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Permit (69) CITY OF TIGARD MASTER PERMIT �` Permit#: MST2017-00232 '. COMMUNITY DEVELOPMENT INDate Issued: 08/02/2017 T R ARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S 1038 D03700 Jurisdiction: Tigard Site address: 11905 SW FONNER ST Subdivision: None Lot: None Project: Huber Project Description: Adding 310 SF of living space& 1200 SF of garage. Trade permits to be under separate permits. BUILDING Floor Areas Required Setbacks Required Stories: 1 Bedrooms: 1 First: 310 sf Basement: 0 of Left: 5 Parking Spaces: 0 Height: 24 Bathrooms: 0 Second: 0 sf Garage: 1200 sf Front: 0 Smoke Yes Dwelling Units: 1 Third: 0 sf Right: 5 Detectors: Total: 310 sf Value: $88,477.50 Rear: 15 PLUMBING Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0 Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Storm Sewer: 0 Tubs/Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Drains: Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0 Other Fixtures: 0 Drywell-Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 Heat Pump: N Hoods: 0 Other Units: 0 r Furn<100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Furn>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 0 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0 Ea add'500 sf: 0 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0 Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0 601-1000 amp: 0 601+amp-1000v: 0 1000+amp/volt: 0 ELECTRICAL-RESTRICTED ENERGY SF Residential Audio&Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Ecompasing: N Other: N Other Description: BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: ADD SF VB R-3 310 Owner: Contractor: HUBER FAMILY TRUST PACIFIC HOME REMODELING Required Items and Reports(Conditions) 11905 SW FONNER ST 14048 SW DOWNING ST 1 Ersn Cntrl 503-639-4175 TIGARD,OR 97219 BEAVERTON,OR 97006 PHONE: PHONE: 971-371-6053 FAX: Total Fees: $2,489.75 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You y obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344.,g4f �j Issued By: r Permittee Signature: C� ,a7,4- 6W5�/ Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application Residential FOR 01 I I( I. CSE O\1.1 City of Tigard 9,2!PPCEIVED Received /5„/ / 13125 SW Hall Blvd.,Tigard,ORDate/B : ! Permit No.: y 416,..!, , �/^�� ■ Plan Revi Phone: 503.718.2439 Fax: 503.598.196011114 fDate/By: of• )') -}- Other Permit: i'I G A K 1� Inspection Line: 503.639.4175 1 U N 1 5 2 017 Date Ready/By: f J u Internet: www.ti and-or. ov / /'� 1d See Page 2 for g g Notified/Method: 7! / / x.01 I Supplemental Information CITY OF 1 j( jLi $1-eG; / je TYPE aufbuNG Dw I REQUIRED DATA:1-AND 2-FAMILY DWELLING [_/New construction 12 Demolition Permit fees*are based on the value of the work performed. +IJ' Addition/alteration/replacement ❑Other: Indicate the value(rounded to the nearest dollar)of all equipment,materia , bor,overhead,and the profit for the CATEGORY OF CONSTRUCTIONwork indicated on this app. . n. (f 1-and 2-family dwelling 0 Commercial/industrial Valuation: SCA` d) 0 Accessory building 0 Multi-family Number of bedrooms: 8 8 `t 7 7 ❑Master builder + 0Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address:1( o 6 5 t.,) fry n ci 54- t New dwelling area: .',VO square feet City/State/ZIP: / �(ct✓red ( G2 c 7 223 Garage/carport area: /oleo square feet Suite/bldg./apt.no.: 1 Project name: J 1_ v� Covered porch area: square feet Cross street/directions to job site: [Z 5 — Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: I Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.: Indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the [ ✓ DESCRIPTION OF WORK work indicated on this application. i .c 1M h H '-l-tr1 "4" Qu Valuation: $ - Existing building area: square feet �- .P€ - 1 1 s LA A} tQ. ,..6 ih leet.-re_ pema-5 New building area: square feet liZr PROPERTY OWNER 0 TENANT Number of stories: Name: -IuStL2. YAhJt L`/ �t2.tt-5 r— Type of construction: Address: Occupancy groups: City/State/ZIP: Existing: Phone:( ) Fax:( ) New: ❑ APPLICANT (] CONTACT PERSON BUILDING PERMIT FEES* Business name: (Please refer to fee schedule) Contact name:c• l - Structural plan review fee(or deposit): Address: L(, ,G cJ, `J �,l �` VIA c L FLS plan review fee(if applicable): City/State/ZIP: Virvcl C��i S'11.2.:1_, Total fees due upon application: ��// CI 2� IFax::(, ) Amount received: ` Fe/7• 5-6 Phone: E-mail: a�„A L C`GU 6` t • � PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* • ` -, CONTRACtTOR Commercial and residential prescriptive installation of roof-top mounted Photo Voltaic Solar Panel System. Business name: pu C 1,,cL r �� G /....//K� Submit two(2)sets of roof plan with connection details Address: / 4�U G� SW H ! and fire department access,along with the 2010 Oregon I� /"di✓ti I Solar Installation Specialty Code checklist. City/State/ZIP: rJt4 yrylv.._ G/'a6 Permit Fee(includes plan review ( / and administrative fees): $180.00 Phone:(q ) `J 7l-5 2/...‘05-3 I Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lic.: 26/5- L/ Total fee due upon application: $201.60 Authorized signature: This permit application expires if a permit is not obtained A3,, within 180 days after it has been accepted as complete. I Print name: tn1 I Date: ` �5 ^7I *Fee methodology set by Tri-County Building Industry lL Service Board. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) Building Permit Application Checklist One- and Two-Family Dwelling roiz 01,11( 1 fi iclt:sl. Oyl.l City of Tigard Received Permit No.: lig Date/By: 13125 SW Hall Blvd.,Tigard,OR 97223 Associated permits: _ Phone: 503.718.2439 Fax: 503.598.1960 0 Electrical 0 Plumbing 0 Mechanical 1_l c A li n 24-Hour Inspection Line: 503.639.4175 Internet: www.tigard-or.gov ❑ Other: THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW 1 Land use actions completed. See jurisdiction criteria for concurrent reviews. 