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Plans (2) . - "POLYGON AT ROSHAK RIDGE" /IMO So) cemSit ocE--e ofXr , LOT 152 HUB AND TACK CERTIFICATION MP- ,W 1 -00030 , NE 1/4 SEC. 7, T 2 S, R I W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED MAY 25, 2021 1/0(00?` .51A)_g VASLCi.1E__ ., , , PREPARED FOR: Att) frtsr- p02.4 -000s i TAYLOR MORRISON, INC. 703 BROADWAY ST., SUITE 710 . VANCOUVER, WA. 98660 c) CD SW SUNSHINE COAST STREET xi eN N89•54'00”W 50.00' , • iL i L._ 0 0 . 0 0 ,0 ' ci oI I (N ... 6.00' PUBLIC— UTILITY EASEMENT ,7? \--•— —-1 co n: cv -0 -0 0 0 0 (N cp a) ;-: w LOT w LOT LOT w <T, 153 0. 152 b 151 a co 0) ID ID p p P o o .. O a o ,.. O Z Z 1-2 • '‘s, -€ REGISTERED 4.50' 0- (1) PROFESSIONAL c.) LAND SURVEYOR Lo .c,) - — ---,----' cp JAN. 14, 2020 -- >.. NICK A. LAFOND / \ Go , 93484PLS .1 S8954'00"E 50.00' .0 0 RENEWS: 12/31/2022 m .c... 1, NICK A. LAFOND, A REGISTERED PROFESSIONAL LAND SCALE SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I 20 0 10 20 6 HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO l5051-12!‘6660!!!! 5 THE FOUNDATION ENVELOPE FOR LOT 152 OF THE PLAT OF 1 INCH = 20 FEET 0 — "POLYGON AT ROSHAK RIDGE". 4 ,7, -- DRAWN BY: 12 DATE: 5/27/21 .ff.' PACIFIC COMMUNITY DESIGN REVIEWED BY: NLF DATE: 5/27/21 z PLANNING - ENGINEERING - SURVEYING ROJECT NO.: 395-010 '\•,_.P (503) 941-9484 } 1 i EODESIGN FIELD REPORT Page 1 of 1 GDI Project: Polygon-1 13-05 Prepared By: Jessica Pence Project Name: { Roshak Ridge 06/03/2021 Location: SW Bull Mountain Road and SW Roy Report#: 189 Rogers Road, Tigard Arrival: 1 130 Departure: 1 145 Weather: Sun, 70s Permit#: TBA Site Visit Requested By: Rob (Taylor Morrison) Met With (on site): Rob(phone) Purpose: Observe lots 139 and 152 footing subgrade Outstanding Issues: FR-186 1/14/21 Park Slope Failure On arrival, I observed subgrade had been prepared to final elevations, as indicated on the attached site plan. A skiff of rock had been placed over exposed subgrade. I used a %Z" diameter steel foundation probe to evaluate the consistency of the subgrade. Resistance to penetration indicates generally medium stiff to stiff subgrade conditions. Subgrade appeared to consist of native brown clay and silt. Based on observations and probing, subgrade observed today and indicated on attached site plan are being 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 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: —) i 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com I LINE N.N . TM CURVE TABLE KAPOKLEGEND P w. 06/03/2021 U. .Aa,sPROPOSED c O < 2-a-,7 :-5 .. �., sw , a So 00,0 »c RwNr or WAY sa PROPOSED CURB AND GUTTER EOM.CORR AND GUTTER - �>,w, sss.,•, O. wwPo,. .>:.,T TT :..:o »P.Pe ..o« ,. ow« . otlw PROPOSED CENTERLINE PROPOSED al. .M >m. Hw —COSTING C PUBLIC sETB.cR L.1 F.Bt le.7 ..c..ke P,N,» »» ." ».a .,, .,,moo, PROPOSED PROPERTY UNE PROPERTY LINE .oP won EXISTING.0SE,».., IS n„ ,n.00 ,.,. ETU s.T s BOUNOARY rill MST.A C PAVING ®PROPOSED PDE..LR BY OTNERB POLYGON NW COMPANY - -- 1 EMISINW SIDfwAI% OBTnRI.L STREET SECTOR e W,,DE,AI.B Pacifi�� Community SCALE Design Not to Scale GEODESIGN,NE - 111111111.11.1 6010 / DATE REVISIT CRIPTION _.._ A _ _ Area _ ___ Y SORT PATH , ...� TR,CTR FOR DETAILS ,I \.._..._..._ ..�..._.� Observed 1 i: R�B STREET ,z, m r RN , 1 _4^ - -Pep _ i.pp CC," !—�-1 Y - -�F -f- t --I�R y \`'` £ - i / ..� _ <-. .. zn I_ I - ,, __ oPolygon at .pp ` T �G B1 '1 ' R shak Ridge RPN p B �, R�RDF�I ; , „ 1 i : J . iiiid { , BB y ,. I �� § V 0 r--s.RE6s.. Construction Documents TRACT» 7 , u �; B lii.z.— G3 I -.FTRCLT -<- •—--I, I Lilt V. -'�i� %�j g 1. "� \,T. 300 F i % I SITE /i: E e J / T=I / % % x w o AI , D i , i °� v p, ei PLAN fii." ...1'1..„„„„,„„„„„,,,,,,,............. , I m I% C ss 1/ 37 . I 11. u _ W n l -+— ,-1 p F+ 1- --F 1 p F-49 4 'B' .TD vy EST—+Y—©-—'' - -- I eT - SUBMITTAL ARrz 0,./ rI Fr!! : WACO wu m weco PT sRMm vDO 54 I srurrvce ,�i STREET SIDE i i ,B i A % ._PUE T . ' F I i - % / / % /, tI 3Ig i I T a MATCHLINE z ELEVATION DATUM:NGVD 29 SITE PLAN SHEET 4.2