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Report (38) 1M.ST aolAe -- OoS .a. 824 SE 12th Avenue 7S oG � SGhv�(Yr-GP Portland,OregonGEO Consultants Tel(503)616-942597214 FIELD OBSERVATION REPORT www.gcnweb.com Northwest, In PROJECT ID Report Number 1 149 - Heritage Crossing - Home Construction Page 1 of 1 14 OWNER/CLIENT OWNER/CLIENT REPRESENTATIVE DATE DAY OF WEEK D R Horton (DHI) Reed Couch February 22, 2017 Wednesday GENERAL CONTRACTOR GENERAL CONTRACTOR REPRESENTATIVE ARRIVAL TIME DEPARTURE TIME DHI John Clarken 0830 0930 GRADING CONTRACTOR GRADING CONTRACTOR REPRESENTATIVE WEATHER/TEMPERATURE PERMIT G-Cam Sergey G. PC, 39T TYPE OF WORK SOURCE AND DESCRIPTION OF FILL MATERIAL GCN REPRESENTATIVE Structural Footing Subgrade Evaluation Robert Pendell LOCATION OF WORK CONTRACTORS EQUIPMENT OBSERVED IN USE Lot 19 Mid-size Tracked Excavator CONTRACTOR ACTIVITY,OBSERVATIONS,CONCLUSIONS,RECOMMENDATIONS: I made this site visit today at the request of Don Durst to evaluate structural subgrade soil for single family residence that will be constructed on Lot 19. I met with John Clarken during site visit. At the time of my arrival the G-Cam had excavated the lots to structural subgrade elevation. G-Cam will spread 3/4"-0 over the subgrade once it is approved. I observed and probed the subgrade using a Y2 inch diameter steel foundation probe. The subgrade was stiff to very stiff. Based on observation and probing, it is our opinion that the subgrade on Lot 19 will support lightly loaded residential home with allowable bearing capacity of 1,500 pounds per square foot and will perform as intended. A Preliminary report is provided solely as evidence that the field observation was performed. Observations,and/or conclusions,and/or ® FINAL PRELIMINARY recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report. A final report is an instrument of professional service. Any conclusions drawn from this report should be discussed with and evaluated by the professional involved. ITEMS TO OBSERVE,CHECK,OR TEST DURING NEXT VISIT FIELD REPRESENTATIVE SIGNATURE DATE February 22, 2017 GCN's professionals are represented on site solely to observe operations of the contractor identified,to form opinions about the adequacy of those operations,and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligation to meet contractual requirements. 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. The contractor retains sole responsibility for site safety and the methods,operations,and sequences of construction. 1 IQ SW ASHFORD STREET )�/^) - - - —+208 8 , , -, N .�S N89'39.42"E 58.60' _-7 4ay // I \ 4'.„.C,/e,c , !�� _ / \ _ tt® —r 1552' `r' t, I 095 v X�, �� °° �l©'. Z / S —_1 I 61.5!' L�`3193.2 �--1 20.00' LI \ :3,9 N f / P \1 * cn \\ . _ I n x193.00� F w• 1 ,--,z41—x193.2°.7779' 20.79'='w O D 1 6/.Y �sC��, K law pi spi oralx 400' 589'50'56"W 92.32' I(aralx x3 sn N SOF 2193.55 4.00' x183.94 F350 C 9Cf9lX l'f15 5196' (1' G CO --I ;E1, 3j ' .,. 9s o I— o I "' o O y 20 - I E k 3 -a J 20.00' N x193.00 W TN O SO,f I — 18.97' n 0 22r61x _—— . x x,94.08 STAKEOUT '. I x193.35 3 Sas 5100 °l'61x �� s351 I, SHAUN I. FIDLER, HEREBY 589'50.56"W 91.91' Lir CERTIFY THIS HUB AND TACK LOTS 19&20 HERITAGE CROSSING 1 WAS PERFORMED 2/20/17 AND THAT THE STAKES WERE J SET IN THE LOCATIONS SHOWN SE 1/4 SEC 11, T2S, R1 W, WM ON THIS MAP AND MEET THE REQUIRED SETBACKS PER THE SITE PLAN PROVIDED BY THE CITY OF TIGARD CLIENT WASHINGTON COUNTY, OREGON FEBRUARY 20, 2017 DRAWN: DMR CHECKED: SPF 294 REGISTERED SCALE 1"=20' ACCOUNT #144-608 PROFESSIONAL Y:\144-608\DWG\144608ST L ND, SURVEYOR *;'? (OREGON JULY 12, 2005 SHAUN P. FIDLER NOTE: 50333 1 CMT SURVEYING AND CONSULTING 9136 SE ST HELENS ST, SUITE J THIS DRAWING IS NOT INTENDED TO BE USED FOR RENEWAL DAZE DECEMBER 31, 2017 PO BOX 3251 THE PURPOSES OF A MORTGAGE LOAN INSPECTION MAS, OR 97015 PHONE(503)) 850—850-4672 FAX(503) 850-4590 1