2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. ❑❑ ❑u. 0 3 Verification of approved plat/lot. 0 0 0 4 Fire district approval required. Name of district: 0 0 0 5 Septic system permit or authorization for remodel. Existing system capacity 0 0 0 6 Sewer permit. 0 0 0 7 Water district approval. ❑ ❑ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. 9 Erosion control 0 plan 0 permit required. Include drainage-way protection,silt fence design and location of catch- 0 0 0 basin protection,etc. 0 0 010 3 Complete sets of legible plans. Must be drawn to scale,showing conformance to applicable local and state building codes. Lateral design details and connections must be incorporated into the plans or on a separate full-size sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if copyright violations exist. 11 Site/plot plan drawn to scale. The plan must show lot and building setback dimensions;property corner elevations(if 0 0 there is more than a 4-ft.elevation differential,plan must show contour lines at 2-ft.intervals);location of easements and driveway;footprint of structure(including decks);location of wells/septic systems;utility locations;direction indicator;lot area;building coverage area;percentage of coverage;impervious area;existing structures on site;and surface drainage. 12 Foundation plan. Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details,vent size 0 0 0 and location. 0 0 0 13 Floor plans. Show all dimensions,room identification,window size,location of smoke detectors,water heater, furnace,ventilation fans,plumbing fixtures,balconies and decks 30 inches above grade,etc. 14 Cross section(s)and details. Show all framing-member sizes and spacing such as floor beams,headers,joists,sub- 0 0 0 floor,wall construction,roof construction. More than one cross section may be required to clearly portray construction. Show details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding material,footings and foundation,stairs,fireplace construction,thermal insulation,etc. 0 0 0 15 Elevation views. Provide elevations for new construction;minimum of two elevations for additions and remodels. Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full-size sheet addendums showing foundation elevations with cross references are acceptable. 0 0 0 16 Wall bracing(prescriptive path)and/or lateral analysis plans. Must indicate details and locations;for non- prescriptive path analysis provide specifications and calculations to engineering standards. 0 0 0 17 Floor/roof framing. Provide plans for all floors/roof assemblies,indicating member sizing,spacing,and bearing locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered 0 0 0 systems,see item 22,"Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists 0 0 0 over 10 feet long and/or any beam/joist carrying a non-uniform load. 0 0 0 20 Manufactured floor/roof truss design details. 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required 0 0 0 for four or more appliances. 0 0 0 22 Engineer's calculations. When required or provided,(i.e.,shear wall,roof truss)shall be stamped by an engineer or architect licensed in Ore on and shall be shown to be a licable to the ro'ect under review. 23 Three(3)site plans are required for Item 11 above. Site plans must be 8-1/2"x 11"or 11"x 17". 0 0 0 24 Two(2)sets each are required for Items 16, 19,20 and 22 above. 0 0 0 25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will not be accepted. 26 "Reversed"building plans must meet criteria outlined in the Permit&System Development Fees document. 0 0 0 27 "Drawn to scale"indicates standard architect or engineer scale. 0 0 28 Site plan to include tree size,type and location per approved project street tree plan(if applicable),and City of Tigard 0 0 0 Street Tree List. 29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations,driplines, 0 0 0 and protection measures must be drawn to scale and must include the project arborist's signature of approval. 0 0 0 30 A Clean Water Services'Sensitive Area Pre-Screening Site Assessment form is required for all building additions, including decks,patio covers(over non-impervious surface)and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) IIICity of Tigard 4'/°2 'I COMMUNITY DEVELOPMENT DEPARTMENT r 1 c A R D Building Permit Review - Residential Building Permit #: Ne-517:940/7 -00 x.3 01-. Site Address: / '3os E Project Name: 7�c�. er- Aid/' Lot #: (New dwelling=subdivision name;Addition or Alteration=last name of owner) Planning Review Proposal: 7O S' - 4D-71 '1 ¶ 'V erify site address/suite:De:iss andacriv topermtt system.erTerrace NeighborhNo ❑ Yes,See River Terrace Review Addendum Attached Sit Plan Elements: piXree(3)copies of site plan 01 sting structures on site ye plan must be on 8-1/2"x 11"or 11 x 17"paper tp Foo rint of (including structure decks)with finished Oawn to scale(standard architect or engineer scale) floor elevations .rth arrow N P'1 'ty locations&easements r , to address,project or subdivision name and lot number 11:Side alk/driveway approach (requtred for new and additions) 'A III plicant information(name and phone number) anon of wells/septic systems ensions and building setback dimensions .,ting trees to be retained with drip line,and tree �: .re footage of buildings to be demolished .rotection measures 0 area,building coverage area,percentage of coverage and O., et tree size,type and