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Report
n151 2011- 0026/ 0 MO 4 5(A) G i cicoT 5+• (-- 'RIVER TERRACE EAST NO. 2" .."\ LOT 221 HUB AND TACK CERTIFICATION SE 1/4 SEC. 6, 1 2 S. R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED AUGUST 9, 2019 PREPARED FOR: POLYGON NORTHWEST COMPANY 703 BROADWAY ST., SUITE 510 VANCOUVER, WA. 98660 - - . ........."-....- ...................* ....... b SW BIRDSONG STREET 0 di L=20.44--\ SEI9'58.43E 29.57' ‘ 1 i -----'--------------- -- - --- ---- - T , --- - *"f - - - - — - ---11- k) g - -- - •.. 6.00' PUBLIC UTILITY E __ EASEMENT a _03 6.00'-e- -..-4.00' - b ,r5 sa 0 d ,co to ow ., ow LOT -- • LOT 1,-.. , 222 I i.J r••• 221 • tr, LOT P 0 a) 0 8 cn t 220 tn a f REGISTERED 6 PROFESSIONAL E LAND SURVEYOR eh (.34 vi 1 1 .00efltzt._ ;;i 1OREGON JULY 9,2002 TRAVIS C.JANSEN 1418212e:25"E (i) t 57751 (A. 8 RENEWS:6/30/2021 ..- I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 2( I HAVE ACCURATELY SURVEYED AND STAKED THE SCALE IWITI FOUNDATION FOR LOT 221 OF "RIVER TERRACE EAST NO. 2". 1 INCH = 20 FEET 1 1 5 1.. DRAWN BY: l'AMJ DATE: 8/15/19 --) PACIFIC COMMUNITY DESIGN REVIEWED BY:. 12 DATE: 8115/19 i PLANNING -ENGINEERING - SURVEYING , 1 PROJECT NO • 395-°64 \.... (503) 941-9484 .1 01 60 -v--q 0 v\k5 ° F ®ESIGNY. FIELD REPORT Page 1 of 1 GDI Project: Polygon-129-03 _...__� Prepared By: John Hook Project Name: River Terrace East Date: 09/26/19 Location: SW Scholls Ferry&Roy Rogers, Bvrtn. Report#: 297 Arrival: 1110 Departure: 1140 Weathers Overcast, 60s Permit#: TBD Site Visit Requested By: Rob Howser(Poly»on) Met With (on site): Rob Hawser(Po .on M_ Purpose: Observe subgrade for lots 219 through 223 Outstanding Issues: none Upon arrival, I observed that form work for lots 219 through 223 had been completed. Subgrade under the form work consisted of structural fill(for the northern portion of the lots)and native silts(for the southern downslope portion of the lots). Using a 3 "steel foundation probe, I evaluated the relative stiffness of the subgrade beneath the form work. Soils within the building footprint and beneath the form work were generally stiff to medium stiff where probed. Based on our observations,and probing,the subgrade beneath the building footprint and footings for lots 219 through 223 was prepared in general accordance with site plans, and 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 riot responsible for site sirfeW.Thls:field report is at DRAFT representation of our field observations;testing.and preliminary recommendations*The report can only be considered final upon review of tieGeoDesign project manager,as indicated byinitials'in the:Reviewed @y'section. Signature: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968,8787 I www.geodesigninc.com re pot ,^-- (� (- 3 R , 2c( t {' --- ..xp '"3 t « °`' a € 1 at`` ,"., '' „, r.,i ,w,.� x .s. ,...�.rw . • % �w , x. .s Y y F , ,• *: ;,,,,„,i .._.. } „«7,.'A. TOM s`t.s� • pi ,„ a. a i F �: I r '. fr d' sa aeo.x +cK 'w "P' d xx\ • ps: t ..,1 x « f " „.. ;I ` Y! .x A ;., -,. nr ..m,.,. } 3 �'G ° & t 3 l-! v '� r.Y rd I Ran. * zbv.( xba k .. ""'�. ..'^�..:wi" «t � f .may a h, � F ice, -i .�."t•. �~ ,..„„,,,,,,,-11'; < d �" .,::€:� d.< ., `e j i 4 f_\1�M.Yk� `��,VRJI, Q/t71fAC4. w i } Yd « "a w � Vis= a ��1 �•.: rwwu :a w szhL i,,,' a :' 3F d` gip` T a a 3 A 3 £L d F f x i ,, �e t Y �i ' <., t�f rca,cxwrnw,w 407„;:,,-•-, ,, ,„1:,;.,., --.,..„......, i.,11,,it .4 C 1 f ITI fy 2AII , iv r F a £ ,, a�"'„,, e” t (4k((; )w.IuoNANA1c iiisii p p :::; ,,,,,,,,, .i.--,- � , s - - e'j- te, ,- ' "t:. 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