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Plans (2) , r "POLYGON AT ROSHAK RIDGE" 1 loW SIA) SviiCitigE /rxr LOT 152 HUB AND TACK CERTIFICATION 114ST ,201 - coogo NE 1/4 SEC. 7, T 2 S, R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED MAY 25, 2021 UR? $14) ...clait t 4f._CPIS PREPARED FOR: A-W ivt.cr- po?-t -000di s TAYLOR MORRISON, INC. 703 BROADWAY ST., SUITE 710 VANCOUVER, WA. 98660 b 0 SW SUNSHINE COAST STREET N N8954100”W 50.00' / b b 0 o n d d 6.00' PUBLIC- o. N N UTILITY EASEMENT < I I Fs; --•-• + r: N b o o 4 4 (., a) - .rn Y, LOT LaJ : LOT Lil LOT 153 o 152 b 151 a 0 a -tD CO 3 T) P P 0 o ._0 0 0 O z z o --- = REGISTERED a) PROFESSIONAL I 4.50'--1.- m . I LAND SURVEYOR '5 t i '\ .,__,,_.__--.......^."''.1MI• 0, .03 b 2 .qt 0 < '' OR GON JAN. 14, 2020 NICK A. LAFOND / \ G 93484PLS J S89•54100"E 50.00' : o RENEWS: 12/31/2022 ,,- 2' I, NICK A. LAFOND, A REGISTERED PROFESSIONAL LAND SCALE SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I 20 0 10 20 e HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO !IlliniNalMI 5) THE FOUNDATION ENVELOPE FOR LOT 152 OF THE PLAT OF 1 INCH = 20 FEET 0 c•-;-, "POLYGON AT ROSHAK RIDGE". 2 ( DRAWN BY: 12 DATE: 5/27/21 2 PACIFIC COMMUNITY DESIGN REVIEWED BY: NLF DATE: 5/27/21 z PLANNING - ENGINEERING - SURVEYING NO.: 395-010 PROJECT (503) 941-9484 • I OWN, LIME Tuft 1M T.e2E CUMTAKE LEGEND 06/03/2021 ,�.» J. ,� ,. ___—PROPOSED ROGRIT-OF WV .. ,. ...� , _ MT.eMwr.OP.wA. « < ry _ S ADD GUTTER O me more man O, •.,S.W. m.IT CT 67» —-—PROPOSED ODITENNR ,. >,-. eel IT —-—EnnRG cnnERLINE P. ,..P m- .<« ,.« N., - _MO..P.M unuTT EASUENT 03 15 See War ,,, ,a.e,,. ,.,.» T„ «,• 3,ass SO DM ————PRoroxo nMDR+c SETRUE .1,elL 'e,th-C Ce. • »m es "" sery ' PROPOSED PROPERTY I D ,w sort , •, .+ ..D ..,,. n. R.,..'. nosnw eHoodo fNo ,,. ,«,.ee, w. .,. ..., ,.,. ».., ,..»J.,. p PROPosED,M.oPcu RM. 1 I PROPOSE.A.P.ww r.., ,-.1 nPo.osn,sm.. ®PROPOSED'n.SEA.er O11406 POLYGON NW COMPANY t.,. .j FRTMG smEw.fA Os¢TY°s.MEcr ES 'OP O— G Pacifl- Community I...--lSCALE�� Design Not to Scale ,INCH-5D FEET <EDDE'NR.nit __ DATE REVISIONS DESCRIPTION nE i I } R ET R [•rl _... Observed 1 1 - i _ 1 i e ao- aE ,Jo ,, , ,JJ ,y. ,ss 1 ,07 ,n rn ,.o u, ,a ,u ,« ,n 1 TRACTS ME TV. J Jx / f. I on } STREET»DE f aEd'*�' s v. �`����I 1 — — — 1 --JI NiW e� r * pry2 q •, d ----eI =-u I ©��cs �/^- -~—'y E- �P-- -F-- -• 1 f-�-4_. 4 IE'J M M 'RUT g i i[E .. ., -\ , v a , v v E161RE3 O6-]o-J9 — . @ti`, � AED 551 e• if } Polygon at r. � T.1� , 6W ., 1�I 'KrT'" 1 & i ,Es ,E. „3 ,., no ,.P �Se ''DE lea j Roshak Ridge a )) 1 i ,tl•... _ __ __ t I Y I ,.eI ~sTiEn vu A. +1 Construction Documents J I I I L TPACT R % Y1� i f I � - TR.cT -i—I--—1h1 I u 1 W i _ I ri 4. it ,/ / ___ ___ __ _I 1 1 _ ° I 1 S. x ; 1/ 1 !EL 8 .�1 0 11 .POEO 1 I ,r E 11I""E - 1�/���, = ., -i Js B. oi' \i r.uxEi Doi �'i Fi s j_ ,SE; ice/ is I Je J, . , l PD°O, > PLAN N I\ I ' of rE }1' J E I 1 s _ a K • ,10w11s9 py JND �� 3.2 MD/� ,2, i% "E t-__I_l A F t f�l_ --N-1 p F_.-_- _---_s --E- . . _ ,. 99 9 H -ME Tw.-1 I s. '% t 1snErr NOE 1 % (R 1 sniEe't�i,x 11 xxa xw III xn xu x,s x,. S,RE IM ,u Korvswimu J.1x.:o,e a ne I� �� I ®60 / . I I 1 1 '1 am f 1 xo ors 1j i ., �- %I 1 �'1 1 D t-ME.rn. 1 1 �' / /1 t / n I lam . ; "BEET vo[ 1 ( / /I / %I I I J % ps I I 1 I R ,u '% /I t 1 1 t - M,..IA 1 1 ' T� ,w MATCHUNE ' ELEVATION DATUM:NGVD 29 SITE PLAN SHEET 4.2 GEODESIGNN FIELD REPORT Page 1 of 1 GDI Project: Polygon-113-05 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: 1130 Departure: 1145 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 %" 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 contractors 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 ceoDesign 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