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k r 4A40 PCS Tigard TriangleHELEIVED Development Permit Worksheet JUN 1 9 2018 CITY OF TIGARD Date: 19Jun18 BUILDING OI1,IISION Project Name: 72nd Avenue Apartments Applicant Name/Contact Info: 72nd Avenue Property, LLC/Richard Cassinelli Property Owner Name/Contact Info: 4804 NW Bethany Boulevard, Suite 1-2, Portland, OR 97229, 503-545-5217, rec65@me.com INSTRUCTIONS This worksheet will help you evaluate your project against the Tigard Triangle development standards, but it is not a substitute for the code. Community Development Code references are provided throughout the worksheet to guide you to the specific sections that may be applicable to your project. 1 Learn about the Tigard Triangle Development Standards using this worksheet. The full set of standards are online: www.figard-ongov/tigardtrianglc Schedule an Early Assistance Meeting(503-718-2421) with the city. Learn about what 2 standards and permits apply to your project and whether street improvements, land use review, or new street addresses will be required. ➢ Bring all project information and plans and come prepared with your questions. Contact all applicable Service Providers to understand how their requirements may affect your project. See the next page for a list of service providers. ➢ Obtain all required service provider letters and emails. ➢ Adjust your site or building design as needed to meet service provider requirements. Work with the city's Engineering Department (503-718-2440) to understand the standards and permitting requirements for connecting to public utilities, managing stormwater, or working in the public right-of-way. ➢ Adjust your site or building design as needed to meet engineering requirements. Schedule a Plan Check and Permit Submittal Meeting (503-718-2421) with the city after the city assigns new street addresses to your project,where applicable. Your submittal must adequately show how your project meets all applicable 5 development standards, engineering and service provider requirements, and local and state building code standards. Contact the Building Department (503-718-2439) for more information about the building code and permitting process. See the next page for a list of submittal items. Page 1 SUBMITTAL INFORMATION Service Providers Contact all service providers as needed per Step 3 on Page 1: nClean Water Services (CWS) —sewer and stormwater service provider nT• ualatin Valley Water District (TVWD) —water service provider F7T• ualatin Valley Fire and Rescue (TVFR) —emergency service provider X Pride Disposal—garbage service provider nPortland General Electric—electric service provider (and clearance requirements around power lines) nOptional: Northwest Natural—natural gas service provider n Optional: Telephone/Internet/Cable Company n Depends on Project Location/Impacts: Oregon Department of Transportation Submittal Materials Bring all materials to your plan check and permit submittal meeting per Step 5 on Page 1: n P• lan Check Meeting Fee X Development Permit Worksheet (submit this entire completed worksheet) X Project Description and Site Information (see Page 4 for details) nP• roperty Owner Authorization nBuilding Permit Application(s) (as needed per Building Department) n Public Facility Improvement Application (as needed per Engineering Department) nPlans and Drawings (as needed for all permit applications and to show compliance with development standards) n Service Provider Responses - CWS Service Provider Letter (SPL) - TVWD Confirmation of Service Email - TVFR Confirmation of Plan Review Email Page 2 [Placeholder for Process Flowchart] Page 3 PROJECT INFORMATION Site Information © Provide a detailed description of your project site on a separate sheet that includes the following information at a minimum. May be combined with Project Description below. • Address(es) • Tax lot number(s) • Site size or dimensions • Name(s) and number(s) of existing/future street frontage(s) • Presence of future street, path, or trail (see transportation map on Page 15) • Presence of natural resources (e.g.wetland, creek,district tree) Project Description x Provide a detailed description of your project on a separate sheet that includes the following information at a minimum. May be combined with Site Information above. • Proposed/existing uses • Proposed/existing site improvements,including but not limited to off-street parking spaces, driveways, and retaining walls • Proposed/existing buildings,including but not limited to number of building,number of stories/building, and approximate square footages of each use • Proposed demolition or modification of any buildings or site improvements Zoning (see zoning map on Page 14 Only Transportation Facility Standards (Section 18.660.090) apply if property TMU 6 Stories zoned C-G. Skip to Page 11. • TMU 4 Stories Is your project exempt from the city's standards? If so,why? (Section 18.660.020.B.1) n Operation,maintenance,or repair of existing public facility 1 Public capital improvement project undertaken by the city n Maintenance or repair of existing