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HomeMy WebLinkAboutReport (3) DocuSign Envelope ID:E381D5DO-BB08-41AA-8AF3-FC60C4F4ECOE I "CROSSING AT BULL MOUNTAIN" I611,4 SLJ Q ' c39 LOT 28 HUB AND TACK CERTIFICATION 44S1 00, 23 --QCj SS- SE 1/4 SEC. 8, T 2 S, R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED JULY 21, 2023 I PREPARED FOR: - PACIFIC LIFESTYLE HOMES 11815 NE 99TH ST., SUITE 1200 - VANCOUVER, WA. 98682 E 0 a) 0 U — — — — Iv b Q SW DEEPBROOK LANE 6.00' PUBLIC 0 oP. N UTILITY EASEMENT N8915'00"E 50.00' i N N - _ - CPU', 0 N v' 0 O 3 0 O -0o O 0 11.00' —0-- — —4.00' ° 30 29 28 w 27 26 (, 0 0 U 1!) I[) 0 O 0 o Z —— V) % C `E o _ _ — 0 0 REGISTERED C° PROFESSIONAL / S8915'00"W 50.00' i 15 LANDSURVEYOR Lo / N OOOHUE STREET fir s ji t&s ;, v sw w _ JUJLYCC9, 2002 a TRAVIS C. JANSEN i / 57751 v o RENEWS: 6/30/2025 _____ ° I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE 0 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30 0 15 30 HAVE ACCURATELY SURVEYED AND STAKED THE ow m mom m EN m ii _ i FOUNDATION FOR LOT 28 OF "CROSSING AT BULL MOUNTAIN". 1 INCH = 30 FEET 0 0 / DRAWN BY: MJL DATE:07/21/23 PACIFIC COMMUNITY DESIGN REVIEWED BY: T2 DATE:07/21/23 Z PLANNING - ENGINEERING - SURVEYING ` PROJECT NO.: 106-001 (503) 941-9484 1 PacLife-2-03 FR-02 08/10/2023 :ian /r � I i� ILII, LINE TABLE LINE TABLE LINE TABLE , "'J H1,- ' ent oro: 6P cs aENE6w LINE. LENGTH SuwNG LINE. LENGTH DEMI. LENGTH '-�{ Pe 2 q _ :� ,- _ = Footing N- , N tidkP. L1 W5S SPR 2=2TW L13 Ne or0TW °12` r6i5 $�S. fuL„wekM,ea... SW 1Sa0W „25.ar S3�E ^t�T �+.(' 4- ,..w.o.E..,.wo.No .6,*..6kw,.... ti L1. 22734 SN M52T: L26 W3,e' NW•ss 531E t. -."t.R�;� #f subgradeobserved .„.�. O i0o9T SW 555Iw L,s 52057 N6 5753E L2i 26031 ND aP06w 4f 6666, e N.W,au L. 95.2. NM 1TNw L16 5.6e N20 lT 591W Lie Ti01S Na'DP ITV 3 },[(•,,ilen„T� .a6k,I.,u,a Ls 1.4.. '\ -- NW L,i T,o.1. NO.. Lis .,3.5r N„'sr53E L[J]� wukwenlN.i.w k9N..... L6 IZl.3P 571 K4E Lte t1916 No•W D)w UO ,619a NW 56253E PHASF-3 - fr- Areas / locations are wNk.. _,.„., N69 5551E 01 N6;.16'WW 997 — 5267Y Na9'5S 53E 12 6T NO WDTW U2 M -E°66.4 N.. PHASE? _ __- appr --not N62'2P29E Ha'o�W �. NN y, ----G6.NN.N,w. LIO I.25 NW scrr L23 W.06 Na9'1S WE 9W.69 ow 1 _... w.�me s...:.�r,wn....N.,a,N,...wN,aN6 wN.ww>aN,,,,m.anArm„ Ln 111.75 NW u3 Lx w SCALE oo sO KEY MAP N o9e.swxlwwwa Aw, .n.a6' Ne9',SarE e..alxr,nu,al W.V.. No. No-sower.Wawa.,OnN,p.De.enlM wNk P.n.NN„.y6lcp,u.. POLYGON NW COMPANY 112 16i,0 389 SS SI'E i2. TiiD 553325593E :,. LEGEND -/•w- • � , _� �- i 66_u t ...�6.� '�--c.W ��r _. _�+-�3 1 _,. -1T7 - / a ----Em wuGHr of Warr Pacific • W OSEDCUR6 AND GUTTER Community 00 -Sw�wL, STZ ' �o—� ,----Li _ aH arsnem CURS ANOGunER - Design i /�— r\ /r ,,,,,,. �� ,�- - —-—PROPOSED CEN,ERONE li I I I - - OEDPDaLI U G0 NT LIE,m. I 1 1 P 6. I I B r� _ GEODENGx,INC /1 1 1, Aar n u2 u1 %• POE, 55 56 I -- r PROPERTY uprw SUMO, W PROPOSED em s1wER ( / .9 5a St 52 8 REVISIONS ta, �' ns 11` t EASE9ixT I ,.I % I SA < ^^ FYISTNG PROPERTY LINE DATE DESCRIPTION %I t t\ \ 1 ' 2 i st ) '- _ fIMTING BOUNDARY LINE / 145 T\ \ / I% 1 I Z _ Prom.WOW,,RMV o El /_.. In \ \`\\ % -- I 1 1--1-- -i--a 0.-3. -.—� 3 I J PROPOSED A.C.1AVlxc N% \ ` 1 I 5 COOL IEF IME } O6fTINGA C.PAVING i /� t fib 51 jk, 3 I i rr...... 1 �.rr;,.r rr.rrr,. ,� . 60 f .1 PROPOSED SIMMER To BE 1 1 ''��,, a T ( `,oeA F'I cax5ntucTEu e3 I f.6 i', '..1UM // a 1/&BS T -tom-Ue € I N PROPOSED SUEwu.arm35R5 1a /0 1n %IE .%% I /I _ NO a 46 4 u a u n m__T 3 3 I'-- I or nNG 9DEWALR - ,n �� 1�� i 7' / aW $ O ,.MEET sr.. es /r.�....... 129 /I�i/ tli _ /I L' O' PO6zm E mums $ $i PHASING E ,w ti ,o i .1% 16 I i 1-3 33 30 3S 36 39 W ",...