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Plans, 11/03 Std 1.r ri,i w IP 7— "POLYGON AT ROSHAK RIDGE" (ACT 2021 LOT 226 HUB AND TACK CERTIFICATION NE 1/4 SEC. 7, T 2 S, R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED FEBRUARY 25, 2022 PREPARED FOR: TAYLOR MORRISON, INC, 1 703 BROADWAY ST., SUITE 710 1 VANCOUVER, WA, 98660 I 6.00' PUBLIC ----4--46 UTILITY EASEMENT I ca cr LOT I -a- I 225 I Li I -4 I .D I 0 I GO I ____ . I 41 I — 8.00' PUBLIC o C.) UTILITY EASEMENT o i I Ct I N8954'00HW 93.78' i t— 28.48' 18.7A I 0-L L.Li i 04 CI- - > I 0_ (---- 1 0 d vt .-> I i I u) I LOT I Li CNI CV 226 1 ;co oc 6 L=40.50 / I CN I ° (1) " / 2. 34.81' 14* I trr I S89'54'00"E 96.19' cn I '6 I II 25.00' -o o c I ri = o -E. REGISTERED 1 i O PROFESSIONAL () I , LAND SURVEYOR i d I u-) II ro 1 ... 0.. a OREGON LOT I JULY 9, 2002 227 I I --- >. TRAVIS C. JANSEN I 57751 ./ I ,0 RENEWS; 6/30/2023 , 6 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I 20 0 10 20 a HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO 1%inimnii 5-' THE FOUNDATION ENVELOPE FOR LOT 226 OF THE PLAT OF 1 INCH = 20 FEET c.) "POLYGON 3 AT ROSHAK RIDGE". .c,)uL) 7- DRAWN BY: AY DATE: 3/2/22 .5 PACIFIC COMMUNITY DESIGN 6 REVIEWED BY: T2 DATE: 3/2/22 - PLANNING - ENGINEERING - SURVEYING z PROJECT NO.: 395-010 (503) 941-9484 __} GEODESIGN= FIELD REPORT Page 1 of 2 GDI Project: Polygon-1 13-05 Prepared By: Peyman Chaichi Project Name: Roshak Ridge 4/15/22 Location: SW Bull Mountain Road and SW Roy Report#: 220 Rogers Road, Tigard Arrival: 1145 Departure: 1205 Weather: Overcast, 50's Permit#: TBA Site Visit Requested By: Kaleb(Taylor Morrison) Met With (on site): Mike (Taylor Morrison) Purpose: Observe subgrade for lot 225 & 226 Outstanding Issues: Prior to my arrival, a crews had prepared subgrades for lot 225 & 226 (see site plan). Most of the subgrade was covered with 1" of 3/"-0" crushed rock. The exposed subgrade was consisted of brown silt/clay and occasionally basalt in lowest section of the lots. Resistance to penetration of 1/2" diameter steel foundation probe indicates that the subgrade had very stiff consistency in lower section and stiff to very stiff consistency in upper sections. Based on our observations, it is our opinion that subgrade for lot 225&226 observed today, as indicated on the attached site plan, has been prepared in general accordance with our geotechnical recommendations. Distribution: • Attachments: Site Plan (1); Photo (1) Reviewed by: //,./ This report presents opinions forrhed 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 By"section. Signature: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com • C DESIGNz FIELD REPORT Page 2 of 2a;��a Nw x aI m K i wYb a Y a l 6 4 I.' of i^ . «,wn "1 ii Showing Lot 226 and 225 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com ME TABLE LINE TABLE CURVE TABLE I w Hnuw �wrx ma xuR.. t[w,x cuRu[ uwTx Attars w,. [xrAo m,uw [s ,ee-..w [«.m „o ..:.wT ,o,.,, [. ,,.,. »a ,.m« ,s.•s s.s....., GENERAL NOTES rs-. ..m .wr. »... .,«T,. . ,. arzRmsx-ET�,Ew�D.o ''s Pig MATCHLINE POLYGON NW COMPANY SITE PLAN SHEET 4.1 ..••7•■ ■Ill 1••I_ ■ 1im ,s• ■•emu ■r••o••�••�•■ • ■ r�••mm•• ••�••�a•l••�•• •• �•smm••om••i �„� ji i' ! D zo. zm II 3 Pacific 'ss 41 «s I' �sTR,REEET sloe 1 8I 'I' `�II , ` Community m / / as / a -T q Design T2.2 = u _ DDE GN.INC un % %I 1 >. T I 1 / / __ --N-1 REVISIDNS / /I I / 1 : 'y ,71 DATE DESCRIPTION ,IN � lif � � ,. /I~ rot N, I (Evaluated lots Elli1 E:°° 1 „ ! �subgrade on April ; 4 ! �; .09 ,a p, :n , 1 u 41 TPa E 1:; uT< .00N 15,22 .�1 ? ar % 8 ,..0 1MCT r.raj ,. T m �al 1 ' / ©- :' 1 u. ;" u I J' Y / I � YIf f �F b' / /I u s 16 , T t '�'`% ca 1 „ 1/ !. s_ I f •' / sui.rP. 1� — ExPIREs a-3D-,9 / % - s ! m ' 3 it nRLETS95 ,a s, ',d ' II i ' ;� ' /��+ F Rs �L � Polygon at x ar u / y� j 71 i I n Roshak Ridge 91 .TSs_"I, � } m 15 A 1 I .i' / 1 yY Ill ✓) F I „ i , /a 1 i "' I ! _ Construction Documents c I. • I i / " ,a A b I x! �& I 7 & — 7 9 d I/& n, „ i % j T PUE.NP. 1 E t I / ! Pau`Tn>. ,o ,n ,aR 4 'E' 1 �• / I �� • t 4 TRACT i S' - 1 ' UDE f As/Er 9D �, /, g SITE I i i b \ PLAN 3 s f ,R Fw— ' G4 x.. a—'Ll---y`' 'A.T.CT V Sy '—I II i J,.•, n, - - I„ B g Fs E 90 o I tI I / Si �' ! 1. `Z I . u, o IN „ ] w 335 N n, n2 iP . TRA[T- ,j} IRS 9. ,ND Nai ,n N„ 1» 1, 1I T ' ,re SUBMITTAL 4 1 w npW TAL IA _ __ _ w.co FP suuRTru vx:.xne w oo a R»,. a ,.x A.m WO ..9D s; P• �I a.Pq_ . ):> _I ,,.a - ,,.m SWNmu, AINRDAPN<. =,21 _ 4 2 ` ELENJATION LATL/ 2S �'9 , s