building or site improvement I I Improvement to existing building or site improvement to comply with accessibility requirements Reconstruction of a building following accidental destruction x Project not exempt Page 4 ..DCI EP1G1nEEF5 E Washington Oregon 8 California g! Texas Alaska Colorado 72nd Avenue Apartments Montana Project Information Site Information • 11720 and 11750 SW 72nd Avenue, Tigard, OR 97223 • Tax Lots 1S136DC03200 and 1S136DC03300. • Total Lot size: 25,567 sf (after frontage dedication) Dimensions: 158' W x 162' D • One street frontage (158 If)to be improved on 72nd Avenue. • No future street, path or trail adjacent to development. • No natural resources onsite. The two existing lots have an existing drainage easement between them for the uphill property. There are no wetlands onsite, and no evidence of regular runoff through this easement. The easement will be rerouted around the new building with a piped conveyance pipe and connect to the same drainage system in 72' Avenue. Project Description • Proposed Uses— Commercial retail (TBD), Residential Household Living Existing Uses— Residential Household Living (both lots) • Proposed Site Improvements— Mixed use commercial/residential with onsite parking, a new driveway and retaining walls on north and south property lines. Existing Site Improvements —Two single family residential lots with driveways. • Proposed Building — Commercial storefront on frontage at ground level, apartments on levels 2 — 5 above. 2,160± sf commercial, 39,200± sf residential on 4 levels. Existing Buildings —single level homes with attached garages. 1,830 sf and 1,750 sf building areas. • All existing site features will be demolished and replaced with the new development. 921 SW Washington Street,Suite 560 I Portland,OR,97205 Phone(503)242-2448 Service Innovation Value PROJECT COMPLIANCE EVALUATION I. Use Standards (Section 18.660.060) Provide a general description of your project using the uses listed in the table on the reverse. If your project is a mixed-use development, list all uses. • For descriptions of use categories and types, see Chapter 18.60. • For restricted uses, see Section 18.660.060.C.2 for restrictions. • For conditional uses, see Chapter 18.740 for details. A conditional use requires land use review. a ,,,-..-4 y ii 2 At i�r�3� �� • �'i 4? ���_ta J N C 9 • e • a 9 _ i ' a 1 4- : .1 ,1 U �i _ 1 Tpliu t � i7G iii N / L. 3 c . .. ,,,,,,,,J3411 ,117.7110.,aY"'1 '�`� J a 1 ii g Use 1: Commercial - retail (TBD) x x Use 2: Residential - Household Living x x Use 3: Use 4: Use 5: Question to consider: 7 Does your protect site contain a pre- xtsttng land use that is pro_ to -n1iin that does not meet the land use standards in 18.660.06U' See Section 18.660.050.( foremain more information. Page 5 Permitted Uses Use Type Use Category Civic Use Colleges Community Recreation Cultural Institutions Day Care Emergency Services Medical Centers Postal Service Religious Institutions Schools Social/Fraternal Clubs/Lodges Commercial Commercial Lodging Custom Arts and Crafts Eating and Drinking Establishments Indoor Entertainment Office Personal Services Repair-Oriented Retail Industrial Railroad Yards Research and Development Other Transportation/Utility Corridors Residential Group Living Household Living(all types) Transitional Housin Restricted Uses Commercial Bulk Sales Non-Accessory Parking Sales-Oriented Retail Industrial General Industrial Light Industrial Other Wireless Communication Facilities Conditional Uses Civic Use Basic Utilities e.!. elec. substations Prohibited Uses Commercial Adult Entertainment Animal-Related Commercial Major Event Entertainment Marijuana Commercial Facility Motor Vehicle Sales/Rental Motor Vehicle Servicing/Repair Outdoor Entertainment Outdoor Sales Self-Service Storage Vehicle Fuel Sales Industrial Heavy Industrial Industrial Services Marijuana Industrial Facility Warehouse/Freight Movement Waste-Related Wholesale Sales Other Agriculture/Horticulture Cemeteries Detention Facilities Heliports Mining Page 6 PROJECT COMPLIANCE EVALUATION II. Site Design Standards (Section 18.660.070) Evaluate whether your project meets the site design standards.A summary of each standard is provided below but should not be relied upon for determining compliance. A detailed site plan will be required with your development permit submittal to verify compliance. See figures on the reverse for additional information. Use the following notations in the check boxes below: 1 1 = Standard met NA = Standard not applicable (not relevant or code allows exception) A = Adjustment to standard approved (provide case file number on Page 13) Explain any "NA" or"A" responses on Page 13. / ri B• uilding location (1-ft min. and 12-ft max. street setback for at least 70% of building facade; no rear or side property line setback. Exceptions for corner lots,through lots, and new buildings on lots with existing development.) In Utilities and Service Areas (Screening is required for most above-ground utilities, e.g. utility cabinets, and service areas, e.g. outdoor storage,trash containers, and mechanical