>w, ��e � gvR7�,m~ 5n „ , - I ff 63 �I SprH AVENUE DESIGN SEE ND SHEETS. P E /L :E�Y 1 ,26 ,,% _" I - `s m3 { a.n24° PHASE 3 _. � rmin f01 / 1 1n ) 1 i i/ � i \ .,,�, _ „ """ *_I I 04 - 81 CURVE TABLE �rlasX9- s` / % 1, © E 'I, 1W / lP I _ ': I CURVE. RADIUS LENGTH CHORD DIRECTION EXPIRES 12 31-21 / I e y r ,,,,., .l E fee 171 .TYP.13• O a 1/� ' 65 CI SooW Bvw I6sa•28 nw . , I* 141 6.ar ' I Q ao W ,25d5 N.•03 a w River Terace P/ ue TYP It- „ „ ,/I �; a 166. 52.E s 30E Crossing 91 l ro u3 T9ACTa I PHASE2 09 n 4 /(� a i,aW :D3r x, v1TE i,� �_. �.,RACTA ©� % T pp ,,�-/ �,�� -_,. C6 Construction Documents �:'�� L/ 1,5U tl / ... �. YIS.W i3a.)S 5'17 SYE 0J ->--i- ____, ST}-O I I m„ 6 H°° s o 0o DD 65 �6,Q 30E ri. rj, {,I to 6.07�T u l/ "- !/ l � �I Id ip r �J-'�� �I f� 6i�'`a ', i coo 166 Dv W. x�o n mw PLAN NSITE b i� n, �; a 1\, // i" � �' .1 1 8' p f . :. i ll J of t66.W ern xu's aw ,6e 153 G / 1 , i /�� � ��TTucTE �0 f i./�� Ew n2 ,6aW asn Hft•»'.rw 191 �p 6PR a �r A/ /� aar PHASE 1 �0 1 I ,, C13 166W ,26a5 Nn wmw �/ e m bar Apt y Y" - / POE,m. n p 69 / / c11 1w oD f66,P Sif.r m'E 0 192 $ ,6i 15. // A% A �� // 1 '0'lr 6.W -..) ' C15 .UW scar IN9'♦YWE 64 ,„ ;Ai1 �I��� < x u n /7 oem 1.1 n6 lesw n9, NV 5533 019 POE,m / '4 166 5 PUE,TYP-1 { i'. [ti 166W 57 91 N9•SS 331 G1 fze ) ,)P{' w �l ne 166.W 26.2e N.•.41-E CITY/cwsFILL /9/22ow IICITY 4 i S Y \ _ z / C19 wW 56. N.9.e.vE cm CITY ARmaSmAt i.-G 165 1ss /I ' ,� ��`T `\ t 1 Iao 62.381 Nei w u,O/zan ESLISNITTAL 1w 1I 1n \, � Jl Y a, vaW 62., .rrE ;' _\\ ; AN F W00 L // 3/tl/2Dis / \` / if 23O.00 0.1 NO2 06 2531E { / 1 w s 6 n ' o A „5 E i� ai 195 e4 - ,l I'..,�I ,26 le' ,. _ ^1 pI:'�,.wyl.,,.I� c23 2m.W 213 No ss Sew Al ,.) % e . 113 112 111 no 109 I I_.A'/,I© n 4, 1 I L MATCHLINE r ELEVATION DATUM:NGVD 29 SITE PLAN SHEET 4.2 • N V 5 FIELD REPORT ........................._..._........................._.._................................................-._ Pa e 1 of 2 -.....Project:.....-.._..............................._._-. � PacLife-2-03 Prepared By: Ian Allen Project Name: River Terrace Crossing Date: 08/10/2023 Location: SW Woodhue Street and SW 150th Report#: 02 Avenue Tigard OR Arrival: 1 130 Departure: 1200 Weather: Fair, 70s Permit#: - Site Visit Requested By Andy(Pacific Lifestyle Homes) Met With (on site): Andy over phone Purpose: Observe Lots 5 and 28 footing subgrade Outstanding Issues: I observed foundation subgrade for lots 5 and 28 which include daylight basements. I used a%Z"diameter steel foundation probe to evaluate subgrade conditions adjacent to and within footing forms. The subgrade appeared to consist of brown silt and',clay(native and structural fill). I additionally observed weathered basalt subgrade within lot 28 subgrade. Resistance to penetration indicates generally stiff clay/silt and dense weather basalt. Based on observations and probing it is our opinion that the foundation subgrade for lots 5 and 28, as indicated above and on the attached site plan, has been prepared in general accordance with our geotechnical field recommendations. Distribution: Attachments: Photos (2), Site plan (1) Reviewed by: This report presents opinions formed as a result of our observation of activities relating togeotechnical engineering or environmental 9 g o mental services.W relc o theo econtractor t the o with the plans s and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supe ision 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, eliminary 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: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com III • N V 5 FIELD REPORT Page 2 of 2 1 2' f a Photo 1: Lot 5 subgrade observed today " • Photo 2: Lot 28 subgrade observed today 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com 1