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Report (2) incfT2o/? /22 6 /72-4t/ SW /? A G EODESIGN= FIELD REPORT Page 1 of 1 GDI Project: 1—Polygon-113-05 Prepared By Tim Hainley Project Name: I Roshak Ridge 9/24/19.�._�...--- - - Location: SW Bull Mountain Road and SW Roy Rogers Report#: 157 Road,Tigard Arrival: 1200 Departure: 1230 Weather: Overcast, 60s Permit#: TBASite Visit Requested By: Sam (Polygon) Met With(on site): Sam (Cell phone) Purpose: Evaluate building 11 (Lots 62 -66)subgrade Outstanding Issues: FR-146 (06/05/2019)Soft wall subgrade Upon arrival, I observed the excavation crew had prepared lots 62 through 66 (Building 11)to the approximate subgrade elevation. I observed a skiff of crushed concrete had been placed and compacted over a portion of the site. Where exposed,the subgrade consisted at of brown silt. I used a W diameter steel foundation probe to evaluate the consistency of the subgrade, probing through the skiff of rock where present. Resistance to penetration indicated generally very stiff to stiff subgrade conditions. I recommended to Sam that the areas of uncompacted crushed concrete be compacted prior to footing form placement/footing pour. Based on observations and probing, it is our opinion that the footing subgrade for Building 11 (Lots 62 through 66) observed today and indicated on the attached site plan is being prepared in general accordance with our geotechnical recommendations. Distribution: Attachments: Site Plan(1) Reviewed by: Thls report presents opinions formed as a result of our observation of actkritles relating to geesocftnicai engineering or erwironmentai 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 far site safaty.This field report is aD*A r initials In by n foour��,dentitions,testing,and preliminary recommendations.The report can only be considered final upon reviewed*Geope lgn Patera manager, Signature: 9450 SW Commerce Circle,Suite 300 i Wilsonville,QR 97070 1503,960.0787 I www.geodesigninc.cont ?0‘,b. ,r,._ \i , 05 4, 45MATB ADJACENCY PLAN SHEET Al . '. ..� - Y t - tf ri#�#Ill�q�!Jt#�}.MJF/i tll.f�Fi�tW4 rl• AUI1111• i»�d°i ,R +— iiIF1RE a �@ 7; ri . pi!! ' 1 1 b' byIltiiii !a.vcauro COMPANY V in r �` gg .. ° SW Ifi .1 i 3.. # r& 11 NI smma € 9°,.""_""""�... - E-- ....... d s t : CsfCt t'Kt�li'39LV t'l* 'ri-- 4 z A , L, Y E " } Fro,----Fl. i '� �i v it 4 i ',:in _______. nnt#944,ikt(AM ,., i 'la? „II LS 10 ,-.- i FF I .. .y w>t x S - Ma.E F$ Y pR I ` fj x.tt m i:.. : n ...cru ”xo �— e m aouNMPTO1I wE 7.i[i SAUAit Polygon at WIN LOOP �t € €' � ;(t� . ( 7 $: : us - is � ti ADJACENCY s t.,,. swoui PLAN MDnecr NC. NSoto nvt cAM' REAPED Sr: CAE et &LE.. xmiY,. 1-., LEGEND _.. 8E xnswe. A11110/...£0 Use ono.owils i G s — A . iYit{:p(P�G(-NO PANE our 2'.. , 1 WDA 6HSCALERAAE*RANA, !H SIE a X00 9 _--- 4 l .(--- 'POLYGON AT ROSHAK RIDGE" ... LOTS 62, 63, 64, 65, AND 66 HUB AND TACK CERTIFICATION NE 1/4 SEC. 7, T 2 S. R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED JULY 18, 2019 , PREPARED FOR: t 3 OD' PUBLIC POLYGON NORTHWEST COMPANY i u.nuTy EASEMENT 703 BROADWAY ST., SUITE 510 6.00' PUBLIC VANCOUVER, WA. 98660 LOT UTILITY EASEMENT! 61 • ...1- 'c'.-N \ I N89`54•00°W 56.50' I 15:5 T.... -doe 15.50' 15.50' t 4. LOT I *a a I * ' oi tr$ 62 74 — go 5.00" 50. — 14.50' -.- 27.00' 56. z . 0, LOT i i 0 < 0 63 to ... 1 C4 56.50' - LU1 Ijii — st 1-- 0 CD LOT H 64 1'1 40 < P s-- 74 0 0 o c,:t 56..50' 8 w 0 z 1 (I) z et. 5 .-P LOT I.) tri 65 to .- 5 0' 0 6'5 . I 5.00' (:b (0 .0 I ..., *6 114 LOT a (f) I4°. REGISTERED Ns* tv 66 It4 , u PROFESSIONAL I $±- LAND SURVEYOR I 7s a. 7 I I N89.5400*W 56.50' ,,, '-------:2 .,:a.-----1„---) 6' I 0 c" i---/ r --- A• < OREGON I :',.;1 LOT JULY 9,2002 I 67 •"' TRAVIS i' C.JANSEN I (i) 57751 i 0 .,0 I 9 RENEWS:6130/2021 .„, co ....5 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE g SURVEYOR IN THE STA th, OF OREGON, HEREBY CERTIFY THAT 20 0 10 20 6 I HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS 111613.111niurnimmidliiiiiiiii .9- TO THE FOUNDATION ENVELOPE FOR LOTS 62, 63, 64, 65, 1 INCH = 20 FEET 0 .-- AND 66 OF THE PLAT OF "POLYGON AT ROSHAK RIDGE". c5c' " DRAWN / / DRAWN BY: JAP DATE: 7 30 19 PACIFIC COMMUNITY DESIGN .n. _ a., .e• REVIEWED BY: T2 DATE- 7/30/19• zPLANNING- ENGINEERING-SURVEYING 395-010 PROJECT NO.: ',.... (503) 941-9484 ...)