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Plans (5) 1. ' "RIVER TERRACE NORTHEAST" /14r,747.0-ce53?,\ • LOTS 6-11 HUB AND TACK CERTIFICATION - 003312 NE AND SE 1/4 SEC. 6, T 2 S, R 1 W, W.M. -00 533 CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED MARCH 10, 2021 -033S-- ' 1 ' LOT \ PREPARED FOR: 12 TAYLOR MORRISON, INC. 703 BROADWAY ST., SUITE 710 !.. VANCOUVER, WA. 98660 N84'38'341'E 69.33' 10.00' 1 —22.98' 1 t-- al 27.00' N87'3139"E 31.09' -4 LOT 0\ N11 I\ 11 N\87'31.39"E I 38.7712N,, .N--NO2'28'21''W 04 I 21.28' LOT 4.67' 10 I N87 \ w O 1 i '31'39flE_--__.85 69 ' b co: z ___, Lr) < (r) I I p CL_ a LOT 04 I I 0 0 (N 0. a I o x cc Fi o (111.1) 20.72' N87'31'39"E 69.71' I L., >_ ci 68 : -1 I ri 0 z m x x D 20. ' N .: LOT 1,,, O 0 8 II < co (-) .-- _ (/) N87'31'39flE 69.62' t- 4) 1 _ I i 1 Lu LOT = i S02'28'21”E 0 21.07' NOO'52'55"E I d 0 9.41' N8731'39nEN87`31139”E 30.87' 0 .0 I REGISTERED '. \ I LOT (..) PROFESSIONAL , LAND SURVE OR I 6 1 1 X 1032. 1 I SO0'52'55”W N89'07'05"W 69.50' t .7710.50' 1 OREGON I - JAN. 14, 2020 4,\I c° LOT o cd NICK A. LAFOND r.-i 5 .L 93484PLS 1N-- D 1 6 00' PUBLIC v) UTILITY EASEMENT I o RENEWS: 12/31/2022 o) .c. I, NICK A. LAFOND, A REGISTERED PROFESSIONAL LAND SCALE 2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 20 0 10 20 ° I HAVE ACCURATELY SURVEYED AND STAKED THE l_i_iIIIIn111111111 9 FOUNDATION FOR LOTS 6-11 OF "RIVER TERRACE 1 INCH = 20 FEET 0 NORTHEAST". L6 2 ( DRAWN BY: T2 DATE: 3/30/21 5PACIFIC COMMUNITY DESIGN 1.. REVIEWED BY: NLF DATE: 3/30/21 z PLANNING - ENGINEERING - SURVEYING ,,, .. .: 395-061 PROJECT NO (503) 941-9484 _1 DESIGNMDESIGINN FIELD REPORT Page 1 of 1 GDI Project: Polygon-164-03 Prepared By: Justin Juggert Project Name: River Terrace East No. 3 - Phase 2 Date: 3/22/21 Location: 16973 SW Friendly Ln,Tigard,OR Report#: 26 Arrival: 0800 Departure: 0830 Weather: Overcast, 40's Permit#: Site Visit Requested By: Adrian (Taylor Morrison) Met With (on site): Adrian (Phone) Purpose: Evaluate subgrade for Lots 270-275 Outstanding Issues: On arrival, Adrian (Taylor Morrison) informed me that crews had cut subgrade to finished elevations within Lots 270- 275, as shown on the attached site plan. I observed that crews had placed —1-2" of crushed rock over subgrade. I observed subgrade to consist of brown silt with sand (excavation sidewalls). Using a%" foundation probe I evaluated the relative consistency of the subgrade. Resulting penetrations indicated generally stiff subgrade conditions. Based on our observations