equipment. Landscaped stormwater facilities and roof-top equipment exempt from screening requirement. PFI permit is required for stormwater facilities.) ElO• ff-Street Parking (No min. number of parking spaces;max. parking spaces in Table I I 18.310.2. Street setback, screening,and landscaping are required where parking proposed.) n Public Bicycle Parking (Min. number of required spaces based on street frontage length.) n R• etaining Walls, Fences, and Street Screens (Height,length, and location are regulated.) n Driveways (Width and number are regulated. Sight distance analysis and city engineer I approval is required. PFI permit is required. Exceptions for Dartmouth St,72'Ave, and Pacific Hwy.) n District Trees (District trees are Oregon white oaks adjacent to existing and future streets. ' I Preservation is encouraged but not mandatory.Removal requires a process and a fee. City staff maintains a district tree map and inventory.) . H s ; -J - ,i S b- Q 4 '0 0 e �.�a , d , Page 7 SITE AND BUILDING DESIGN I • 15,. - No min.setback from t, :_ I interior property lines € ' 1 f • '; PARKING AREA.' • min.nu.nb�r pF spac I )-• I ". I r" ¢ At least 70%of facade w within max.building setback ! o- cu I !III o . BUILDING ...a rn , I T < I Street screen m At least 70%of facade I required =_ within max.building setback c' i I 35'min.setback r— • for parking area m IIa n I Max binding setback(12')_ __ e� m Min,building setback(1') _ I en L.T._._.—._._._._._.—._._._._._._._._._._ "—._._._ Street property line S I D E W A L K S T R E E T •— Property tine on Parking area Street-facing facade Location,screening,and Window and entrance landscaping standards apply standards apply (Subsection 18.620.070.0) (Subsections 18.620.080.0&E) PARKING LOT LANDSCAPING 5'min.dimension ( ►—.---Trees must have i '�✓ minimum soil volumes as required by Urban Forestry Manual 5`min,width---s► 90 s.f.min.area (single-loaded) 180 s.f.min.area (double-loaded) BUILDING —' w w ' Wheel stops . . I o r-- required .-.A I , co adjacent to #• # landscaping «4,# I ii,f• r I Landscaping Option 1 Landscaping Option 2 I One island with tree R 4i' ,-u+s y n�(tE; at least every 5 spaces a I me ,,� VEHICLE ACCESS I 20' and a end of every row or trees Option 1OM as r -— Property line Landscaping 0 Tree Page 8 PROJECT COMPLIANCE EVALUATION III. Building Design Standards (Section 18.660.080) Evaluate whether your project meets the building design standards.A summary of each standard is provided below but should not be relied upon for determining compliance.A detailed site plan and elevation drawing will be required with your development permit submittal to verify compliance. See figures on the reverse for additional information. Use the following notations in the check boxes below: = Standard met NA = Standard not applicable (not relevant or code allows exception) A = Adjustment to standard approved (provide case file number on Page 13) Explain any"NA" or "A" responses on Page 13. Height (Max. height of 4 or 6 stories based on location. See zoning map on Page 14 for location information. Specific requirements for ground,middle, and top stories of buildings.) I I Entries (Min. number of required entries based on building facade width and use. Distance I from street and grade change from sidewalk are regulated.Weather protection is required.) Projections (Some projections allowed in the min. street setback and public right-of-way such as cornices,balconies, and awnings with city approval.) Windows (Min. percentage of required window area based on building facade area.) y�t i1 Question to consider: '` yg • Is out r •Quese�em t from some standar ecause of pre • •e 11 18.660.050.D for more information. a Page 9 .. WINDOW AREA AND WEATHER PROTECTION / / If/,Vii. I� / (i'/9 ft I rAIA /ti'/l/fr. ..,0 ' Ill /1� ///11.0 WA7 4i. I/'M Ill A mrii, / 7 i ri IA r41/ If/'///li I// /f! //i rff Window area is the aggregate Il 4'/Illi. I/,N AWAf/4Ill % r E /f weof the glass within each window, ow,including any interior grids,mullions,or transoms. I/f/ 7 A( A Vii,/G r i% V `//A i`/l/A G% Ill,�'/ll/r I//,%%/, !I'1!/. IJr/li Ari Vivi, Minimum window area for I ////f lffJ�ll/1 I/J,%!l� ll�//% Ill/,/I/li l�l/!i ll,/f/l upper stories: /!//r.4 //A %!/, 1!/, ll/,ll� Il/•!ll llJ. l/i I 1//r • 3O%(mixed use and non- ( , i i t 1 i I i 1 1 1 1 1 residential buildings) • 15%(residential buildings) sem,,,;r AY I,, ll%llll{I,OA Is. r /� /jf/ 16 max I Weather protection required over building entries at least as wide as entry and a j maximum of 6'above entry Minimum window area for rii rground story: ff 50%(mixed use and non- A '` /. Jf/, residential buildings) 1 •30%(residential buildings) Glass within doors count toward minimum window area BUILDING PROJECTIONS •-- 1'max,projection into minimum building setback 1111111111111 •— 4'max.projection into public right-of-way IllhIIIIIIIi-, imomenos S 3'min.depth for required weather protection and 6'max.projection into public right-of-way 8'min.vertical clearance I 1 : 1 .. . . Private property Public right-of-way Page 10 PROJECT COMPLIANCE EVALUATION IV. Transportation Facility Standards (Section 18.660.090) Evaluate whether your project meets the city's transportation facility standards.A summary of each standard is provided below but should not be relied upon for determining compliance. Consult with the Engineering Department as needed. The Engineering Department will use the review process in Section 18.660.040.B.3 and the information you provide about your project to determine whether the project needs to provide transportation facility improvements, such as right-of-way dedication or street frontage improvements. n Intersection Spacing and Design (Access report required for new street intersections. Curb extensions at intersections may be required.) INTransportation Network Connectivity (See transportation map on Page 15. Max. block perimeter is 2,500 feet.Additional pedestrian and bicycle connections are required in certain situations. Private streets are prohibited.) 151 Transportation Facility Design (See figure and table on reverse for street design standards and Section 18.660.090.4 for additional information. Exceptions for Dartmouth St, 72nd Ave, and Pacific Hwy.) Questions to consider: • Is \-cur project outright e\c nil4 from street frontage impro\emcnts? See Section18.660x020.132 for more;information. • Is \our project elic;ilile to pay a fee in lieu of constructing any required impro\ements? See Section 18.660.090.D for more information. • Doestiour project require a'Transportation I act Study (TIS)? See Section 18.660040.3.c for more information •JJJDoes v our project require a'1 ransportation l\htir ation land use 1 viem-as a result of a '1'1S analysis?See Section 18.660.040 3 c.iii for more information. o'p Page 11 STREET DESIGN n r _ i 01 EN ill i, I ii MB r!kryg$ _.___.fil .µ.,. _.. _ i 1 . rl , .ir,,,,,,,, ) ,> g''' '''' --- -, . , ; !if-- `71' 7 '"glitih• 1111 4 .. �xf �;, r- ° •;.!i'°°6 1. I # — - /ill \1 Landscaping/ On-street Travel Travel On-street Landscaping/ Sidewalk Furnishing parking Lane Lanearkin P 9 Furnishing Sidewalk 6'-9' 5'-8' 8' 10' 10' 8' 5'-8' 6'-9' Right-of-Way i 64' Street Element Width Notes Maximum Right-of-Way 64' Any turn lanes required by the city engineer shall be (without bike lanes) accommodated in the on-street parking lane. Maximum Right-of-Way 70'—76' Any turn lanes required by the city engineer shall be (with bike lanes) accommodated in the on-street parking lane. Bike lanes are required on specific streets. See Map 18.660.B for bike lane locations. Bike lanes are 6' in width and usually, but not always, located on both sides of the street. Vehicle Lane 10' One travel lane in each direction is required.The need for a center lane is determined by the city engineer. On-Street Parking Lane 8' Parking on both sides of the street is required along the full length of each block face unless otherwise approved by the city engineer for access, sight distance, stormwater facilities, bus stops, right turn lanes, or other need as identified by the city engineer. Sidewalk Corridor 14' Sidewalk corridors are required on both sides of the street. Each corridor shall include a sidewalk, landscape strip or tree well, and a 6" curb. • Minimum sidewalk width is 6' • Minimum landscape strip width is 5' • Minimum tree well dimensions are 5'x 14' Landscape strips and tree wells may include stormwater facilities. Curb extensions shall be included at all intersections. See Section 18.660.090.C.4.b and c for additional standards on street trees and stormwater facilities. Page 12 PROJECT COMPLIANCE EVALUATION V. Minimum Public Facility Standards Evaluate whether your project meets the city's minimum standards for safety and adequacy. Consult with the Engineering Department as needed. • Frontage on, or approved access to, a public street. ✓ A minimum of 24 feet of pavement and horizontal clearance on a public street along each street frontage where access is taken. v Adequate public utilities (See Tigard Public Improvement Design Standards and TCDC Sections 18.910.050 Easements, 18.910.090 Sanitary Sewers, and 18.910.120 Utilities.) ✓ Adequate stormwater management facilities (See Clean Water Services standards,Tigard Public Improvement Design Standards, and TCDC Section 18.910.100 Storm Drainage.) Explanation for "NA" or"A" responses from Sections II and III (or attach separate sheet) See ADJ2018-0001, 2, & 7 N"••••••-.. /2 Page 13 Tigard Triangle _ —" 1"> `LS -. , : ;,---.3----1--- Tigard - Boundary and Zoning Map ; g11 , E7., Esr -, :, _ i l iI 3 1 Tigard Triangle Plan District , ril i-_ General Commercial(C-G)Zone ........41...., � .- - Triangle Mixed-Use(TMU)Zone vF\G . . , . ... - • • • • Six Story Max.Height H .. LI /`'T Four Story Max.Height NEST Q i + �° C ....•• N <. fN:LLA 3/ N1t, ` ,r's ,- ......... ....... ...... - A7 A. 3.1 1 H4INFS ST` TL, • SAY w CLINTON tg 1 k ' DAR � Th1p�rH ST i. —i6 I 1,-... pARDE�PL .. aw a �usc , r J . /F t *'' •.... � ` `f / , 2, ; „,,, / ; FRANKLIN I_ . _, „ R R- 77 / \ ' 1-1./.., E.,,,,, 1 , yU i r / './ ib = HAW'roNsI ., y 3t..•::/../..;• a=mt_ ,..d_,... T i \ = r a : {PAMEU >,,,,k\ ,. CRESTVIEw sr v"1t+f t=ERNS ST YARNS ST t \ \ ;/ L \\\::\\\,,,„\I i • `°'” .