location ittpervious area(applicable if R-7,R-12,R-25&R-40) 7 treet names Property corner elevations(2 foot contour lines if more thanStorm water quality facility required if>1,000 sf of 4 foot differential) impervious area is created or replaced. Clean Wate Services—Service Provider Letter(lot platted prior to 9/10/1995): Required: j'Yes,applicant was notified ❑ /No PP R eceived: ❑ Yes ublic Facilities Improvement(PFI) Permit: Required: ❑ Yes,applicant was notified No Applied For: ❑ Yes ❑ No,stop intake .kiiizkand Use Case#: oning: -> I c- Required Setbacks: Front b Rear Side Street Side Garage koi ficandscape Requirement: IIP of Coverage Maximum: in Building Height: Maximum Height /3 1isual Clearance g Actual Height 1 ensitive Lands: ❑ Yes ❑ No Type \' rban Forestry Plan V) \nditions "Met"prior to issuance of building permit otes: Approved By Planning: /') -A.,---, i Revisions (after Building Submittal only) Date: (�' `! e Reviewer Date Revision 1: L if Approved ❑ Not Approved /lam 0--A-,� ( " -`---- (/2- 1 AlRevision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved I:\BuildingWorms\BldgPermitRvw RES 051617.docx Building Permit Submittal Original Submittal Date: 6Q1/511 7 Site Plans: # 3 Building Plans: # Building Permit#: 2-Enter building permit#above. Workflow Routing: ® O 'Planning - 'Engineering Permit Coordinator 2 Building Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: Engineering: (1) copy of permit application, (1) site plan, (1) building plan and /original plan review routing form. E Building: original permit application,site plans,building plans,engineer and • beam calculations and trust details,if applicable,etc. ,oe_, pu,A baa- /01)-44.1") AJZ-(aa.4c—�40 J� Notes: �� / By Permit Technician: C`!v, 0.00_✓,,,z_i Date: (p(/! / Engineering Review Slope at building pad: 5— 67 6 El Conditions "Met"prior to issuance of building permit ❑ Easements (encroachments)per engineering conditions of approval and plat ,B'Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: El Yes Z1 No Assess Water Quantity Fee in-lieu: .,© Yes El No LIDA Facility on lot: ,B'.Yes ❑ No / (2-- S ' 7 21"-NOT Approved by Engineering: lk� k Date: b Notes: ?(fi t 11. ?/2-431°P.(1— 1) 6„, L -Fele— cc 1 i%) 4 " t N-R-grit of ` Approved by Engineering: _ ,/Lt,,., Date: 1 4.--/ 1 7 Reviewer Date Revisions (after Building Submittal only) � `� �N l�� CLQ 17�}\ �� � l( 7 Revision 1: Approved El Not Approved J) / Revision 2: El Approved El Not Approved Revision 3: El Approved ❑ Not Approved Permit Coordinator Review Cl Conditions "Met"prior to issuance of building permit ❑ Approved,NOT Released: Date: Notes: Revisions ( ui ,w, __/// Revision Notice 1: Date Sent to Applicant: l_7� 4e..G e ct iell Revision Notice 2: Date Sent to Applicant: Revision Notice 3: Date Sent to Applicant: ❑ SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes �N/A Tigard Trans SDC: ❑ Yes (Ii4 N/A Parks SDC: ❑ es 8 N/A LIDA Yes 0,N/A OK to Issue Permit 7/ ------ Approved by Permit Coordinator: Date: I:\Building\Forms\BldgPernutRvw_RES_051617.docx i4evl3l•ti z Pr- Building Permit Submittal Original Submittal Date: eobs b7 Site Plans: # 3 Building Plans: # 3 _ Building Permit#: L1'Enter building permit#above. — Workflow Routing: 2-Planning 'Engineering LkPermit Coordinator Id'Building Workflow Sign-off: Cg-Sign-off for Planning(include notes from planning review) Route Application Documents: Lk-Engineering: (1)copy of permit application, (1)site plan,(1)building plan and original plan review routing form. E�Building: original permit application,site plans,building plans,engineer and beam calculations- enand trust details,if applicable,etc. Notes: ` 1 �.�1 �1 rte. fo � N4&e-�` , -�'b'�►e-C° By Permit Technician: �/� Data.: 6 al/7 Engineering Review g Slope at building pad: ❑ Conditions"Met"prior to issuance of building permit ❑ Easements (encroachments)per engineering conditions of approval and plat ,2r Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: 0 Yes 4(No Assess Water Quantity Fee in-lieu: .0 Yes 0 No LIDA Facility on lot ,"Yes 0 No ed byEngineering: A�lG/� µ, Date: 4 fL s/1 7 ,p'`NOT Approved l PPr Notes: t l` )t- �/2 fg4t— lsi?74(V T!'Of2.. ccR-&t 6Ai l� t Ny71zett Approved by Engineering: /fit,, Date: 1 f 1 7 Revisions (after Building Submittal only) [ Reviewer f Date Revision 1: Approved 0 Not Approved 4l j ICj- t✓fl l7 - (U 174) Revision 2: Approved 0 Not Approved H1{K L tl t L-IM 2- r' Revision 3: 0 Approved 0 Not Approved _ Permit Coordinator Review ❑ Conditions"Met"prior to issuance of building permit ❑ Approved,NOT Released: Date: Notes: Revisions( __ __// Revision Notice 1: Date Sent to Applicant CA�l��7" Ace a ct ilf Revision Notice 2: Date Sent to Applicant Revision Notice 3: Date Sent to Applicant ❑ SDC Fees Entered: Wash Co Trans Dev Tax: 0 Yes /A Tigard Trans SDC: 0 Yes N/A Parks SDC: ❑ es N/A LIDA Yes OAN/A 1/-41,s K to Issue Permit Approved Permit Coordinator: Date:- �f G by 1:\BuildineForms\BldeermitRvw_RES 051617.docx �'� t � , OFFICE COPY Clean Water Services LIDA Sizing Farm • Project Title: Project Location: l(�[o,�j oc�� Contact Name/Title/Company: . v� (� _twtpcy., Phone/e-mail: ?`'J-' G� — 12'v 1 .4cm[ (..(,6 6nri-; ( cc STEP 1: Determine Impervious Area Requiring Treatment Total Site Area (acres): I t1( (.�o I Total Existing Impervious Area (sq.ft.): I I Proposed New Impervious Area (sq.ft.): 151,d Impervious Area Requiring Treatment(sq.ft.) (Refer to Design&Construction Standards Chapter 4 for b instructions to calculate this area,which will be less than or equal to the new plus existing site impervious area.) STEP 2: Deduct Impervious Area LIDA Credits Porous Pavement(sq. ft.): Green Roof(sq. ft.): REVISION Other Credits as approved (sq. ft.): Total Credits (sq. ft.): Remaining Impervious area (sq. ft.) 