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Report , 1,517(1 sp) il4rooe--- /1451" $a3- cosae HUB AND TACK CERTIFICATION SE 1/4 SEC. 8, T 2 S. R 1 W, W M CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED JANUARY 09, 2024 PREPARED FOR: DAVID WEEKLEY HOMES SW DEEPBROOK LANE 1905 NW 169TH PLACE, SUITE 210 BEAVERTON, OR. 97006 N8915'00sE 42.00' k I I 't•-) ; C...4. '`.. 6 00 PUBLIC UTILITY EASEMENT I -0 0 0 -0 00 6 0) C; 4 37' : 4 63 0 o ' 2 9 co in 30 so .4. lct el .00 st) 0 0 .71. 0 Z CO (1) i E. ,..1 CD i .0 CO 0 in ,•71 A. 0 REGISTERED ov rq T.d. u •E PROFESSIONAL / / a) I O LAND SURVEYOR 1.-. S8915'00"W--/ / — —------ 1 ..•‘ -e*,/,(.. /1 7.64' S8915'00“W 34.36' OREGON NO0'45'00"W .?_ 1..... i (13) JULY 9, 2002 1 0.00' ! TRACT D ).- TRAVIS C. JANSEN I a) 1 57751 Lol ,C) i C5 RENEWS: 6/3012025 ..- a. c I, TRAw,-; C. JANSEN, 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 PW --111 9 FOUNDATION ENVELOPE FOR LOT 30 OF THE PLAT OF 1 INCH = 20 FEET "CROSSING AT BULL. MOUNTAIN" -....\\ DRAWN BY ___:TRK.._, DATE,01109/24 97 PACIFIC COMMUNITY DESIGN 9- RE VIEWED BY:__ T2__ DAIE:01,109/24 Di A kitatkir rut-skiccomr_ CI icntrvikir: NIVI5 FIELD REPORT Page 11of 1 Project: DWHomes 1 04 Prepared By: Madison Smith Project Name: River Terrace Crossing Date: 02/26/2024 Location: SW 150th Ave and Woodhue,Tigard Report#: 1 3 Arrival: 0815 Departure: 0845 Weather: overcast, 40's Permit#: Site Visit Requested By: Roman(DW Homes) Met With(on site): Mike Homes) Purpose: Observe Lot 30, 141 and 143 subgrade Outstanding Issues: ---- Lot 30. 141.and 143 Subgrade Upon arrival I was informed that subgrade for lot 30,lot 141 and lot 143 had been prepared for evaluation. Using a %"diameter steel probe I evaluated the consistency of the exposed subgrade.The subgrade consisted of brown silt and was covered in 2-3"of crushed rock.Probing indicated medium stiff to stiff subgrade" In wet weather we recommend placing crushed rock over exposed subgrade to protect from wet weather and foot traffic. If subgrade becomes disturbed due to wet weather and/or foot traffic,we recommend removing disturbed subgrade material and replacing with compacted crushed rock. Based on observations and probing, it is our opinion that lot 30, 141 and 143 subgrade observed on the lots today, indicated on the attached site plan, has been prepared in general accordance with the construction plans and 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 NVS project manager,as indicated by initials in the"Reviewed By"section. Signature: Madison Smith 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com • I* Crossing At Bull Mountian w�■�� Tract Table LINE TABLE l LINE TABLE U TA BLE ABLE �aTP „° aam D6.N. NERL` DWHomes-1-04 FR13 02/26/2024ir t '"'`: a, a.71.67r.,2 �W S�Mn.