<FIR 57 . fff s� 4 j ., '.,'\ \ ....\ ' i ''''2,' i ----- 11.._1 ;, - - °1 jjj Qn ...TECH CENTER DR..... Page 14 jflJI! � ...,.-^ Tigard Triangle • ei" » Et1 - "- Transportation Network Map v R i um i 1 Future street intersection locations 'V 2A gazai-olmi is 1- k ill �� � :am Et t and future street,path,and trail ii• _ �� a 1 -� -1 *� 6 I alignments are illustrative.All future f ii �_r__� j ••.- 1 12= f transportation facilities are subject I Q to change based on development ■ - n� Alt, l 3 _to review,final design,engineering ** �" -+a and permitting by the applicable " - ' �, �> /a i approval authority. I ® ,k0G'� ■ mina {; 4 urvi \le gt.`' ! rx ... : f 1 ,,,,---- ii ' ,. Le ii pi, , , , .,..... ,„,, rii s >� dkUU, a i a 010... * J €Li N • 0 Ada Zet ___: ' , g ieu al tb s. 11-------S% ...• •• * ni i___ I. _ i + i i_37. _.,,, _- ■i , , , , . ,_ . . 11 4 . _____ sr., ,,,,, ,, II n .., 1 7,,,,,,,,,... - , L.., / k ,f._,,...., mg a I 1 illim 'NIP 4I IIIIII we 1 , fi ‘,,, ., , _____ .ks...:),„f, ..„, ___, , or__ J rJ�� i n, ". O Milli 1,111, � •Mill •. am ii !■t ■ k. me MIN IN klikill 1711 .. 11111 Pa ■ Transportation Facilities 1111 lk. ri Existing Street ' \lik #11101 r- • in—■ Future Street NM mg Future Path ,000 All iiia 1 1 I Existing Trailcallni t } Irli ***= Future Trail i . l 11101010w'' Bike Lane (Both Sides) UNION • *r - - Bike Lane (East Side) ■a �� • IAlleys(Encouraged) I .- - 7 • I. Ifl Tigard Triangle Plan District tl Page 15 \� Clean Water Services File Number CleanWater\ Services 17-002061 Sensitive Area Pre-Screening Site Assessment 1. Jurisdiction: Tigard 2. Property Information(example 1S234AB01400) 3. Owner Information Tax lot ID(s): Name: Richard Cassinelli,Managing Member 1S136DC Tax Lots 3200&3300 Company: 72nd Avenue Property LLC Address: 11720 5W 72nd Avenue Site Address: 11720 SW 72nd Avenue City,State,Zip: Tigard,Oregon,97223 City,State,Zip: Tigard,Oregon,97223 Phone/Fax: 503-545-5217 Nearest Cross Street: Between Clinton and Baylor Streets E-Mail: rec65@me.com 4. Development Activity(check all that apply) 5. Applicant Information ❑ Addition to Single Family Residence(rooms,deck,garage) Name: Matt Sprague ❑ Lot Line Adjustment ❑ Minor Land Partition Company: Pioneer Design Group ❑ Residential Condominium ❑ Commercial Condominium Address: 9020 SW Washington Square Road,Suite 170 Li Residential Subdivision Li Commercial Subdivision ❑ Single Lot Commercial Li Multi Lot Commercial City,State,Zip: Portland,Oregon,97223 Other Phone/Fax: 5030643-8286 Mixed-Use Apartments and ground floor Commercial E-Mail: msprague@pd-grp.com 6. Will the project involve any off-site work? i8)Yes ❑No ❑Unknown Location and description of off-site work Frontage improvements along 72nd Avenue 7. Additional comments or information that may be needed to understand your project The applicant is proposing a 5 story mixed use structure including apartments and ground floor commercial. 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 andlor 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,acknowledges 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 Matt Sprague Print/Type Title Principal ONLINE SUBMITTAL Date 6/15/2017 FOR DISTRICT USE ONLY Sensitive areas potentially exist on site or within 200'of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A SERVICE PROVIDER LETTER. If Sensitive Areas exist on the site or within 200 feet on adjacent properties,a Natural Resources Assessment Report may also be required. Li 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. ❑ Based on review of the submitted materials and best available Information the above referenced project will not significantly impact the existing or potentially sensitive area(s)found near the site.This Sensitive Area Pre-Screening Site Assessment 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. ❑ 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 REOUIRED. Reviewed by ' i Date 06/20/17 2550 SW Hillsboro Highway • Hillsboro,Oregon 97123 • Phone:(503)681-5100 • Fax:(503)681-4439 • www.cleanwaterservices.org Clean Water Services File Number C1eanWater Services /17-002061 Sensitive Areas Certification Form 1. Property Information(example 1 S234A801400) 2. Owner Information Tax lot ID(s): 1S136DC03200 and 1S136DC03300 Name: Richard Cassinelli, Managing Member Company: 72nd Ave Properties, LLC Address: 11720 SW 72nd Avenue Site Address: 11720 and 11750 SW 72nd Avenue City,State,Zip:Tigard, Oregon 97223 City,State,Zip:Tigard, Oregon 97223 Phone/Fax:503-545-5217 Nearest Cross Street: Between Clinton and Baylor Streets E-Mail: rec65@me.com 3. Development Activity(check all that apply) 4. Applicant Information Ell Addition to Single Family Residence(rooms,deck,garage) Name: Stacey Reed • Lot Line Adjustment El Minor Land Partition Company:AKS Engineering & Forestry, LLC El Residential Condominium 0 Commercial Condominium Address: 12965 SW Herman Road, Suite 100 • Residential Subdivision El Commercial Subdivision Tualatin OR 97062 Single Lot Commercial El Multi Lot Commercial City,State,Zip: Other Phone/Fax:503-563-6151 E-Mail:staceyr@aks-eng.com 5. Check any of the following that apply to this project. 