'LAW Of Tigard (Total from Step 1 —Total Credits): Approved Plans ateQ--) STEP 3: Size LIDA Facilities for Remaining Impervious Area IA: Impervious SF, Sizing LIDA facility size area treated Factor (sq.ft.) (IA x SF) (sq.ft.) Infiltration Planters/Rain Garden 0.06 Flow-through Planter 0.06 LIDA Swale 0.06 Vegetated Filter Strip I5 c e, 0.06 1 c o Total Impervious I (*Must equal total from Step 2 or additional LIDA Area treated (sq.ft.) facilities or Water Quality Facilities must be added.) CleanWaterServices l.ow Impact Development Approaches Handbook 19 Ci o T' ext /007/ ty .f igard f r COMMUNITY DEVELOPMENT DEPARTMENT a TI A R o Building Permit Review — Residential Building Permit #: 15l o9p,7 —©O ..j Site Address: /'9O 2k) n p� C Project Name: her- a1/7�on Lot#: (New dwelling=subdivision name;Addition or Alteration=last name of owner) Planning Review Proposal: ♦-- A' — -�L 0 �, i co �s i ka. C' ) G�Lt ii7 r� :Iv VP •P, - r- 'iIenfy site address/suite#exists and . .ermit system.AverTceNeiborhood: No ❑ Yes,See River Terrace Review Addendum Attached Sit Plan Elements: (Wee(3)copies of site plan U' ting structures on site Viire plan mu,is .¢g on 8-1/2"x 11"or 11 x 17"paperFootprint of new structure(including decks)with finished ) awn to scale(standard architect or engineer scale) floor elevations rth arrow II,' ty locations&easements(required for new and additions) e address,project or subdivision name and lot number P Sidewalk/driveway approach r4 •plicant information(name and phone number) NI 4 .tion of wells/septic systems til .sions and building setback dimensions I 4.ting trees to be retained with drip line,and tree [i , . footage of buildings to be demolished •rotection measures 1 area,building coverage area,percentage of coverage and : -t tree size,type and location jnrpervious area(applicable if R-7,R-12,R-25&R-40) v trect names 'VProperty corner elevations(2 foot contour lines if more than -Storm water quality facility required if>1,000 sf of • 4 foot differential) impervious area is created or replaced. yClean Watec Services-Service Provider Letter(lot platted prior to 9/10/1995): /No Required: 'Yes,applicant was notified ❑ Received: O Yes ublic Facilities Improvement(PFI)Permit: Required: 0 Yes,applicant was notified No Applied For: 0 Yes 0 No,stop intake and Use Case#: oning: _1 Required Setbacks: Front Rear f Side Street Side KIA. Garage kb andscape Requirement: % IP ••t Coverage Maximum: r. Building Height Maximum Height OD Actual Height 1 sual Clearance sitive Lands: it ❑ Yes 0 No Type rAban Forestry Plan fnditions"Met"prior to issuance of building permit otes: Approved By Planning: ril 61,1.-.....„ Vti--:_. Date: ( /j C // 7 Revisions(after Building Submittal only) Reviewer Date Revision 1: Approved 0 Not Approved ..��_.. a ' 11 tJ Revision 2: Approved 0 Not Approved Revision 3: t Approved 0 Not Approved I:\Building\FonnsadgPennitRvw RES 051617.docx Vegetated Fitter Strip Page . .,,, .,:' . , ,,,,,., . 4 4 . . ,... . -...4,. -.. , --, --"'...r. ,,,e...,:; ,-,,,,...,,,,,, 4:'.:4.1,6', if.i., 4,,i,,,.. .,,,r .,,,,,:'4,,,,,,.....:,,,,,,,; 1,,,,,...,,,..,,,,.... : ,,,,,,,:::.::::::‘,1„::::,4',., , , yy s t p: K r t� F }� i� i '.„-.14,41„47,:1•1:` `F3f t 1P. fir, p°, § ¢ 1. P Alf k ,"� '''. (" ., if . ' ' *' \. Arata Creek School, Troutdale Design Factors (continued) Required Maintenance Period Vegetation • Water-efficient irrigation should be applied for the first two years Herbs,shrubs and grasses can provide the vegetation needed after construction of the facility, to remove sediment and pollutants. The vegetated filter strip particularly during the dry is planted or seeded with a mix of grasses,wildflowers,and p summer months,while plantings become established.Irrigation gr well suited to moist to dry soil conditions. All • after these two years is at the discretion of the owner. vegetation should be self-sustaining and drought tolerant. ° If public,the permittee is responsible for the maintenance of the vegetated filter strip for a minimum of two years fallowing Native plants are encouraged,but non invasive ornamentals that construction and acceptance of the facility. add aesthetic and functional value are acceptable.For a complete list of allowable plants refer to page 76. Long Terni Maintenance Trees are not required for vegetated filter strips,but are encoura ed If private,the property owner will be responsible for ongoing where applicable. Tree species should be selected bytheir g maintenance per a recorded maintenance agreement(see page 88 adaptability to moist-to-dry conditions and full size t maturity. for example maintenance agreement). The filter strip conveys evenly-distributed sheet flows of water for Detailed Operation and Maintenance Plans Refer to page 91 for through vegetation for treatment.Because unplanted areas may maintenance O. decrease stormwater treatment,the entire filter strip must have 100%vegetation coverage to ensure proper hydrologic function. All publicly maintained facilities not located in the public If check dams are required,plants suited to wet-to-moist lantin right of way must have a public easement to ensure access for conditions maybe supplemented on the upslope side of the check maintenance. dam where occasional inundation and pooling of water may occur. References Clean Water Services Design and Construction Standards 44 1 ow Impact Development Approaches Handbook CleanWater Services Clean Water Services LIDA Sizing Farm Project Title: 1- b - Project Location: L1995 �� � Contact Name/Title/Company: � � Phone/e-mail: ?v ' G� — 1,2"v l 4c5.r\RC(26 (1/ rre; I'CC-Yli STEP 1: Determine Impervious Area Requiring Treatment Total Site Area (acres): I 1 ( [ o I Total Existing Impervious Area (sq.ft.): I Proposed New Impervious Area (sq.ft.): 115t,O I Impervious Area Requiring Treatment (sq.ft.) (Refer to Design&Construction Standards Chapter 4 for b instructions to calculate this area,which will be less than or equal to the new plus existing site impervious area.) STEP 2: Deduct Impervious Area LIDA Credits Porous Pavement (sq. ft.): Green Roof(sq. ft.): Other Credits as approved (sq. ft.): Total Credits (sq. ft.): Remaining Impervious area (sq. ft.) (Total from Step 1 — Total Credits): STEP 3: Size LIDA Facilities for Remaining Impervious Area I IA: Impervious SF, Sizing LIDA facility size area treated Factor (sq.ft.) (IA x SF) (sq.ft.) Infiltration Planters/Rain Garden 0.06 Flow-through Planter 0.06 LIDA Swale 0.06 Vegetated Filter Strip 15 CC, 0.06 1 E,d .- Total Impervious I (*Must equal total from Step 2 or additional LIDA facilities or Water Quality Facilities must be Area treated (sq.ft.) added.) CleanWate 'Services Low Impact Development Approaches Handbook 19 , . . , Vegetated Filter Strip Page 1 of 3 Adjacent impermeable surface Evenly distributed sheet flow of Gravel trench&level set grade stormwater through vegetation �_ 101. board(if required) parking areas .a Jute matting &impermeable landsca e _ Check dam or berm ��' every 10'for slopes 4 greater than 20H:1 V I{ r, ‘, a Mfr v, impermeable ' // '1;4ett,: ', soils 7-4.•;. `,.-"t1".: ...Y '4:_)„,,,, W r.. f ^" il.f if ,..,,,,, ,,,,,,,,,,. .N - �t d ` Illlllilllllllllll a' ' 4,1,L.44....!0."...:".l •t•.,....,;-x;:., ; permeable 1 soils -y, •,u% 1 w, *3, .,� ,•. x xfrr iik R5 r '.t.7-4'.??,-,. ,,.*1° M'T,Yi, 4l*n1 - TM - „i -,'fkl .4 + N, k '' j •.. tri Y' s.. t�.. '^Ofi� `` .1.'. Description Application & Limitations Vegetated filter strips are gently sloped areas designed to receive Vegetated filter strips should be integrated into the overall site sheet flows from adjacent impervious surfaces.Filter strips are design and may help fulfill a site's landscaping area requirement. vegetated with grasses and groundcovers that filter and reduce the Vegetated filter strips can be used to manage storm runoff velocity of stormwater.Peak stormwater flows are attenuated as from a variety of impervious surfaces such as walkways and stormwater travels across the filter strip and infiltrates or is stored driveways on private property and within the public right of way. temporarily in the soils below. Check with the local jurisdiction if proposing • to use a vegetated filter strip in the public right-of-way. For residential driveways,center filter strips typically are 3 feet wide between two 3 foot wide paved sections.The strip treats and infiltrates stormwater only from the impervious area of the drive aisles which slope toward the center filter strip.The driveway center Y tit filter strip must ber maintained to the design requirements for �+` `' �- vegetated filter strips. ? �t. f . Tw .y -, `'.a .t•us' "r1. ..tom r } .- s . Oregon Zoo parking lot,Portland 42 Low Impact Development Approaches Handbook CleanWateSenrices s . . . , Vegetated Filter Strip Page2of3 , .r cc' Yr: ,JJ, , 1 '-' °'d�7` ° d 1 Att .rX yt�.. 1. t • fir„ ,\ . Xi, • .,..;r '4 ' l. a Y ; 4 d ' -' ' VP. . lf,' , t r joeolit ', ,, 1 p_ J .`,dam" ,fir��4`., ll ..a' 1 1 , , Oregon Zoo parking lot Design Factors Sizin Piping for Vegetated Filter Strips Vegetated filter strips are appropriate for all soil types and have Non-infiltrated flows/overflows from the vegetated filter strip are 18"depth of growing medium. The size of the filter strip will collected and conveyed to an approved system or outlet structure. depend upon the infiltration rate of existing soils. A sizing factor of Setbacks 0.06 assumes that the site has an infiltration rate less than 2 in/hr. Check with local building department to confirm site-specific For example,a facility managing 1,500 square feet of total requirements. impervious area would require a 90 sq ft filter strip(1,500 x 0.06). Soil Amendment/Mulch Size may be decreased if: Amended soils with appropriate compost and sand provide • Demonstrated infiltration rate is greater than 2 in/hr numerous benefits:infiltration;detention;retention;better plant using ASTM D3395-09 method;or establishment and growth;reduced summer irrigation needs; • Amended soil depth is increased reduced fertilizer need;increased physical/chemical/microbial pollution reduction;and,reduced erosion potential.Primary Geometry/Slopes treatment will occur in the top 18 inches ofi the vegetated filter The minimum width of a vegetated filter strip is 5 feet measured in strip.Amended soil in the treatment area is composed of organic the direction of stormwater flow.The slope is between 0.5 and 6%, compost,gravelly sand and topsoil. Compost is weed-free, and the slope of the impervious area draining to the strip is less decomposed,non-woody plant material;animal waste is not than 6%. allowed.Check with the local jurisdiction or Clean Water Services Check dams may be required to maintain shallow slopes if the for Seal of Testing Approval Program(STA)Compost provider. existing site slopes exceed 5%. Typically,check dams are 3 to 5 inches high and are placed every 10 feet where slopes exceed 5%. To avoid erosion,use approved erosion control BMPs for vegetated If a level spreader such as a grade board or sand/gravel trench is filter strip. required to disperse runoff evenly across the filter strip,the top must be horizontal and at an appropriate height to direct sheet flow to the soil without scour.Grade boards may be any material that withstands weather and solar degradation but should not be old railroad ties,used utility poles,or other pollutant source. Cteanwater services Low Impact Development Approaches Handbook 43 • . / 00g3 aeon Water Services (iDA SizingForm Project Title: 1 a les(cO4`c Project Location: t l�to 5 Ciavvn c r ` t c Z. S?7Z Contact Narne/Tttle/c ornpany: Pt,one/e-rn �b-y 1�i23 l don atus Qi . 