and probing it is our opinion that the subgrade observed today, in areas observed today, has been prepared in general accordance with our geotechnical recommendations. Ms- 020X—e19 5-3 o 3-3/ 00 '--431- 7 '- 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: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com Polygon-164-U:3 - I -H26 - 3/22/2U21 *Areas are approximate and not to scale* l GR.TO,,.., ,sae`�° ' u nw , -*--- swiur Tw QA,V,Et i evu,ce OFTSITE uwPOVEJAEN S TO BE CONSTRUCTED ...P"'j ry- i6 .-FM-... ....... . 4 WITH WASHING-MN cowry IMPROVEMENTS. MV MOOTS. . .T 'sM ys.'" I Pco WPROY ROGER. i / NV'I~ GP41 • i} Tir: / .µ_'me - . ,[ . ROTA PART !.• I TRACizal MOTH PND SE //IMrIIs6 M IPOLYGONNW COMPANY rTH6I41W1T - rP�co v m MUIMIMI% /, J c 8 1 '1(111 '. 1 : v.l . c-\i ('I,mmunity ts.lsArlrtAMY FORE TMrcr l� is op... 1 In sa+uw+ea[nslwl PJ.S _- rw lAsmrt - Rt,WIAENT l - -- 1 - -- cIDOEZIr1T,INc _ T - - 1 9•-A .PPi 1 �1�. l .. MLvsIDNs N` -' r Y• TrCTPE' S 0 S % 1R N. 4! LT 9.! _ '�MVOOEMt oATE pESCxSPnON ia `PIS Tn / _�.�..�RR1r� i i % qi wn sw rRNvarLv ._...-.-. - .r .fODRaA'- - f s i crn..rmrLF_Toznewaxes r rsp TSE1aRNn m 1 i �• ���� MONO- TTJArawY� r LINE TABLE ` Grow 1 f.. It i ,1 v rASEMES '°t 1 , a9p ME* MSG. rwwG /� �jvtt><id iraL�rii,�piii.riisiiifhry- .ii'-:�araaame+rtcKxi P �f ? ¢ u tom sw•wore / i VIA. 'Nl/JA 'l/•.._ 11 Nllll Y!/l� A1��, .--t' q ( 4 5532 �-- 1r.® Lt 1].00 u SAY' SA'.S19£ i�: >�. �..,x1�. t'---�-- .--;-1-,----- a" I--A 0 zs / 1101IOWST t LI 90 r !•01 11E - '," LS ,tTRE Ill1'SGUE �I. ® .. PATT N' �; �` I LL II1 TT !'01'1TE '-"......... ..........per- I% I ART OYFIOAYAra PUEATrP.� -�, i7 /' r V TA! 5A•K19-E �/ WRE,JUE X,MU ti` r r I 3 i� 1 CURVE TABLE S/! } t '� River Terrace ti T Cl 0A.! ( East No. 3 a k % �''•.� p Approximate location of Q T!.! �1, 5V'O1� I ".1 1 I 1.\ 1 CR M0.! H.05' SM'!IIL Construction Documents i'�r 1 1 ,1 �1\1�` CI A.! M.tz MY ST TtIY �4 ,. .A . `-1TI I t"{S,R_ subgrade observed today : :! ua. ,,; NO SY STE .x g - �� " } CA n 'IA.! n.x MA'�r IA � LEGEND I •' SITE PLAN 7. @ /. I; CA SODA! 10995 Mr sr b. ----PROPOSED wrNTOF-WAY er MEW ICNro WAY 44: g ---PAWING CEmERLOW MOO®MALT OTT FAIYFNT PATECT NO.: >Rrt m01®l.111L SERACS TYPE REVIEWED aT. cOrKrw1[TOT I. F ENG PIOHITY12E 152 5L-*TAL DATE 2/47.4117 TOWN ImMOAMY LINE MO SWOTTAL DATE TI M1! 3 PHASE 001110ASI NE R PROPOSEDIMM01EAP we £ Li PROPOSED 11AIpiC1P RAW (i) MO®A.C.PAYING 6 It-gi ?"1 NOOSED Soy..., V//zzA PROPOSEDSOMAlx IT OSIERS P SCALE ,. ELEVATION DATUM:NGVD 29 "`-