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Report (2) . ,,,,,................... /1/112020..--0()!A 1,1'744, 43,-.%) (1011(0451r 1-eget, -00131 "POLYGON AT ROSHAK RIDGE" (142LIO ....N\, LOTS 107, 108, 109, 710, AND 1.11 Fiplq -06 FOUNDATION CERTIFICATION iti2s-‘ I 31) 26 NE 1/4 SEC. 7, T 2 6, R 1 W, W,M, .I CITY II42,91. OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED JUNE 22, 2020 PREPARED FOR: I TAYLOR MORRISON, INC, 3,00' PUBLIC I 703 BROADWAY ST, SUITE 510 U11UTY EASEMENT VANCOUVER, WA, 98660 I LOr I 7 t2 to I 15.5o* N89s54'0o"w f 71.43' I Lu tve--1" (") 22.75' ___,.....21, < 12.08'..„,...., _....- I tr i 2.17' I X 1 0 tO fi I 2' N*N.--0.9 1 dir 0 LOT __,T 6.25' o 44 8 111 a ..?-1 ri .•,-. . I 2 71,31* -.2m-18.50--,...-r- — --0 15.81'F esi (11 . ✓) . LOT ce 0) , yl ii LAJ c, 0 ... tti ... 110 ai - ui ,.., 8 el. g o 71.23' a* -4 15.7S I (17 ›- I;., . . I a i4 lo el „.= po, LOT 'A fel- 2 4 4 ,ti 109 4 vi 4-7, u) . 71.16' I , 4 OW AO 15,06 ts. 0 It • 41▪' Pi LOT .0 0) i la vi 108 0 iti ,- 15,58. 71.08' I to *00 N 0 I ;.. -.,,, cr, !_-_ a i t REGISTERED 3- - LOT 6,25' / 4 PROFESSIONAL I 10 70 o A o 5. LAND SURVEYOR' ....ir I A61 I- -- - - -",. --- 1-6.. I2'aa' i 22 75 • 21-07'# . i --r.N89654-00 Vi $70.96 t-— .7, — --— — — — -I b -1,a. I < OREGON 0 :.5. , ,_. I JULY 9, 2002 I LOT .0. a. TRAM C. JANSEN 106 7751 5' PRIVATE UTILITY EASEMENT--- 8 RENEWS:6/30/2021 .,- 6 .c I, TRAVIS C. •JANSEN, A REGISTERED PROFESSIONAL LAND SCALE g SURVEYOR Its1 THE STATE OF OREGON, HEREBY CERTIFY THAT 20 ° 10 20 , °• I HAVE VERIFIED THE LOCATION OF THE FOUNDATION FOR TNIIITIIIIITi11111111110!!. LOTS 107, 108, 109, 110, AND 111 OF THE PLAT OF' 1 INCH =20 FEET [ -.0 "POLYGON AT ROSHAK RIDGE". DRAWN BY; 12 DATE: 6/23/20 PACIFIC COMMUNITY DESIGN REVIEWED BY: TCJ DATE: 6/23/20 PLANNING - ENGINEERING-SURVEYING , z PROJECT NO,. 395-010 \,..,. (503) 941-9484 j ,.,_ ..... . ......... .._._. ,.. ..., , .,. ....._______ ..-- MDESIGNk FIELD REPORT Page 1 of 2 GDI Project: Polygon-1 13-05 Prepared By: j Trey Klopfenstein Project Name: Roshak Ridge 6/11/2020 Location: SW Bull Mountain Road and SW Roy Report#: 172 Rogers Road,Tigard Arrival: 0755 Departure: 0820 Weather: Overcast, light rain, 60s Permit#: MST2019-00210 MST2019-00076 Site Visit Requested By: Adrian (Taylor Morrison) Met With (on site): Adrian, DJ (Cutris Heintz Exc.) ........................................................................ Purpose: Check Bldg 5 footing subgrade Outstanding Issues: Park Slope Failure Upon arrival, I was informed that Curtis Heintz crew had excavated for footings of Bldg 5 (Lots 107-11 1), as indicated on the attached site plan (see Photo 1). I was informed that subgrade is fill and I observed subgrade to generally consist of brown silt with sand and minor gravel. I used a Y2"0 steel foundation probe to evaluate the relative density of material. Resulting penetrations indicated