1.a ry jA 1
n,.. " '`y ' ti"f. . ✓, 4 „ . ... .k3Al . . +S roD`v t .L R
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
MRDESIGN4 FIELD ORT
PageREP4of4
\�\$ `.°�a ' s fir• �"'..�"' .es -. k x a "x•
AA—
`f ,„ .fit ,�, zs
x`may ;,^ '4 Rtli; , FY.\
9
fl '� ; ; yt EEms�..
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com