1 - STEP 1: Determine Imperious Area Resin Treatment Total Site Area(acres): I WI t bo _1 Total Existing Impervious Area(sq.It.): �--�-1 Proposed impervious (sq-L� ! �3't o I impervious Area Requiring Treatment(stilt) [ 15 t C+ (Rater to DesignS mon Standards Chapter 4 for ins to calculate this area;which will be less than or equal to the new plus existing site impervious area.) STEP 2 Deduct Impervious Area 11*Credits Porous Pavement(sq.IL): Green Roof(sq.ft): Other Credits as approved(sq.ft.): Total Cry(sq.ft.): Remaining impervious area(sq.it) (row from Step 1-Total Credits): STEP 3: Size LIDA Facilities for Remaining Impervious Area IA: impervious SF, Sizing LDA tam size area treated Factor (sq.L)(IA x so (all.) Inetration Planters/Rain Garden 15 t C) e.06 La o ice► 0.06 LIDA Swale -fs*- 0.O6 Vegetated Feer Strip 0.06 Total Impervious equal Step 2 or additional LIDA. Area (sq ) facililleadded.) ity Facilities must be C 1 er Serv; ww li-npaci Deaelopm ni Approacoes Handbook 19 r 1 I Infiltration Planter/Rain Garden Page 1 of Overflow drain Growing medium Ne... Structural Wall parking areas ? &impermeable landscape blot F; : r IG -- ' - uuumluuml moa �'. <. arI saar+.-- �; _ F H sem permeable r .: �-1.- soils Description Application & Limitations Infiltration Planters(also known as rain gardens)are landscaped Infiltration planters should be integrated into the overall site reservoirs that collect,filter,and infiltrate stormwater runoff, design and may help fulfill the landscaping area requirement. allowing pollutants to settle and filter out as the water percolates Infiltration planters can be used to manage stormwater flowing through planter soil and infiltrates into the ground.Infiltration from all types of impervious surfaces,from private properly and planters typically require less piping than flow-through planters within the public right-of-way.Check with the local jurisdiction if and a smaller facility size than traditional wales where native soils proposing to use infiltration planters in the public right-of-way. allow for infiltration. Depending on the site,infiltration plantersThe size,depth,and use of infiltration planters are determined by con vary in shape and construction,with or without walls to contain the infiltration rates of the site's existing soils. the facility,or formed as a shallow,basin-like depression. I :,. � fie �-.w.. .... a Beaumont Village Lofts,NE Portland 30 Low Impact Development Approaches Handbook cam%% a se„iceS r' F t Infiltration Planter/Rain Garden Page 2of4 • •' V .Y r Overflow drain Growing medium aS •• '' : •,, , ` ' Jute matting , Design Factors Soil Suitability and Facility Sizing may flow directly from the public street right-of-way or adjacent The size and depth of the infiltration planter will depend upon the parking lot areas via curb openings. For infiltration planters with infiltration rate of existing soils. A sizing factor of 0.06 assumes the walls,install an overflow drain to allow not more than 6 inches of site infiltration rate is less than 2 in/hr. water to pond.Infiltration planters with side slopes,such as rain gardens,need an overflow drain to ensure no more than 6 inches For example,the size of an infiltration planter managing 1,500 of water will pond. On private property,follow Plumbing Code square feet of total impervious area would be 90 square feet(1,500 requirements for this overflow drain and piping,and direct excess dentified on permit drawings. Check with local jurisdiction or use Clean Water Services Size may be decreased if: Design and Construction Standards for additional information on • Demonstrated infiltration rate is greater than 2 in/hr piping material for use in the public right-of-way. using ASTM 03395-09 method;or •Amended soil depth is increased Setbacks Check with the local building deportment to confirm site-specific Geometry/Slopes requirements. The shape may be circular,square,rectangular,etc.to suit the • Generally,a minimum setback of 10 feet from building site design requirements.Regardless of the shape,a minimum structures is recommended. planter width of 30 inches is needed to achieve sufficient time for • Planters should not be located immediately upslope treatment and avoid short-circuiting.Planters in a relatively flat of building structures. landscaped open area should not slope more than 0.5%in any direction. Before site work begins,dearly mark infiltration planter areas to ovoid soil disturbance during construction.No vehicular traffic Piping for Infiltration Planters should be allowed within 10 feet of infiltration planter areas, Follow Plumbing Code requirements for piping that directs stormwater from impervious surfaces to planters.Stormwater CieanWdnr`Sermes Low Impact Development Approaches Handbook 31 , . . ,. ( Infiltration Planter/Rain Garden Page3of4 Ma , , New Seasons,20th and SE Division St.,Portland should be planted with herbaceous rushes,sedges,perennials, ferns and shrubs that are well-suited to wet-to-moist soil conditions. If the infiltration planter has side slopes(basin without vertical Buckman Terrace Apartments,Portland walls),soil conditions will vary from wet