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Permit Support Document (5) FOR OFFICE USE ONLY—SITE ADDRESS: \1I UA W .K 1 LC U\S Q.) Z.-di This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT it i Ili ■ Transmittal Letter i-i c,,\it n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Building Div DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Mary Dinsmore-Smith AUG 28 2023 COMPANY: TML International LLC dba Infinity Solar C11Y OF TIGAR PHONE: 360-326-0650 BUILDING DIVISIgN3Y:5' EMAIL: permit@infinitysolarusa.com RE: 17224 SW Jean Louise Rd MST2023-00294 • (Site Address) (Permit Number) Solarinstall-BKBowden (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. 2 Revisions: Panel layout change Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Set panels in portrait layout for 9 panels on roof. FOR O 'FI�/E USE ONLY Routed to Permit Technici : Date: 45ba/i_-5 Initials: A-4) Fees Due: ❑Yes No Fee Description: Amount Due: $ \ � $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes o ❑ Done Applicant Notified: V Date: Clk I l' I1,61/ • VJJ1II • Initials: . U I:\Building\Forms\TransmittalLetter-Revisions 073120.doc ►6661 t_A-i'i DocuSign Envelope ID:775C48E2-F340-468C-8874-0699DDF6855D � ,l "RIVER TERRACE TOWN CENTER" �r=( 1 fc L TS 20-23 r HUB AND TOCK CERTIFICATION :,, ,x�` ''t ,.�'� 4 SE 1/4 SEC. 6, T 2 S, R 1 W, W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED JULY 25, 2023 PREPARED FOR: SW JEAN LOUISE ROAD THE NEW HOME COMPANY 15455 NW GREENBRIER PKWY, SUITE 240 8.00' PUBLIC 0) BEAVERTON, OR. 97006 UTILITY iv EASEMENT N89'20'24"E 81.67' 4, 27.63' 15.33' 15.33' 23.37' 2 - 17.38' - ° (0 (0 t ( o N p ci di co N N N _U O E N Ni- - - w Q 0 19 20 to 21 M 22 ' 23 z M M M M > CO M O O O Q v 0 0 0 0 co _ 6 O z z z b CO Q Z 16.94'— - O (p O N 2 I UO) v) o cv a- p 6, w N 9. o �� w --IN 27.63T 15.33 415.33 36.711 r 3 S8920'24"W 95.01' 2 TRACT F 0 3.00' PUBLIC a — — UTILITY U REGISTERED EASEMENT cu a PROFESSIONAL = LAND SURVEYOR o op traAuS jkAiA,SUA, /' / 366Prgatil 8.., I JULY 9, 2002 TRAVIS C.JANSEN i 24 a, 57751 I o RENEWS: 6/30/2025 I °' I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE 2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30 0 15 30 ° I HAVE ACCURATELY SURVEYED AND STAKED THE um mil �- N FOUNDATION ENVELOPE FOR LOTS 20-23 OF FUTURE PLAT 1 INCH = 30 FEET o OF "RIVER TERRACE TOWN CENTER". %� DRAWN BY: MJL DATE:07/26/23 PACIFIC COMMUNITY DESIGN 0 REVIEWED BY: MHK DATE:07/26/23 Z 148-005 PLANNING - ENGINEERING - SURVEYING PROJECT NO.: (503) 941-9484 N V 5 FIELD REPORT Page 1 of 1 Project: NewHome-5-02 Prepared By: Staci Butler Project Name: River Terrace Town Center Date: 7/27/23 Location: SW Roy Rogers Road Report#: 118 Tigard, Oregon Arrival: 1330 Departure: 1415 Weather: Sunny, 70s Permit#: Site Visit Requested By: Sam (New Home) Met With (on-site): Sam (New Home) Purpose: Check Footing Subgrade - Lots 20-23 Outstanding Issues: FR39, FR41, FR42 (10/13/22-10/18/22)- Deflection observed in structural fill No one was on site at the time of my arrival however I spoke with Sam with New Home who told me the footing subgrade for lots 20 through 23 was prepared. I probed the exposed subgrade using a Y2-inch-diameter steel foundation probe. Exposed subgrade visually consisted of brown silt. Resulting penetrations indicated the exposed subgrade at probed locations is medium stiff to stiff. Based on our observations and probing, it is our opinion the exposed subgrade for the footings noted above has been prepared in general accordance with the project geotechnical report and our field 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 observation 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. 111111.k �. iNs Signature: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com 07/27/2023 FR-118 NewHome-5-02 _ , .,. --.--77,':, '33 ' VV 0 ,, , ##- --- IIII Subgrade observed not to scale _— prox. - - , .. . _ --_-- /5/2022 Areas/ locations are approx. .... ...... _ 7 J DESCRIPTION -'-..-";r /715.- ,,fr-...-'' - ' 1.. ..,,<‘,• ;;;;,...., 'V ' DATE 0 .„. .,, -_,,,',,/'-,',' ;.'j. ,-:--44 „;f-'' ---,_:-:,'..- -t,,=1.,.,,,,.---'''t 1 -- SC , _.,,.,_- ,7 ,--,./:/- ' ^,- 65 ) .....,^ ,, ,' .. ir „...„. 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