�.N as Lt ,s,,„ . is 1 R Sp+re tVT.run wn+W.wrn NOA Own Uwe,SW«...1«.wain,., awan Puaa Peanrrar.509055 wcs L3 „ I.r, rt °T loQIP.eenrun"' -,NM„ L] )E *locations approx. / not to scale ' � 01 %C L ennace 1 Open a u 9 -- 11 Open 5.45. TOO MO. ara eNN.A«..a Open SpaceOW SPw Pan PPaaMHan. OM1.Aaw L5 1B 1111 - P.5.5 CPa, «e Naa 1.545.15.5151...... PHASE 3 P.RPwpr17.na NPMAma L6 23 - I 1 11.-� „ �n LonnentrtrO n.n W:: Pw.P n - Subgrade observed ■1 6 MMe.aw rigl a OR wtOPNSDv LB 53:: : .510776 Y Nmm S.wr L9 3: . 6. Henn S...r 4e, 77....ml.n.11.17Aaw 1.10 19 " v. aNn, rr. ,,,,„„ wr,surfs.e..w.w.ww.De.. P.ePeawN.n ana NM..aw Lt1 1 a KEY MAP POLYGON NW COMPANY .ym. oln 0 x0O m Space Dvr ,%Mu.w.5.05..n.R.T.enavn .161.6emi.naa5ww.a... L12 16 •SET LEGEND ovens Are Dne^�«.ar.a OM rN< Ii,, I N °RIGHTER ).00 e.an y Is.00+� Ioo_ -_ -.-1 f\� 7' 1 .t - E5 we RIGlnOr WAY Pacific IG,OD 11A0... i�00 J 1 m _..__ 10 m -.�.^...0.00 8•m/_ ,_ i -.� - u.._.._fh _ .... PROPOSED CURB AND GUTTER Y ki u i t m P C 'i AT, 1 r� B3 r---_L1+ 1- -i 1 -.w ._ex sTlrw cope ulD eurTER Design II- tN 15 m-. ••ar ,• M••••••• �-•� -1 ' j P11E.TYP. ^) O,' 5) - PROPOSED CENTERLINE -- I ,1 r1`_ I[,-.- _... ^i _-- �. O`- GEOm0GNINC } -ExlsnNc cENTEumE RAUL 180 - 1 W Y T I �" S - - PROPOSED WOOING SETBACK FMCNT 1 -PROPOSED WOOING sETeacR I T� WE,IYP II I 11 SSEWER 19 50 51 53 51 54 55 56 I 'II, $ .Z I PROPOSED PROPERTY LINE REVISIONS 5 44\ , a EXISTING PROPERTY NNE DATE DESCRIPTION 1B1 d T 11e I A E 1 I -..../ A Y 58 1 EXISTOS BOUNDARY LINE *�'�* / \ \- i - \ w- I / Q PROPOSED HANDICAP RAMP 115 , : qa� -- /I T ""° u1 O-a-,---f---+- I �r 59 I I P00101 D AL.PAYING COSTINI. ^S_1 m \\ YrN\ IIp -ate W COp Wei Wn,• I 150101c A,<,0 00 't dO ty • • I 11 =� ^ , I I g� .:... PROPOSED NDEWALKMBE\ \ mxa-.•..n� •uwwauuwia•nww•n.vum I' , A�9� � snug ,.. S'5'4 r- CONSTRUCTED ll3 ])6 I A% 1 .,II 129 •1I,5 ( iI T / I`Pue,arTIP. E � 1O PROPOSEDOIDEWAUI Er OTHERS / - t46 I YI I < J $ �':EXISTING SIDEWALK I I , . O . 15 H 11 N2 tl i i 61 ` Ey- I'1 138 B.m li, - TYPN:AL STNEEf SECTIM ?81 B ,)5 d 1 A7 I '%6 RUE.tYP. IINIIIINIMMINO SEESHEET6fORCETALS ♦✓ 11) 11 S I O RI.; 63 M1 IIiA PHASING NNEI -llw�..�....� 185 I11 VI ps _ 548 ICI 6 +%r ]2 19 40 1 �2/1 I�.. Ta I 'NOTE:FOR OW I50TNOYENIIf DESIGN SEE RP SHEETS. is:4'N 4 11 M 35 ]6 6.00'.ld I 63 BH)1PE x 86 6.ar PUE.TVP'1) ' aTPacrc �' POE.m I - 3 ',.. , 1)1 PHASE 3 9 I � E, i]s _. e1; 1 ) 1 $T `` _'� >_.-3 '"" 43 "ice-. i.«,r -1. I I " f IY ®_$ CURVE TABLE %I'cs o" IB) 1 q •:-- _ � i, I 1 RYE RAq EXPIRES 12-31-11 / I 114 ...+- .,�-. I ''7 I CURET N 115 LENGTH CM0R9 DIRERON i I Y OW .�'aaeu. ,•••.' ""'" t•T I I ' c1 WOOD ]9 s9 NBB':B'slw A t Im I sl L-. 