to relatively dry;several planting zones should be considered.The flat bottom area will Design Factors (continued) be moist-to-wet,and the side slopes will vary from moist at the bottom to relatively dry near the to�epwehere inundation rarely except as necessary to construct the facility.Consider construction of occurs. ois dee pth,tgradie total will llof the nd uponte e designed s gne ss infiltration planter areas before construction of other impervious maximum ri e waterslopeeTpis moisture depth o gradient planter,is atan and zone and surfaces to avoid unnecessary traffic loads. of should be planted with species that tolerate occasional standing Soil Amendment/Mulch water,and plants that prefer drier conditions toward the top of S Amended soils with appropriate compost and sand provide the slope.Areas above the side slopes,immediately adjacent numerous benefits:infiltration;detention;retention;better to the basin,and above the designed high water line will not plant establishment and growth;reduced summer irrigation be inundated and should be planted with self-sustaining,low needs;reduced fertilizer need;increased physical/chemical! maintenance grasses,perennials,and shrubs suitable for the local microbial pollution reduction;and,reduced erosion potential. dimate. Primary treatment will occur in the top 18 inches of the infiltration planter.Amended soil in the treatment area is composed of Native plants are encouraged,but non-invasive ornamentals organic compost,gravelly sand and topsoil. Compost is weed- that add aesthetic and functional value are acceptable.All free,decomposed,non-woody plant material;animal waste is not vegetation should be planted densely and evenly to ensure proper allowed.Check with the local jurisdiction or Clean Water Services hydrological function of the infiltration planter. for Seal of Testing Approval Program(STA)Compost provider. Quantities per 100 square feet: To avoid erosion,use approved erosion control BMPs for non- •115 herbaceous plants,1'on center spacing,'/-gal container structural infiltration planters. size;or Vegetation •100 herbaceous plants,l'on center,and 4 shrubs,1-gal Planted vegetation helps to attenuate stormwater flows and break container size 2'on center. down pollutants by interactions with bacteria,fungi,and other Trees are optional;if used,minimum 2 gallon by 2 feet tall. organisms in the planter soil.Vegetation also traps sediments, P reduces erosion,and limits the spread of weeds.Appropriate, carefully selected plantings enhance the aesthetic and habitat Trees are allowed in infiltration planters and should be selected value.For a complete list of allowable plants refer to see page 76. by their adaptability to wet-to-moist conditions and full size at maturity.An area twice the width of tree rootball and the depth of The entire water quality treatment area should be planted the rootball plus 12"(or total depth of 30",whichever is greater) appropriately for the soil conditions.Walled infiltration run-on should berabackfilled es lwi eh Foamended soil fon r o timsal g owide wopes, ith planters will be inundated periodically.Therefore the entire planter no trees should be placed along the side slopes of the facility rather than at the bottom. 32 Low Impact Development Approaches Handbook CleanWater4Services Infiltration Planter/Rain Garden Page 4of4 ' + • ¢ ,46 4E14 11, Mississippi Commons,NE Portland Fowler Middle School,Tigard Required Maintenance Period • Water-efficient irrigation should be applied for the first two years after construction of the facility,particularly during the dry summer months,while plantings become established.Irrigation after these two years is at the discretion of the owner. • If public,the permittee is responsible for the maintenance of • the infiltration planter for a minimum of two years following • construction and acceptance of the facility Long Term Maintenance If private,the property owner will be responsible for ongoing maintenance per a recorded maintenance agreement(see page 88 .14 for example maintenance agreement). ' For detailed Operation and Maintenance Plans that describe 12th and Montgomery St.,Portland proper maintenance activities please refer to page 91. All publidy maintained facilities not located in the public right-of-way must have a public easement to ensure access for maintenance. References Clean Water Services Design and Construction Standards CaeanWater4services Low Impact Development Approaches Handbook 33 Clean Water Services File Number ?- CleanWaterN Services 117-002544 Sensitive Area Pre-Screening Site AssessmentRECEtVEf 1. Jurisdiction: Tigard AUG 7 zog ; ti 2. Property Information(example 1S234AB01400) 3. Owner Information CITY Or 7 Tax lot ID(s): 2S103BD03700 Name: Geneva Huber RUtl.DING DIv ISION Company: Address: 11905 SW Fonner Ci State,Zip: Tigard,Oregon,97223 Site Address: 11905 SW Fonner St. ty, City,State,Zip: Tigard,d,Oregon,97223 Phone/Fax; 5039691231 don11660@gmail.com Cross Street: 121st E-mail; ant Informationlic 4. Development Activity(check all that apply) 5. Applicant Huber al Addition to Single Family Residence(rooms,deck,garage) Name: ❑ Lot Line Adjustment U Minor Land Partition Company: CI Residential Condominium U Commercial Condominium Address: 11905 SW Fonner St. ❑ Residential Subdivision ❑ Commercial Subdivision City,State,Zip: Tigard,OR,97223 ❑ Single Lot Commercial ❑ Multi Lot Commercial Phone/Fax: 503-969-1231 Other E-Mai{: don11660@gmail.com 6. Will the project involve any off-site work? U Yes IX1 No U Unknown Location and description of off-site work 7. Additional comments or information that may be needed to understand