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Report m 2vig _ ooO �3 I6 skies/4i 041- i GEODESIGN= FIELD REPORT Page 1 of 1 GDI Project: Polygon-129-03 Prepared By: Jordan Melby Project Name: River Terrace East Date: May 2 2018 Location: SW Scholls Ferry&Roy Rogers, Bvrtn. Report#: 222 Arrival: 1045 Departure, 1100 Weather: Sunny, 50's Permit#: TBD Site Visit Requested By: Ken (Polygon) Met With (on site): Marco(Frank Excavation) Purpose: ° Observe Building Subgrade-lot 34 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, contractor(Frank Excavation) had excavated Lot 84 to final subgrade elevation and had covered with 2 to 3 inches of compacted crushed gravel (see site plan). According to the contractor, the crushed gravel was a-inch- minus grade sourced from Tigard Sand and Gravel that had been compacted with a small diesel-plate compactor. The crushed gravel appeared dense and well-keyed. I used a%-inch diameter steel foundation probe to probe through the crushed gravel and evaluate the underlying subgrade. Based on observations of the excavation sidewalls, the subgrade appears to be brown silt with trace sand. Based on probing, the subgrade appears to range in consistency from medium stiff to stiff. Based on our observations, the subgrade areas where observed today and indicated on the attached site plan have been prepared in general accordance with GeoDesign 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 contractors 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. 41#Signature: i " ,r' .4017 owsw"-- 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www,geodesigninc,c ni,57- V oi 8- 000 ci3 16 9 y 0 ski sil4w o.4-Le s-r- r "RIVER TERRACE EAST" LOT 84 HU AND TACK CERTIFICATION NE & SE 1/4 SEC. 6, 1 2 S. R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED MARCH 14, 2016 PREPARED FOR; SW SNOWDALE STREET POLYGON NORTHWEST COMPANY --- 703 BROADWAY ST., SUITE 510 VANCOUVER, WA, 98660 u1. S8958'43nE 41.00' ,•\9'a I, f ...._ ___ ___ ___ . __ _____ _ co I o o co 73 ,60, 29' --1"-- __ 6' PUBLIC UTILITY C I__j EASEMENT 0 E I • •o o t_i_i D a.. z _.v. LU .. .- > b o < o o oz, _ 6 d .-> I r•-• 47) — 1300 . ' LOT LOT ,..: -4-5.00* 0) III 84 4.1 85 (C.> a I-- r., .- 00 - u., oI 0 ,.., o 0 z I z t E IN, 0 0/ 0 REGISTERED 0)* C.5 PROFESSIONAL LAND SURVEYOR _ r Nt 589'58'43"E 55.00' ..-- • c.`4 OREGON ,.... JULY 9,2002 0., TRAVIS C.JANSEN 57751 (;) 0 RENEWS:6/30/2019 .." 0,- s:. 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 ..S. TO THE FOUNDATION ENVELOPE FOR LOT 84 OF THE PLAT 1 INCH = 20 FEET g-- OF "RIVER TERRACE EAST". g /7 e-- DRAWN DATE; 3/15/18 5 BY: FAA PACIFIC COMMUNITY DESIGN 5‘ REVIEWED BY; TCJ DATE: 3/15/18 • PLANNING - ENGINEERING - SURVEYING k 395-041 PROJECT NO.; \.. (503) 941-9484 ...) _ _ NIATCHLINE SITE PLAN SHEET 4.1 t•WM/W rtk'wlWllb la MWli46IY ** �• a Iw'11 - ,,�. _ �,;,• ..r •' W L?W�IR Ia;mlWlt �YwWY>•AItw�IIM ofW '1vMT fi�7 - T �--�_r�_ 1 m, t- m ®-'--!^ AN W�� #IWnl if if7MMl�• ... i I ,.,--- J11KM NN •W`WW 4 ®4#. srE— .r — -- -- reE4 { uO in is 1 W Y W M W W 5k n 5 c7q f J w e : ' $lJ , 3 £Naa Yrs a^ Ri !° t{�.IF.tEf�C .E _ p '37771,168 L. /ixa_'md 6- p64fCn4 T F IIIMIIMUI PIIIII X g 1N 1Cd RE tW W le 37 W tO 15 $I 'Ef. IMY�E SIRET FXl91pP1.LIpGtlYt �I ���/e: 1111M .4. 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