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Report ' C "RIVER TERRACE EAST" A &?M & ) triHCAreV4 Sj LOT 202 HUB AND TACK CERTIFICATION NE & SE 1/4 SEC, 6, T 2 S. R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED OCTOBER 24. 2017 • - PR PARED FOR: (6)009 POLYGON NORTHWEST COMPANY SW LEMONGRASS LANE 703 BROADWAY ST., SUI TE 510 VANCOUVER, WA. 98660 In ...... - (NI to c N895843“W 2? 6' PUBLIC UTILITY 132.0 0. EASEMENT f — — —— — —— — — —— — — — — —— — — — —— --- — —— ——— —— --— — — — -0 0 a; •01 0 8 P 0 to 0 3.00'—•,— co tn w • -50-3,OD* 44 LOT LOT LOT LOT * LOT La •- g -0 200 201 ,— 202 .r.,. 203 204 ps, — * -- r P ;3 0 P 1.3 0 0 O z 0 z N I M I = 40 a 1 .2: _ ____ __ _ _ _ _ _ _ _ _ \x _ __ dt../N898.43Wi 32=00 .‘, 3' puBLIC UTIL1Ty ..._ E REGISTERED EASEMENT 8 PROFESSIONAL 4t3J 0 vl, Qy ,-.- LAND SURVEYOR -- —— — tti— — It 'b TRACT "M" T CT M. — P`..) ct OREGON — — ---— ——— —— — —— ——— —— — — — —— — — — ' .-- JULY 9 2002 a- * SI TRAVIS C.JANSEN e 57751 ? \,... 0 RENEWS:8/3012019 ,..‹ ,P 1, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE tl SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS ri'lliTSMI 0, 9 TO THE FOUNDATION ENVELOPE FOR LOT 202 OF THE PLAT .1 INCH = 20 FEET OF "RIVER TERRACE EAST". 0,ie T., \ DRAWN BY: — DATE-10/30/17 ...., PACIFIC COMMUNITY DESIGN 5t-- REVIEWED BY: ICJ DATE:10/30/17 .• z PLANNING - ENGINEERING - SURVEYING PROJECT NO.: 395-041 (503) 941-9484 ‘,..... .1 G EODESIGNFIELD REPORT Pace 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 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. I used a Yz"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 include supervision or direction of the contractor,the contractor's employees or agents;Our firm is niat Misiansible 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 oy initials in the"Reviewed BMJ'section. rkaortz Signature: 15575 SW Sequoia Parkway,Suite 100 I Portland,OR 97224 I Off 503.968.8787 I Fax 503.968.3068