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Report (10) 'RIVER TERRACE EAST LOT 201 HUB A.ND TACK CERTIFICATION NE & SE1/4SEC. 6, T2S. R1 W, W.tv1. CITY OF TIGARID, WASHINGTON COUNTY, OREGON SURVEYED OCTOBER 4, 2017 PREPARED FOR: - - POLYGON NORTHWEST COMPANY feCeget 703 RRDADWAY ST.., SUITE 510 SW LEMONGRASS LANE VANCOUVER, WA. 98660 'to 04 t� N89'JB`430/ o, 6' PUBLIC UTILITY t 32.00' f jr.EASEMENT t b C ct b a 03 gi LOT LOT 3.0O'- - LOT w 3'°°' .Qt LOT LOT r. 199 200 wI 201 202 203 - *r. 0 a 18 0z I V. REGISTEREDA.s 'N$9'58'43"W 32,40' PROFESSIONAL ¢a ' . , �- LAND SURVEYOR — 3' PUBLIC UTILITY 1- TRACT "M" EASEMENT ' OREGON — - 4. JULY 9,2002 TRAVIS C. JANSEN t 57751 RENEWS:6/ 0/201 1, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS1 f TO THE FOUNDATION ENVELOPE FOR LOT 201 OF THE PLAT 1 INCH = 20 FEET OF '"RIVER TERRACE EAST". !{DRAWN BY: T2 LATE:10/30.f17 PACIFIC CMMUNIT ' DESIGN N 6 REVIEWED BY: ICJ DATE:1O/3O/17 PROJECT NO.: 395-041PLANNI G - ENGINEERING SURVEYING (503) 941-9484 Y EODESIGNz 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 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%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 nokoksponsible 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 rcWewof thoe GeoDesign project manager,as indicated by initials in the"Reviewed B/'section. Signature: 15575 SW Sequoia Parkway,Suite 100 I Portland,OR 97224 I Off 503.968.8787 I Fax 503.968.3068