the subgrade to be generally stiff. I was informed that —1"2"of 3/"-0 crushed rock is to be placed and compacted in footings. Based on observations and probing, it is our opinion that the subgrade observed today, as indicated on the attached site plan, has been prepared in general accordance with our geotechnical recommendations. Distribution: Attachments: Photo (1); 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,to ri,, rnrnmmnndannnc m,o ranort 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 CRDESIGNz FIELD REPORT Page 2 of 2 an.,.iye� L Y , I sm +' Photo 1.Subgrade exposed for footings of Bldg 5(northwestward). 9450 SW Commerce Circle,Suite 300 1 Wilsonville,OR 97070 1 503.968.8787 I www.geodesigninc.com SWET.,LE LPN NOSE a AC U� w YE..e,E GENERAL.NOTES ,roe m.,, a 41 n nee lower VI IV ne umw = 1. afFEltrokEET N0.LEfEND ^'9 a; n,. Polygon-113-05 - 6/11/2020 - FR172 -TOK q , waa E <, - x,.�M _ L, es se as .4» ,,Of M,45„E .A_. ,M . 6;W wm OS . r,, ..,V WS s: tkll.1v3.haEe. Les .feleree Mae PP4Mk Se eselar les. POLYGON NW COMPANY MATCHLINE SITE PLAN SHEET 4.1 ems• ■■ .■■�� ♦�>_■■ •■ ■■ ■ ■■>_■■�■• aI Imo■■,_■■,_■■�■■�■■ ••■>_■■>_■■ ■ ar■•■fl•a ee■e^I �/ „: �% /I ez 'F " I I rnaro zm zm ae zar zm n ruc m i h '_ Pacific / I[ I I / A 1 A. 1/ ...� / �� I _ Community t L 0. III 'f 65 1/ 1 i I 1 I r 1 ,m Desig 7 �^ --r I i 1. 4�-wrE,soE I I s % I i ` 1 E N. 3 1% a i' �' i ,T x aewr ,- 1"d- ^" 0.". y. .V '/I � 1 i I /�"� ---e GOLDCMtrwc4. / ®"'i'- ' f i 36. ASEOGESE.6 PE I %I N.�1 Area of footings l 1 1 -I ' 1 ' ' r REVISION _., 4 �; observed (Bldg 5) (. %1 f ,._ CLV VD, ATE uEs OPO,os _ C xoz mt/ „I/.1ft 17I FMEIN � , n�. SEA. { '� i� ,ar 7%II d 8 ' L ? Jp / , r'. 1 MR,nF. /g 11 I 4 ' ,cre it p°"� iN. x I G_i , i /. 1 SiaFEF,IX • ' L�., i 1 5 S ! T 8 ,m 17 � ', �e I$ I I I al O i l 3 a 1 7575 1 1 u I r—ruE:mm. _ i i fi L Na \ i t/q�1 I f( p" I I n I�L ) %1 I i neEcr su i 13 I 1 qa z m"i ..,n.A,... .ii.��r/a,ii „ i Gt 1 �, y .} yi i, I I I ,/ ., r !!! Y� 111 + iwear.�ru}uxE"`�.'\,:J"i"'_ i G'J_..'',eeE*',. L ; . III! , 1 3 i 1- : i E jjjI , �3 ®1 1 T,. =z1,7 zwiw'zamm o a Ty l i I t�/E/�C�� I I I . ,s I _-1 8 j 9 I 1 1}. 7 I I 1 I�77p �. ' . ro F 4 "— owrug oe-x-/8 i .t. I , Ar / / / - I nz I�7 I s*aE „e w, ,z III M i. ,F ^i to / I %i „ i I ,. F i / F'i i i Wk .� Polygon at ii ., l i I a r J w�A I RoShak Ridge z n I ez � 1 15 f. {•�E / ' r�� , zzn I 1 I'IT. 1� I ,_•y I _ �: i I % Construction Documents .a __- I. I 1j T dell- J GG! + N, ", �..' u I/ 1 ,1—Ii I it an I 5 l E ryep py�I//P [�.1L_1 .+`.vvr i -II --/� 9' J , \, nYukE..111E. © --1 / aav t 1 i + I Aid 8./ i ': aaz z., zw en lb in ,M Z15 EN AVE Zti \ —1 FT—� 100 t \\ i e 1 m SMART.l. u -Na 'we awaasaaraaaa. p wed •r wACO{ PP EU6V.m nEaznle AL „ `� t.VA ,.w .wa s.aa _.■i ° �_. v.;,o�_ ,a m ,i 1�.... t van I..T" ,l.m 1 a'� S.PL L wM.YI PIMP[a.,q za: /°"'.. ' 5�. 4. 2 *NOT to Scale 1 C NGVD 29 I "' = t