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Plans /4 sTwol - 00 17 1 111201 ( StAl "POLYGON AT ROSHAK RIDGE" LOTS HUB AND TACK CERTIFICATION NE 1/4 SEC. 7, T 2 5, R 1 w, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED MAY Z 2019 PREPARED FOR: POLYGON NORTHWEST COMPANY 703 BROADWAY ST., SUITE 510 VANCOUVER, WA. 98660 300' PUBLIC 6.00' PUBLIC UTILITY EASEMENT U TILITY EASEMENT 25.00' LOT 7 10.00' 10.00' 6 0 'Vo, N89•54'00nW 80.00' t b r 8 . - (0 w < (0 Pe) o co r) 5.00' z t., 17,25.1----0— La Li LOT > * < 1--- , 8 0 (..) o p cc cq. < cc 0... I— I .*:48 ' P Is, .g.g. 0 0 .,.) z tn — —— */ w w N89.54'00"W 80.00' f v, a iI TRACT A 0 ci c I 0 _ `.6 .0 ,e• t-2 f REGISTERED *NN0 8 , PROFESSIONAL ± LAND SURVEYOR o 0 .cn ..,- tx. <., OREGON . ., JULY 9,2002 0,.. TRAVIS C.JANSEN ).. 0.) 57751 ,,,. 0 RENEWS:8/30/2019 '.,- t I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE 9 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20 0 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS 111...e16.1111116 ....- TO THE FOUNDATION ENVELOPE FOR LOT 8 OF THE PLAT OF 1 INCH = 20 FEET 0 3 "POLYGON AT ROSHAK RIDGE". ilzi 7-- ,-- DRAWN BY: JAP DATE: 5/2/19 5 PACIFIC COMMLINITY DESIGN REVIEWED BY: T2 DATE: 5/2/19 PLANNING - ENGINEERING - SURVEYING PROJECT NO,. 395-010 (503) 941-9484 G EODESIGNZ FIELD REPORT Page 1 of 1 GDI Project Ir Polygon 1 13 05 ,,, Prepared By: Daniel Stai Project Name._. Roshak Ridge___.................._._......_..__.,,......,.__.__....:......_......_.._...._____ __. 05/29/2019 Location: SW Bull Mountain Road and SW Roy Rogers Report#: 143 Road,Tigard Arrival: 0920 Departure: 0930 Weather: _ Cloudy, 60's Permit#: MST2018-00336 Site Visit Requested By: Toby(Polygon Homes) Met With (on site): Toby(via cell) Purpose: Evaluate Lot 8 Subgrade Outstanding Issues: I observed contractor had excavated lot 8 to finished subgrade elevation and had placed 1 to 2 inches of loose recycled crushed concrete over the subgrade. Subgrade soil appeared to consist of light brown silt to brown silt with gravel. I used a Y2 inch diameter"T" probe to evaluate relative consistency of the subgrade, which was observed to be stiff to medium stiff based on resistance to penetration of the probe. Based on our observations and testing, it is our opinion that lot 8 subgrade observed today has being prepared in general accordance with our geotechnical recommendations. Distribution: Attachments: Site Plan(1) Reviewed by : (w,._ fir` 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 prehtoirlat}recoronaen a ri'` ,The report can only be considered final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By'section, Signature; 111111*,... 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com c In av IF --) Z L 1 .w"'. r4 I1fl 3r $, Ak0 iLlfin: i L taiaFP ,, , i I t. II -1 4 a R E p .,i r a , ; j 0. , Tam+ li 9 gy z '! :. & _ x �1 lij!IL.pail g. F. gwE ( A sa k r fl ,4(` 4 V i IT40 1 , a r I.P .11a1AY a • gg 1 1 I A7 € yy t M�M X& kx 1_ L t o 711" tIII!!I 31 1 c ,e 4!A'�°, ...: 1 9� i a a 2 A G u 3 a A i ill� f !! 1 1, 1._7 (L t gg a _ .. t 11131 a a s" .- "' s4 2/�'^� .. T A 5,,E.. 1 5 a i i 3 :. 13 1 A1 j e 1 °¥Aad + a • Ilii �"\\Ajll $ k$ *4 P 1 N €39 i-@ a - P g. a A I 1 . ,,. ,,,,,,‘,\.,.,. _ ... : .,,,.,.,,,,z,„._., .„..,_ ,,,,_..„.q c)_... I . . �_ . __,....