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Report (13) 1/1t. 7-vfe217— occeAz "RIVER TERRACE EAST" LOT 204 1 6-p-fc-r S&) Z.(' HUB AND TACK CERTIFICATION NE & SE 1/4 SEC. 6, T 2 S, W, W.M.R 1 • CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED OCTOBER 24, 2017 PREPARED FOR- . _ _ 7efetit... _ _ _ POLYGON NORTHWEST COMPANY SW LEMONGRASS LANE 703 BROADWAY ST., SUITE 510 VANCOUVER, WA. 98660 - 4 0.4 -o. - tt) Nt -*ts eV N89.58*43"Vi 2..5' 6' PUBLIC UTILITY 32.00F EASEMENT —— — —— — — — — —— — — — — t—— -- - —— — —— —— — —— — — ——— — 0 0 .-- ..,.. _ cs ' b 0 F.- ‹ co a) gi. 3.O0'-0.- LOT LOT La la LOT La * LOT LOT r, i-,. - 202 203 , 204 , . 205 206 , .... P %).- o o 8z 2 z ca ..., 3' PUBLIC UTILITY 0) EASEMENT lo —\44 •,,. c o .... - y 1 , REGISTERED 7 N89•58*43"W t 32 00 " . . 8 PROFESSIONAL ") 4,t b LAND SURVEYOR 4.7 - — -- — 0' TRACT "M" 0.., . <C,5 OREGON ."--. JULY 9,2002 a., -- -- - - -- - - - - - - - - TRAVIS C.JANSEN 57751 ,.6 RENEWS:613012019 ....- ,E) I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE I SURVEYOR IN THE STATE OF OREGON., HEREBY CERTIFY THAT 20 0 10 20 09 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS linmulindlilla.11. .9- TO THE FOUNDATION ENVELOPE FOR LOT 204 OF THE PLAT 1 INCH =20 FEET '‘.-- OF "RIVER TERRACE EAST". ‹T) r i i ,-- DRAWN BY: T2 DATE:10/ 30/17 E- PACIFIC COMMUNITY DESIGN 5 REVIEWED BY: TCJ DATE:10/30/17 - z PLANNING - ENGINEERING - SURVEYING PROJECT NO.: 395-041 (503) 941-9484 \... t EODESIGN_ FIELD REPORT Page;1 of 1 GDI Project: Polygon-129-03 Prepared By: Kaden Kinser Project Name: River Terrace East Date: 10/31/17 Location: SW Scholls Ferry&SW Roy Rogers, Report#: 176 mmu . r. Beaverton Arrival: 1415 Departure: 1445 Weather: Clear, 60's Permit#: TBD Site Visit Requested By: Tom (Polygon) , Met With (on site) ', Tom Purpose: Observe Footing Subgrade Lots 201-207 Outstanding Issues: Proof roll road and curb base rock and repair as needed before paving FR-58 (12/06)Decommission temporary storm and sewer lines through Tract E FR-163 Deflection in roadway Subgrade Upon my arrival I was directed to observe building subgrade for lots 201-207. I observed the subgrade for lots 205, 206 and 207 consist of brown silt while I observed the subgrade of lots 201, 202, 203 and 204 consist of brown subgrade with a 1-2"top layer of%"-0 crushed rock. II used a%z"foundation probe to test the relative density of the subgrade. Upon probing the subgrade appeared to be stiff(1-3"of penetration). Based on observations and probing it is our opinion that the subgrade observed today has been prepared in general accordance with 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 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,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: 15575 SW Sequoia Parkway,Suite 100 I Portland,OR 97224 I Off 503.968.8787 I Fax 503.968.3068