6,m' u1 �, I dl I _ _ - "n-'.4, / 1 River Terrace ': 100 I' 1 171 PUE�TYP. 8 i '' ' 1` 1 I I ( 1 a mD m 125.85 n m al"w 6.m C] 166.0D 51.8N S80'S6'30"E Crossing H ;,T! I :'t e4 - PUE.nP I•� ]x-� It 19 xe v 26 25 1 139 4 1 iM 151 11] C1 41Sm 99]]' N76'10'ICE l �- TRACT I/� I 6 PHA- _.r.a ` :'- , C5 )10.00 270 N65 15 S17 Construction Documents 9 I151 �_4,•• -• Cr' l �. • -1 [6 1)S.m' 136 n' N65'15 51'E _ _ a a / n rr A '' TNtT Aw ` 1. q I 1.43© 5'm CT 5m.m 65.56 H66'to 10'E ��_.}��5f..�N--fW J`•.OALE ST~la;~ gg ill Q 1 �.•R 16 �� -, M^��r F1119r� CI Y'` CB LID CA H1i .-_1 �� 7 TPacDtP/ _ _ c9 sl Ba 1I or s se Ibo 6.00 PUE,TYP15 �I / 85>2 TI1 \ TRACT f 85)3 Oi1. ] \ C11 11805' Nll OOl'W ti6`y \ RACT E S 191 ,ILT i� �4'4; \ ,/X,�A C 69 Bm " � C11 166.m' 1W 5I1 15'Dl'E e5 1e) 15. 0 \% ,, % .] 1 PUE TYPO 'I^ CIS 10.m 56.02 Nag M 10E 0 84 i - II C16 166.00 5791' N9"55 : 19 \ t 3 I V / 155 ( t % 56 Ci> 166.m' S>9, H9 55 31 E CRY/CW5 FINAL /1912019 7 6.m 84• 6.m 7 WE,ttP. 7 Yu� 166 PUE,ttP Y ! ',, 19 2U PO , Cle 166 m 28.0 NA'N 11'E CITY CITY RESUBMITTAL ]l1>/I011 _ 1 � ue G V, - 31 1 I I I I I m9 1om waz Nw`+B'aE CITY R6SfIBWTTAL anw1D11 3 191 1 r y} 15 \ \ ,,, C10 110.m' 138' N83"0E 40 f 165 156 , �\ \�N _ \C�, C21 310.00 61 1' NB3'09'SEE 40 6I} $� C21 N20 CO 0 8' NO"O6'28'E /-,�X/ /115 !Art"G SW VANDERW000 AVE 11S j} C3] 300.m 1.1]' NO 15'S8"W 191 4 - i n I p 1 // \ -/-� --}-- - 1M 157 to 4 ^i. �>>>•....11l ,fATMGTN , 4• 1 g 195 y .o� � Iza fu i1sn, nD fa-'i I I n • 73 MATCHLINE N ELEVATION DATUM:NGVD 29 SITE PLAN SHEET 4.2 EV 5 FIELD REPORT Page 1 of 1 Project: DWHomes-1-04 Prepared By: Luke McClatchey — __.------ Project Name: River Terrace Crossing Date: y02/20/2024 Location: SW 1 50th Ave and Woodhue,Tigard Report#- 12 Arrival: . 0700 Departure: 10715 Weather: overcast,40's Permit#: Site Visit Requested By: Roman(DW Homes) Met With(on site):1Roman(Cell Phone) Purpose: Observe Lot 30 subgrade Outstanding Issues: Lot 30 Subgrade I observed Strauss crews prepared subgrade for lot 30(see site plan). The lot features several bench cuts for footings for a daylight basement and/or embedded walls. I observed subgrade to consist of brown silt covered with 2-3- inches of crushed rock. Resistance to penetration by Yz"diameter steel foundation probe indicated generally medium stiff to stiff conditions. While on-site I observed minor sloughing of the bench sidewalls. We do not know if the sloughed material is located under building footings however we recommend removing any loose or sloughed material if located under footings. Based on observations, probing,and conversations with contractor,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 provided the aforementioned recommendations are followed. Distribution: Attachments: Site Plan (1), Photo(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 NV5 project manager,as indicated by initials in the"Reviewed By"section. Signature: Luke McClatchey 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com t s • Crossing At Bull Mountian *I Tract Table LINE TABLE LINE TABLE LINE TABLE ( I I Mal!Mem. FAUMENTS EASEMENTS 1 Taaa lave Ownm P CM Of TIOARD MS OSxEAA LI.22 LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING - 1 I L - I p�elPmeunn mb8 van b u � �'I i, 1 Ove�9vxe A a N nammMeAaen 405.25' S89'iS arW LSl 112500 NO"b'OTW L25 216.78 38955'51"E ) .