6. Applicant Information • Adds less than 500 square feet of impervious surface. Name: Company: [ Does not encroach closer to the Sensitive Area than exist- ing development on the property. Address: City,State,Zip: El Is not located on a slope greater than 25%. Phone/Fax: E-Mail: 7. Will the project involve any off-site work? El Yes El No ®x Unknown (check appropriate box) If yes, location and description of off-site work 8. Additional comments or information that may be needed to understand your project 2550 SW Hillsboro Highway • Hillsboro,Oregon 97123 • Phone:(503)681-5100 • Fax:(503)6814439 • www.cleanwaterservices.org Revised 5/08 Clean Water Services File Number Sensitive Areas Certification Form (continued) 17-002061 9. An on-site,water quality sensitive area reconnaissance was completed on: Date By Title Company 6/22/2017 Haley Smith, Natural Resource Specialist, AKS Engineering & Forestry, LLC 10. Existence of Water Quality Sensitive Areas (check all appropriate boxes) As defined in the Districts Design and Construction Standards: A. Water-quality-sensitive areas Odo lido not exist on the tax lot. B. Water-quality-sensitive areas do Jdo not exist within 200'on adjacent properties,or Liunable to evaluate adjacent property. C. Vegetated corridors fl do( SF) 0 do not exist on the tax lot. D. Vegetated corridors°do ado not exist within 200'on adjacent properties,or Dl unable to evaluate adjacent property E. Impacts to sensitive areas and/or vegetated corridors will occur €]On-site ®Off-site 0 None proposed at this time. F. If impacts,mitigation is fl On-site 0Off--site Li Other 11. Simplified Site Assessment containing the following information: (check only items submitted). Please refer to Design and Construction Standards 07-20 section 3.02.2 for application requirements. M Complete Certification Form(2 pages) ®x Written description of the site and proposed activity. ( 1 Site plan of the entire property. El Photographs of the site labeled and keyed to the site plan. 12. Standard Site Assessment containing the following information: (check only items submitted). Please refer to Design and Construction Standards 07-20 section 3.02.2 for application requirements. • Complete Certification Form(2 pages) El Written description per Design and Construction Standards 07-20 section 3.13.3 b. 1 Wetland Data sheets • Vegetated Corridor Data sheets O Existing Site Condition Figures Proposed Development Figures By signing this form the Owner,or Owner's authorized agent or representative,acknowledges 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. Applicant: Print/Type Name Print/Type Title si.e Here Signature Date r, 2550 SW Hillsboro Highway • Hillsboro,Oregon 97123 • .Phone:(503)681-5100 • Fax (503)681-4439 •_.www.cleanwaterservices.org Revised 5/00 AK TUALATIN ' VANCOUVER • SALEM-KE)ZER *twtito,x;*:roo.,.,*_o_f,w.;,:._._ ,.:1,„_z4, 12965 SW HERMAN RD.,SUITE 100•TUALATIN,OR 97062 P:(503)563-6151 F:(503)563-6152 ENGINEERING&FORESTRY Simplified Site Assessment Memorandum Date: June 27, 2017 To: Laurie Bunce, Clean Water Services Environmental Plan Review From: Haley Smith, MNR, Natural Resource Specialist and Stacey Reed, PWS,Senior Wetland Scientist—AKS Engineering& Forestry, LLC Project: Tigard Triangle Apartments,72"d Avenue Properties, LLC-CWS File 17-002061 Site Location: 11720 and 11750 SW 72"d Avenue,Tigard,Washington County,Oregon Introduction AKS Engineering and Forestry, LLC(AKS)conducted a site assessment at 11720 and 11750 SW 72nd Avenue in Tigard,Washington County,Oregon(Tax Lots 3200 and 3300 of Tax Map 1S 1 36DC)as seen on at attached Figures 1 and 2,to determine if any Water Quality Sensitive Areas(Sensitive Areas)are present on the site or within 200 feet of the site.The Clean Water Services(CWS)Interactive Storm and Sewer Map indicates an open channel storm conveyance ditch between the dwellings at 11720 and 11750 SW 72"d Avenue(Figure 3),requiring a site visit. The project includes mixed-use apartments with ground floor commercial and frontage improvements to SW 72"d Avenue. No Sensitive Areas were documented on-site or within 200 feet of the project site.The open channel mapped on CWS'storm map is not present. No vegetated corridor extends onto the project site.This memorandum has been prepared to meet CWS natural resource Simplified Site Assessment requirements listed under Chapter 3 of the June 2007(amended August 2008)R& 0 Design and Construction Standards. Background and Existing Conditions The project site is situated on SW 72"d Avenue,south of Highway 99W in Tigard,Washington County,Oregon.The existing land use is residential,consisting of two single family homes and a large shared gravel parking area.The backyards consist of mowed grass and bark chip mulch,with scattered ornamental trees and shrubs. Topography on the site is generally flat(less than 3%overall slope),with a gentle westerly slope towards SW 72"d Avenue. According to the Natural Resources Conservation Service(NRCS)Washington County,Oregon Area soil survey map and the Washington County hydric soils list,non-hydric