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Report
/Infir 2.ol1-ao2I7 146541 %) aircIsom5 9t. I "RIVER TERRACE EAST NO. 2" '. LOT 220 HUB AND TACK CERTIFICATION SE 1/4 SEC. 6, T 2 S, R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED APRIL 19, 2019 _,-----4-. — PREPARED FOR: POLYGON NORTHWEST COMPANY — —1-- 703 BROADWAY ST., SUITE 510 VANCOUVER, WA. 98660 __ ---- — t., ..--,-----------• P .-- o ..-------------- ' so =50.41 r\ t.IG 14 13\9`v s ....... ...........• ••••••••..........•.••••••• ammo— ••••..••••• ,............ ""."' ,..., ' 10 Zo co _,-- 0) o "S —6.00' PUBLIC UTILITY ol. c‘a EASEMENT ..--..„„ ' 4._ f, ....--• ...--a -- ------ t. LII c4 n cc; 0 6LOT 221 -0*-4.00 . 221 Y.J LOT 1--• LOT I, ,T) 219 r- 220 r) i P 0 (.§ o 1:1 w 5 • '§ REGISTERED PROFESSIONAL t.3 al 5. LAND SURVEYOR i •""-°°r"'"..,01 ,4*---' . co a) cd el n ..• 1 OREGON .- JULY 9.2002 , i. TRAVIS C.JANSEN c 5A.6° 577'51 .._,55.‘.. 1064'1 ( ) .. 0, RENEWS:6/30/2019 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE THE THA 0 10 20 T 211. .....i....41.0 ! SURVEYORI HAAC CII‘iljRTHATEELVATESURvOEFYEODREAGNODN ,S-r/EAKFTDBYT FOUNDATION FOR LOT 220 OF "RIVER TERRACE EAST NO. 2". 1 INCH =20 FEET . (- 2 DRAWN BY: AP DATE: 4/22/19 , Ls' PACIFIC COMMUNITY DESIGN ., ' REVIEWED BY: 12 DATE: 4/22/19 zPLANNING - ENGINEERING - SURVEYING k PROJECT NO.: 395-064 \.. (503) 941-9484 . 0-g-0 . . soCa) .©O r7 ESIGN FIELD REPORT Page 1 of 1 GDi Project: ., Polygon-129-03 Prepared John Hook Project Name: River Terrace East Date: 09/26/19 Location: SW Scholls Ferry&Roy Rogers, Bvrtn, Report#: 297 Arrival: 1110 Departure: . 1140 Weather: Overcast, 60s Permit#: TBD Site Visit Requested By: Rob Howser(Polygon) Met With(onsite): Rob Hawser(Polygon 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 W 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 oldie presence of our representative,Our work does not indude 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:terming,and preliminary recommendations.The report can only be considered final upon review atilt GeoDeslgn protect manager,:as indicated:by initials In the"Reviewed Br section.; 0191110111 Signature: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I waienr.geodesigninc..com of o, - l�4 F ,, 2 C 12-t›it { >.�.-r S s 'y s: # x x' ..„4-17.-, i.< ! tie«: °reg N'.';, 2 S. t\ H ,3 '� f 1 -r1,--1- t 3'. 1 i<r.r '... §�epi` T'. kW**LSO* ,n., w.t 7 PY4. 9 X :. r } £ ,. �. 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