� v pcenswue,,,,, ire+wetam eswrcY and NO Sna Samoa swum aopa,pawp,Dnpam PwB21.22.nammm4.6aeu L1 11094 S89'3527-W L. 22134 51"48'52"E L26 40118' Na9'55'5l'F j 17, ~ If- anedaua ) NOn m Open 2.2,..2•32 n L3 I00,9J' SA9 55'53w 415 520 55 NH9'55'S3"E LZI 280,31' N-04 06. •2- I. I ,1 ,, E connect., I Open Space NO P A upa Peanman am phla A yaw D Open Space Open ipxe Ana&Me Aaea L4 98.24 N86'12 46w 216 54.68 N20"ST MY L20 22015' NO'04'OTW QLVPJL Q E Open yaee Open spxz PedmMan am Nicole aam LS 184.23' N60'01'S6'W 411 '>00.1<' NO'04'0>w L39 41I.U' N09'S5'S1E '//// r Dpan Sawa OPm laaa aa*MEM PHASE.? @// / i- e Oaen syce P•n sp.. PubeaPaemnn End MMAAasx lb 227.I4 >i 48'S2E LIB 11916' NO'040>w LID 161.90 89'56'301 .. pwelPaeuran Polak Pee ay LI 52055 09-55'531 419 5001' NM'16'00w 111 19916' NO'ID'331 (i) `HII open spue a w nam RlMeaaea Oevernol LB 52622 N89'53 S1'E LM 61667 NO'W'01W 432 1336 NO'02'231 PHASE-1 If-_' pecelPantnn ',are peveopn OA aOAmsox Storm Sewer L9 2It.b9' N62'14'39E 411 1Ti193' W"04'0>w L33 31190 NO H'19 _ ' I� L 1 PRII a Wool Open yore q meemx.er s+NrYsnwn PW1I[IawMnlm NMaAaam 210 114.29 N40'35'501 422 491.06' 389'15'O0E L. 990,69 NO 3415W SCALE KEY MAP p 012.2222221.2.2,treett aAoso.cna Emma,Sm4aeatn Wemep,Owmm PM9r PaeuNan am NME Amax 0 30 60 v� r and 18 J5 Na9'S553'E l33 49f.06' N.15'OO'E 6� POLYGON NW COMPANY o. eal n0a norm Lis Open Spa.(Resource Arta n Spa,. Non 9m saae wra,wNPy,Detemm PoopPAaal .ana6M94mem 212 162.10' N09 5551E L14 71.10 5 2 9'E 11NCH - n1ral eo Peer LEGEND /-''\ 1 � � - _-PwPDSED Rwn DFw Pacific �'� n - __ , , �✓ - EXISTING a N a r .-._ `` .��-. ___.$.L PROPOSED CURB AND GUTTfa Design Community 1�0p _ { 13.00 y 61 tEF { _.. 1+00 V -- 10 ar 9.00 {��-0 OP/ >-00 _-V -1- � �.S•ar 83 1_ ...� I lar I-'f- �ar"-- I ----'---EXISTING CUNA AND GV. fl p. _ Trz PSI P�II rrs: _.. �e -•.---- -PROPOSED CENTERLINE ._..... .... .:... _ t- , _- _ .- % CENTERLINE i I( A- / 149 ��y p • I F ') - '5 s1 -1 _ -PROPOSED PUBLIC UTILITY Easeu.EHT' 6500(004,INC ,BO - 9 in 00 1 I I9ar 6'30 1 y�IUS 6.00' p _ -_PROP05EDBO/40ND SETBACK Pi.ttP I I I I PILE.PM. 1 PVE.Tri. I O;6 I 1L 1 SANITARY 19] 141 191 } 40 Sp 51 51 53 55 56 X PpOPO5E0 PROPERTY LINE REVISIONS 1. Y 176 I\ u\ EAYNfN- - 1 I [ _1 `ll 58 9 EXISTING PROPERTY LINE DATE DESCRIPTION 101 I;�I If I' 3 A g$ 3 lac XIST.BOUNDARY.LINE Ii 14s \\ e'\ uG 1 9fI1 Y \ v mn. ..^- ;, u2 I\' -+-- -r1- 11 x sa V I Q i EauovosEOAC DP�vPINc 4_ II RAMP V T I \ \ ._. - -_ _. _ ry t Ye Ia ,IJ \\ a •py\\ I hl 1 �'P'"'� 1 SW LOOl�A7Eft NNE • _ IXISTING 4C.PAVING naAnuiueruanvuinnmxacainma mxauauvu.mm f "•.