Quatama loam with 3%to 7%slopes(Unit 37B)is mapped throughout the entire project site(Figure 4).According to the City of Tigard Local Wetland Inventory(LWI)map,no wetlands or waters are mapped on the project site(Figure 5)or within the immediate vicinity of the project site. AKS Natural Resource Specialist,Haley Smith, MNR,conducted a site visit on June 22,2017.There were no Sensitive Areas on-site or immediately off-site.The site generally lacked any native vegetation and was very flat. The undisturbed plant community immediately off-site to the north consisted of red alder(Alnus rubra, FAC), Western red cedar(Thuja plicata,FAC),birch(Betula species),English ivy(Hedera helix,FACU), Himalayan blackberry(Rubus armeniacus, FAC)and rhododendron(Rhododendron species). No visible channel or defined bed and bank was observed off-site to the north. There is also no evidence of a visible channel immediately to the east of the site.The adjacent property to the east is approximately 2 feet higher in elevation than the project site and contained managed lawn and a garden area. There is no open channel on the project site.An 8-inch PVC pipe outfalls into a short, riprap lined channel before draining into a storm grate adjacent to SW 72nd Avenue.The outfall lacked flow during the June 22,2017 site visit. There is no open conveyance channel on-site upslope of the outfall.The location of the inlet is unknown.The on- site area within the vicinity of the CWS mapped open conveyance channel contains gravels.According to google earth imagery,this area was improved with gravel sometime between August 2012 and July 2013. Representative site photographs are attached for reference.An existing conditions plan on a recent 2016 aerial photograph is included as Figure 6. Summary No Sensitive Areas were determined to be present on the project site or within 200 feet of the project site.The project will not impact any Sensitive Areas or Vegetated Corridors;therefore,this project qualifies for a Simplified Site Assessment per Section 3.02.2. Please do not hesitate to contact us with any questions concerning this assessment. labi(d" Haley Smith, MNR Stacey Reed,PWS Natural Resource Specialist Senior Wetland Scientist Field Work and Report Preparation Report QA/QC List of Attached Figures Figure 1.Vicinity Map Figure 2.Tax Lot Map Figure 3. CWS Storm and Sewer Map Figure 4. NRCS Soils Map Figure 5. Local Wetland Inventory(LWI) Map Figure 6. Existing Conditions on 2016 Aerial Photo List of Attachments Representative Site Photographs AKTigard Triangle Apartments(AKS Job#610S) June 2017 CWS Simplified Site Assessment Page 2 • 5h1 /t • , •• kVV/ `^ r J C ' 3n SW'C DE AR ESTKT 3 D 1 I ) C ! i B.iacll�ey ` -` •1 a ��zC '.e{. 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( N �.� '� i 48' j i i ' i v7 3100 3000 tno i j j m 7 0 .33 AC .33 Ac o 28004 N i, 27003 N 27012 N 28001 28500 m , % ' i , N i A3 AC .57 AC .43 AC .44 Au .44 AC -0 �,, 80.61 90' - �� ;4 160.61 T �R 3200 1, o 8 N i .33 AC r i rr Ci 180.82 78' 78' 78' I 80' 80' ry ,�� ' r 76'� I� 76' �v 76' .I IT - 76' - 0 87' V n .r 9 0 -a 1 t .. 1 3500 ---- i .33 AC .39 AG 181.08 co STUDY AREA 34001 n 61 i 3128 3137 fi( 3149 0 3160 N 10 BOUNDARY ,33 AC .34 AC " .34 AC .34 AC .34 AC 16123 a 3500 ;.3gito .31AC ID G f 3501 �, 11 0 Ha Q,o`� .33 AC 6-� pi �� 761.81 78' 76' 76' 0 75' � pm i i a, 8' R®476 k SW ee (3RD T CLINTON T EI. ci .1: 80.0' 80.0' 80.0' 80.0' a 7i.e9 `s ai ry d �, s n 4100~ N A .1� C e�.1 I m « .28 AG i �, 161.6' 0 4000 $ 3900 li 3800 $ 3700 0 3000 3 w S 0 .35 AC .35 AC .35 AC .35 AC .60 AC 'i /. � ... d911A m N TAX MAP 1S 1 36DC \ TAX LOTS op t 3200 AND 3300 NIP' DATE:06/26/2017 TAX MAP(MAP 1S 1 36DC) FIGURE SCALE: 1"= 100 FEET TIGARD TRIANGLE APARTMENTS SIMPLIFIED SITE ASSESSMENT 2 ■ AKS ENGINEERING & FORESTRY, LLC 0RlN: KMK mm 12965 SW HERMAN RD SUITE 100 KCHKo: SAR I. 100 0 40 60 80 100 TUALATIN, OR 97062 www.aks-eng.com AKS JOB: PHONE: 503.563.6151 FAX: 503.563.6152 6105 DWG:6105 NRA REPORT FIGURES I FIGURE 2 I 11680 7160 I 1 71130 , 1 a „ , lit 720 STUDY AREA` v -3 • BOUNDARY W -1M,,,,,705--,--J0,----.;-:--,---.--1 0 = P'{ - . l: 1 1'780. 1 7 =f 3 5: 7 1 0 5 CLEAN WATER SERVICES Legend -0- Gravity Line STORM AND SEWER MAP o Cleanout -►- Pressure Line o Fitting --0- Open Channel s Valve -P"' Virtual Flow O Manhole 1 Pond Outline 0 Inlet Mil CWS Boundary L Pond County Boundary ❑ Vault =II Urban Growth Boundary N * Treatment Plant © Pump Station All lir DATE:06/26/2017 CLEAN WATER SERVICES-STORM AND SEWER MAP FIGURE SCALE: 1"= 75 FEET TIGARD TRIANGLE APARTMENTS SIMPLIFIED SITE ASSESSMENT 3 Ili AKS ENGINEERING & FORESTRY, LLC DRWN: KMK • • 12965 SW HERMAN RD SUITE 100AK CHKD: SAR 75 0 30 45 60 75 TUALATIN, OR 97062 www.aks-eng.com AKS JOB: PHONE: 503.563.6151 FAX: 503.563.6152 6105 DWG:6105 NRA REPORT FIGURES I FIGURE 3 ¢ z � s„,.,,,,,,T,,:„.,,,,,..74_,,,,,„-:;f----4, ,,,,,,, -,,. ,I_ _ , .,,,.„, , . k; 4 ,-_..-4,,,,,, ,,,.4-v"..bl''"-r,--::,`;'4,''', ,.f,.u.-4._ ",,,. ,..`,4 .4---'4,:,,44e4-zrz-,,',„-k-„,-ke-'--',..,t--,A,-'..-41,,,, 5w Ba--,_-.4„-, , - . ,,..._ ,,,,,„,,,v,.., ylorlSt ------:•-1:44„,,kr-., .. jr„,_.., 7 ;0-, ,,,:: i.,,,, ,,,,,,,i!,...