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Plans I1,10,6 4 Sidi i0e man GP 1 "POLYGON AT ROSHAK RIDGE" /l /. 3 f LOT 227 HUB AND TACK CERTIFICATION NE 1/4 SEC. 7, T 2 S. R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED MARCH 31, 2022 / I I PREPARED FOR: LOT TAYLOR MORRISON, INC. 703 BROADWAY ST„ SUITE 710 226 I VANCOUVER, WA. 98660 1 I I ct II I I i I I 0 I a ( Icli I U I N89'54'OO"W >y 97.44' 28.49, 23 61 I L I 21.95'-{--, Il CL I N 0 cz I 20.80'4 `n Z 8 c.) I LOT I I w cl I 227 I I o L=51.09 I I I I I I U) I I z N I 36.52• I W I I 38.40' 18.09'_, 25.00' I .�,�j N89'54'00"W ° 102.99' I I�6.00' PUBLIC 6.00' PUBLIC o I UTILITY EASEMENT UTILITY EASEMENT I 6 I U z REGISTERED LOT I PROFESSIONAL 228 I I = LAND SURVEYOR I 0 / � �Zif /' ' '�-- I OREGON I LJULY 9, 2002 I a TRAVIS G. JANSEN J z 57751 H IN . 1 o RENEWS: 6/30/2023 . , Q i, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE 0 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 120 0 10 20 8 HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO -1111/g -- THE FOUNDATION ENVELOPE FOR LOT 227 OF THE PLAT OF 1 INCH = 20 FEET q "POLYGON AT ROSHAK RIDGE". o DRAWN BY: MJL DATE:04/01/22 PACIFIC COMMUNITY DESIGN REVIEWED BY: T2 DATE:04/01/22 PLANNING ENGINEERING SURVEYING PROJECT NO.: 395-010 Z (503) 941-9484 C DESIGN: FIELD REPORT Page 1 of 1 GDI Project: i Polygon-1 13-05 Prepared By: Peyman Chaichi Project Name: Roshak Ridge 4/25/22 Location: SW Bull Mountain Road and SW Roy Report#: 221 Rogers Road, Tigard Arrival: 1320 Departure: 1345 Weather: Overcast, 50's Permit#: TBA Site Visit Requested By: Kaleb (Taylor Morrison) Met With (on site): Taylor Morrison's personal Purpose: Observe subgrade for lot 227 Outstanding Issues: Upon my arrival, I noticed that an excavator has prepared subgrade for lot 227(see site plan). The exposed subgrade was consisted of brown silt/clay and occasionally a piece of basalt in basement. Resistance to penetration of 1/2" diameter steel foundation probe indicates that the subgrade had very stiff consistency. It was understood that the contractor is going to cover the subgrade with 2" to 3" of /,"-0" gravel. Based on our observations, it is our opinion that subgrade for lot 227 observed today, as indicated on the attached site plan, 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 specificadons 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 die'Reviewed By"section. Signature: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com 1 ©®® ®®®®®® GENERAL NOTES---- Ila®® 0®m®Imp ' ® =®�M.-: OP T�RCPa . ME B® MATCHYN! PRI w,mox, (O.. SUE PLAN SHEET 41 ..7 ••• =� I , na 11 Communfry II 11, .,,,,4.5 s 71 F ai '' '' 1' „n L S f CJ 1 ,� !C g h „ �P� .. .„ ., ,s Polygon at { { �'E - P I Roshak Ridge , a r, , I ) , 5 3? -- Construction lb[ummS m 1 . 'r N TM° I SITE v46 ...f i i(1( ,a e � ""{ ! h ..li""„ PLAN 4 ' - `Sub grade evaluation on " = — — 'e' - - " E r April 25, 22 ' ,� J4! :: : 49 w 1[f ...,.... ...... - ...,,x.x ! w �r. �a v,N.®,LTOO1 �_F 4.2 ° ELEIAIION OATU N n