•�. `.•�� i�tl M ! I --..1 PROPOSEDSIUEWALX TO BE \1�� �._ + - corvnRucrfD _ yy 1, a 3 1B3 fN III 12h 1M \1�E+1 1'4 4 ila 1 T ju`-PUEtP._r' 7' ///a%l//////�PROPOSED GOEWALN BY DTNEAS r O 1 .I 9j[ 48 97 46 45 N 43 43 41 • 61 • J E%KT1NG SIDEWALK 1& I 115 111 gqyylr 118 M 8.61 - TYPKwL STREET CiAd1 6q©�A 5 IG �� p E ® SEESNERSFORuET 6 uT Y y PO.iYP T i'. P c, i85 qy qq00 7. $$$ // 6) i m ; � -PHASING L NE ' f14 ap 1l1 II 33 34 35 96 31 la ]9 b - .a 1-. .�. ..a.., «. 1 ') A 186 6.ar /r TS"'I'1 148 I Q 'NOTE FOR SW 150TH AVENUE DESIGN SEE RD SHEETS. 04412PEW' I wi 6 II 6.ar PVE,ttP ^ ,. wl I` r» 1 '•T> POE ttP _ awE IBT I I' ll. In PHASE 3 149 4; _. ©arRactt I Y�11 i+_I• -',..r I.. ...-,..EL�i.. O ." 7- 6" i`.1 U-$ I CURVE TABLE ° ssa�~ Imo' _ 1 i I g -I� -,�"'+- g 11 COVE R RADIUS LENGTH CHORD DIRECTION EXPIRES.12-31-21 1 1 iltl 1 a /.5, I CI 50000 59' 366'20'S3"W n,// + Is,t ,w I R L.. 6.W' i)4 Q I%�I - ,,. as I River Terrace Ma usi f11 6r 1 PVE.TM. 6 ( 1 Q ]00.ar' ,2585' NIB'03'01'W 4. 'I � 1� I � Pue.arP I q�� �� ss - I ❑ 166.00 5269 .0'56'30"E Crossing ry 1B93111 Ib 1I0 151 13l 9 & 32 31 29 38 21 Ib i B$ G4 415ar' 1Po 31 NI6'016'E 1 I 1 TPACTa I i PHA, ,Ea - CS I1000' ZIOI 2251'LY 15'E . 1!p TRACT AR© • l qq J. 1y Construction Documents MEM loa 30-6 `` • + dr 1 Ili �/�\J I�.I ,9 TRKTD �/ Efi 112./ __*. '7 l S 2 C9 166.00 s1z.89' 'S6'l0E /�,-1W0 415 LT-,��,�, SW:RWNwKST�O~ 5��, ^" •_ 16 3,...,..--T.''..- TMCTG� [.. 1 O CI 500.00 655h 66 030E ��f��^ppp"""�)))��' / E qq11 _1 '+ PLAN 2. I2 II',I 169 152 6' i�r 0.6I �/ A•�X , I 6i C10 166.ar 95@ NO 31'03'w PLAN jI la 1 PM.TM. 131 11 \�{ ] n i� 24 I $ Cn 166.00 6 J2' r 51'42W /N I N8I 1 �,nV A // �� ) 1 6.ar C12 166,00 9572 N 514YW 191 %' l 168 15l 1 4 \` ✓ ,. TRACTF 1. /`PVE,ttP. 1 nh // PHASE 1 1 C13 166.ar 2905 12'100W I S q'. g \TRACT f Q 6.00 1 a i 6 151 13 \ ', \ Fa /,/ / PUE,TYP. 21 I e 69 1 _ ) cu i66 ar 06 s '4B orE ap1 1 �� / Y 16 151 I[ I q�a.,A 'y ,p,��a.8, / J BJ 0.ar .J ,,,, C15 bar' Sfi 0d 1N9-48'44'E , 19R '�°n i il��,1 ,29 \"" �o}". // I 1 r- a PVE,TYP I 1 C16 166.00 > N9'55'33E bar CtT 166.W 5.91' N9 55'33'E PVE,TYP �,�. 1m Pue,ttv-'I I 9 LL)� 7 CITY FINAL 4r9J1019 IO W C16 16600' I828' N1 40'41'E CITY 9/9/1019 ?' i :y I �yi9 t ❑6 ��eY z, I d ! C19 Mar' 56 02 N49'48''40'E CRY RRESUME.. 5 40041180 6I IDl3�lt 193 9 156 tYrdR IS ,// �,^uy^aaaaa 1 C30 n000 13B' Nat"09'90'E N /O- G, 165 ( 121 ��/p�)/' /\ • 4�,���w...� va.aeaa, ; J1 ' 1 Cif 3H100 1 N62'09'S3"f 194 I I �J 1m 'Wx'roro' G -i-i �- $II C22 20000' 046' NO.261 i �i' % 2 sW VANDERW000 AVE 6 J - r I 1b1 157 1 R I b rmJ=N/XT I J_ T n--i" 1. 313 z003p' zel NO a se"w Iuc +g 195le 114 ,', p_, ,7! 116 .3 . , fl¢I1 111 110 ;09 ) � �® T 2 I 4. 1 MATCHLINE / ELEVATION DATUM:NGVD 29 SITE PLAN SHEET 4.2/