your project This application does NOT replace Grading and Erosion Control Permits,Connection Permits,Building Permits,Site Development Permits,DEQ 1200-C Permit or other permits as issued by the Department of Environmental Quality,Department of State Lands and/or Department of the Army COE.All required permits and approvals must be obtained and completed under applicable local,state,and federal law. By signing this form,the Owner or Owner's authorized agent or representative,admowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certify that I am familiar with the information contained in this document,and to the best of my knowledge and belief,this information is true,complete,and accurate. Print/Type Name Geneva Huber Print/Type Title ONLINE SUBMITTAL Date 8/3/2017 FOR DISTRICT USE ONLY LI Sensitive areas potentially exist on SERVICE PROVIDER LETTER If site Areas exiof st on the site or withsite.THE in 200 feet on adjacent properties,ASSESSMENTNT MUST PERFORM A SITE atural esourrces Assessmen AssessPRIOR TO ISSUANCE OF ment may also be required. ❑ Based on review of the submitted materials and best available information Sensitive areas do not appear to exist on site or within 200'of the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 07-20, Section 3.02.1.All required permits and approvals must be obtained and completed under applicable local,State,and federal law. will not significantly impact the existing or potentialry XBased on review of the submitted materials and best available information the above referenced project sensitive area(s)found near the site.This Sensitive Area Pre-Screening SiteAstessment does NOT eliminate the need to evaluate and protect additional water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 07-20,Section 3.02.1.All required permits and approvals must be obtained and completed under applicable local,state and federal law. ❑This Service Provider Letter is not valid unless CWS approved site plan(s)are attached. U The proposed activity does not meet the definition of development or the lot was platted after 9/9/95 ORS 92.040(2). NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUIRED. Date 8/3/17 Reviewed by e-4--e a-- PI r FOR OFFICE USE ONLY—SITE ADDRESS: 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 toyour project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT .1! 'I _ Transmittal Letter i ,, i, 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503.718.2439•www.tigard-or.gov TO: // k —L' `'`� a DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: yataj fl J JUN 2 9 ZOil COMPANY: BU LADING ©MRD PHONE: 3 _9 c,c i Z3 ' RE: /190 s ` `a-11-• Tao` (Site Address) ) 7'OD S 2-*•'mit Number ,fact name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: Copies: I Description: Additional set(s)of plans. Revisions: 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:0 ( . P 6t,o olQ.4__ A-L- .,i)Dk-c. • ,Ciee.i.-.--,_./zic u FOR OFFICE USE ONLY Routed to Permit Technician: Date: --' 17 Initials: Fees Due: C3 Yes IX No Fee Description: Amount Due: $ $ Special $ Instructions: I Reprint Permit(per P): 0 Yes No Done Applicant Notified: I Date: f� 1 I Initials: /--4,-- , 1:113aildingWorms\TransmittalLetter-Revisions_061316.doc FOR OFFICE USE ONLY—SITE ADDRESS: 1/705- SetJ Paktieyeir./ 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 N . Transmittal Letter r:(,,\RD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov er TO: I U1n� DATE w r` i �`, DEPT: BUILDING DIVISION FROM: c ��cA 1--LAD-e r` ti -` l� �> s 1 ,. Arm # ' ,a'k. , COMPANY: � ` PHONE: ` j3 b _9,CPI — 123 1 I s n RE: I tqoc; C�. .,1,A n4a.t( 4 ` /45 7 • cr,e?Z. Ad (Site Address) (PerllTi'� R J�C,�/ Re f c.--e_ (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITE111i• I Copies: I Description: S C pies: I Description: I Additional set(s)of plans. Revisions: s Cross section(s) and det ' t �� Wall bracing and/or lateral analysis. Floor/roof framing. t/ Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: ?..e___,x. , -5 Loi tnr Lc. tA3.9.-v. FOR OFFICE USE ONLY Routed to Permit Tey•, ician: Date: a_ 7 _ i g Fees Due: ye� � Initials: -� ❑No Fee Description: Amount Due: • S Jr) P1cY, r-et ► c $ Lf $ $ Specia $ Ins y.ctions: Reprint Permit(per PE): [] Yes No� Applicant Notified: ) El Done Date: )l/ Initials: -- I:liuildingTonns\TransmittalLetter-Revisions.doc 05/25/2012 City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 Location: Inspection Date: 11905 SW FONNER ST, TIGARD, OR, 97223 July 17, 2018 at 11 :35:38 AM Record Type: Record ID: Residential - Master Permit MST2017-00232 Inspection Type: Inspector: 299 Final inspection David Young Result: FA I L Comments: Provide approved Lida final inspection. Provide approved landing at garage man door. No further inspection, no answer at door, no one home. Violation Summary: Inspector Contractor City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 Location: Inspection Date: 11905 SW FONNER ST, TIGARD, OR, 97223 July 19, 2018 at 1 :26:11 PM Record Type: Record ID: Residential - Master Permit MST2017-00232 Inspection Type: Inspector: 299 Final inspection David Young Result: PASS - NoCofO Comments: Final inspection approved. Violation Summary: Inspector Contractor City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 Location: Inspection Date: 11905 SW FONNER ST, TIGARD, OR, 97223 July 18, 2018 at 9:28:10 AM Record Type: Record ID: Residential - Master Permit MST2017-00232 Inspection Type: Inspector: 299 Final inspection David Young Result: FA I L Comments: Owner to schedule final erosion control inspection and building final for next day. Violation Summary: Inspector Contractor