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Report (5) r -rolt>`S 00 ( c{co k J L C\ ( ‘ \.,ti-. • DESIGNS FIELD REPORT Page 1 of 1 GDI Project Polygon-129-03 Prepared By: Kyle Hanson Project Name: River Terrace East Date: May 8, 2018 Location: SW Schoils Ferry&Roy Rogers, Bvrtn. Report#: 223 Arrival: 1030 Departure: 1100 Weather: Sunny, 60's Permit#: TBD Site Visit Requested By: J Ken (Polygon) - Met With (on site): None present Purpose: Observe Building Subgrade(Lots 161-165) 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-177 soft fill from slope cut in lots 153, 154 and 155 Upon arrival, I observed subgrade for lots 161-165 where indicated on the attached site plan. No crew were present and I was unable to reach Ken with Polygon via phone call. I used a'Y2"diameter steel foundation probe to evaluate the subgrade's consistency, which appeared to consist of brown sandy silt overlain by approximately 2"of crushed rock. Probe penetrations (through the crushed rock granular base) indicated generally medium-stiff to stiff subgrade conditions today. However, roots and other organic wooden debris fist-sized or larger were observed protruding from the subgrade surface where indicated on the attached site plan (S end of lot 165, uppermost hillside benches/cuts). We recommend removal of this deleterious material from the subgrade prior to pour. • Based on observations and probing, it is our opinion that the subgrade for lots 161-165 observed today,where indicated on the attached site plan, has been prepared in general accordance with our geotechnical recommendations contingent upon deleterious material being removed from the subgrade prior to placement of footings. 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 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 Bi''section. Signature; 4009, e I 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com T & — 00 (L, T 1- "RIVER TERRACE EAST' LOT 161 HUB AND TACK CERTIFICATION NE & SE 1/4 SEC. 6, 1 2 S. R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED APRIL 10, 2018 PREPARED FOR: 6' PUEILIC UTILITY POLYGON NORTHWEST COMPANY EASEMENT 703 BROADWAY ST., SUITE 510 VANCOUVER, WA. 98660 S89•58'43"E 65.00' I / 25' N 43) at_ c\I 0 q \-—— IU.1 * LLI N > F...* b ,- 0o I . < iv" b , s0) 0 os LOT 5,00LOT z to to 162 w * 161 1.-. ('DI 8 I . ... z I - 10,00' -Lt 47) —————— - I c Zio o b tr-- a>" 'e•-• REGISTERED ' ' i IT i A L-21.99* 6 PROFESSIONAL i-- LAND SURVEYOR 689'58'43"E 51.00' , -0 OREGON o4 JULY 9,2002 -- ).. TRAVIS C.JANSEN .t. 57751 = SW FRIENDLY LANE ,.., ca RENEWS:6/30/2019 -- .2 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE g SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20 ,.. 2 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS 111116"1. 111111111.1 9 TO THE FOUNDATION ENVELOPE FOR LOT 161 OF THE PLAT 1 INCH = 20 FEET 0.; OF "RIVER TERRACE EAST". ,4 5--) DRAWN BY: T3 DATE, 4/13/18 PACIFIC COMMUNITY DESIGN .9 REVIEWED By: TCJ DATE: 4/17/18 -- PLANNING - ENGINEERING - SURVEYING PROJECT NO.. 395-041 (503) 941-9484