„, .,. , , . ...-- ,,,,,,,litt, ,. 3 _ STUDY AREA r: ' ,rya ,' 'tiF�y '-� € , v 4„::,. -i'''':'''''''''4--'''''' ,',„"1.7,--..--_-_' 5 1 N k ^ 7� =-: 3 - - � _ 't" Vi ,,,,- Ni-_,..--,-,- € T Sys- ...4____ - -,_!,i,:--1-ff',..' 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' " it� a ,,tb� , .:,.,1' u5k �, t ef N r . �, tstyy�,� 4 - 11 $ a. � *, e I tVxA 1v14 -'s c N yk e ,,,,i tit ,ipompai N DATE:06/27/2017 EXISTING CONDITIONS MAP FIGURE TIGARD TRIANGLE APARTMENTS SIMPLIFIED SITE ASSESSMENT 6 SCALE: 1''-- o "=40 FEET ...401,irgili'llib_ NIIPFAKS ENGINEERING & FORESTRY, LLC DRWN: HBS — ■: 12965 SW HERMAN RD, STE 100 AK CHKD: SAR 40 0 16 24 32 40 TUALATIN, OR 97062 AKS JOB: P:503.563.61 F:503.563.6152 aks—eng.com 6105 DWG:6105 NRA REPORT FIGURES I FIGURE 6 72nd Avenue Property, LLC,Tigard OR Attachment: Representative Site Photos AKS Job#6105 � x mop w:; n< , ( FFA `-' ti `�.'s a`(t -aa`�' I �s `.. :.,. „' �q .• riiFr mtP;� C t tC _,b (pq�k (2 . .,,, Yti l� M.a9v, d 4 4Y ,k,,,,,,-,F�x t � a� _ ..:.,�ta)..v .a '. �,-a � � �" t ;74,,,7„.., : A � t�Y,X+(� lM��IXM14 � ��M.�t��( �xMlw ��� � � ` ..,- . c �Y "� a yaw77 . n'' >n 2. ) ," fy....1;'�, w e a7� 1 + @ .h > a,. 1,4 ' v z '". ,,. yf, f':;a z."'3 "H, ;) a .. 4;�, � F° �,,', _1 A 'a` n � 'k`E �1 � y' i°' tA *>"...44;,.;.,,L.4.?...,, > ° "�} F�'F�t;t� � " ":,.., r { .'''''',1';, r4^' ' ,r4 s F x..ti ,..a x.K' t .}+d'X r a..«« Y j rt . f,,,,,,ilikitiktril;,,,t.kil ' 12 kri's^ry},' �sz+ +tea M ''',,,P, f 7.e ,yS N�i$�Tt r ' 4.k"M�f, I d/�^Y mn , ,.r 4�iy31� �fv ""� (n �.l';',..,'‘.;.:.( �/ ('� �Sry �xmi 6',•. 1�yr�rR .,,'",t'74.'-'.(t,'�� ,7751.„..7A-777f,..,„7',..,..,--,7 ¢yob`.r t 1"�"€��-`�mac' � ��� i an C� ,� '., r „z ' v.{ E9`'.$�'' ti 4 ktty x! 6 ''''.14%- u s4 4C�^ , -,.'„ J. 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'�k Yt '0. 3 'FA \yi Photo A.View east in vicinity of CWS mapped open :1,i[11,:::::B'u, .View south of SW 72nd Avenue and the riprap conveyance channel. tfall and stormgrate. _ �q �!" ��a. � � � 'P�R � „,,. {( It "� cacti'{ � bt( : ; W r,h s`A4,41.4....:,':" F l s e s'A''a 1r to "' 4,„ ,:r �yiw l 'f`{`tS uZeti`\,',11A0,140.4 •�Y Nil `i + y" .)x' as ,.y'S}�/ ;4. a k �t i'r`w'W t Ubt ' a .��+'�, ' .���` 4 ,.rw r 5��f 'S,cr�.,,z pg �s R `y.fA"r 1"`115' �1� �,� ,..,-....,4,7 a�p ~;..„:i - .. `J. a • s� 1 , �3• z,Ez S e ;tr ;- , ,, i t 1 . -rz' �y• '"� .-'�,7, t!' .f,, i �. t a �" 4 r h C1�° ,k.'• w ° f9''ti`,�- rs s t �ti z+stq,., r C u„utN,(.. ,�,(.— y 'ftp; }�Fi Mt,' )t"Z „, hYy)/�,� 't,-_* 'r.. ."4"i �,,` "�—.....�^�^"� f, \j ! \? ,U 3 M Y 17 Y .. J },....,/+ "�7� : '3 , 1 '+,V. ^� ®C?,,5, a ( _ r "�' x, c 1414).".it 4 .‘ ,..., --,-„,,,,,,1 fK 6 �� '4� ke0. . ,7 k a i r � ' Photo C.View east of outfall channel. Photo D. View west in vicinity of CWS mapped open conveyance channel. Photos taken by Haley Smith,June 22,2017 72nd Avenue Property, LLC,Tigard OR Attachment: Representative Site Photos ( AKS lob#6105 �� Ewancclnw6O vp.��, , �! N �NY `1,‘,, V ^�°°` f. a V�� a P 6 � �y y Mia r R}. Y :i["tn -,:4--q,, 'n t y t v^"t"..r �`t, 7r ,4t' **,1 .9:•1'� _ ` .1,:P,A4-0:1,:s.„,--f4 4,M1.11,r,;•;•;','SL., ',--.4z4,C1'4"';‘,•,,,k 0,44^" '":•744'4,1,4 I yet °f `£t �a,�"4y,,., tf .4._ r� `S'r � g r i rdryM,"'k �, ? xx., y" 'i/ : " � k ., y.Z- • . ^ ,. ':• di '+1.'",:."'m- „ 9 � r},� }ti. fix:' nS+f,. ;� or�+ 4� t At`'nr8 '. . ? «y gS5. Iii p',.0:,..4 h ' r L. t ,.�.�"/71r1^t� sc Pi tom' xr 4.1 9{ w4 !:. v rk x ti,,, ' v,4^�y; �r ,. �R J � d S�.�•tvk p.�y 1v. a�+� F m�5 .� w.+ >�t h n .,y� k.; ,° } et 2 w''+ �" 'q g 0 €Nar. ,..".. .. `� ""h ,+ in n a I � ar - . .• �v"' I f i -,k;,- 4t..,41.#1,,-•` jMw 7'"!-' ,: Y� ",? rw i - •- "'µ-" N �.: tiU :rAsg• �.''G }` x.,,,,', �f Maas .0 l" ( Ea � A Tia` .rw v...;:, 3:". fires r ' ��3 �t""Y" '#, �. ,.n A. •._ ,. at a 'i^� w¢�7 t ate+°' w.� Photo E.View northeast of vegetation in the north. Photo F.View north of the backyards with mowed grass and bark chip mulch. "1. amp " a d � • y • ,"^ ,� *'s+..M, Y0%": :7:: ''t�.'Y ✓6 ?" �' -' ' F S +she`: }' 7 �\. } r .... <,;-.,:-,:, V.h � ':-..4.& '` ""`,41,4 ,` "� 7., Y y �} #• 1 \ �.:. �' ' \` Fi s"`>ti° sa k •1:, „Y �++�y'a i '".• • nk t- n ''''‘i,4,-.. . I 'i's ''``f p as x 4 0 {�y `f�a r. ,+wa r . i+. "^'�'44.„ :i9' $ns syn �*- .'' q • `�s ,y Y> �> .�. �„ , r; � vv .; ,/*•rs 44 r ,'&' �r 1 ,;, X rT4�'� �. 't 4-• *?$'4,-)..:'b ^t �" '!-. � +�' r x si r i�%',f r .eT ,-.4.7"-",'".''' �tt-,: 4 •'s' i 5yi St.. l- n} 3 .let 'i �" * ,E �"" ;"r 3 r sig+ • ' r*'' r'Cj'�.f ""Fai Mgr h't` 'r rr Y "� `��,,,� r~&� v' ��d�r • �, .m � :w,�,,.r + � �},a � ?� 7' AI'4„,:e, k,. r� 'y� +•*'e%!1{. ^'ss ''''''v" FIs` 11'4,7 ' '':"' {q(,4 .� `,f".., + 11 A � rr !�uC'.h t Y.^I" 7 S` w* P ,�w �, 'r h z' 4, f t�....4 `4• 37' "n:... I. t �h.� 1 YL.� "4.1'''' S; ` .. T ,,,.e....". 'Y" } 4,? 1%,i '4s �s A#+'' '''' .- q,, "`'d__„,F rm r '�`.#a'av" <, iti • `�v i • x a ,v'-+` f n�r T:� 7 "fi u ti.<' s pan � ..�'a ? aj, .. I.-L.,' �G a4t t y r s•Msy"x�`?,rr+ ¢ ,,,,,,,,7,,,,,,,,,,,„1,\n;kwr t 711!...,;.*'*'::!,,,, ..i+ l''''''"'''' ir a d } 6' S ''Y��ayt%�';e"e ..� ,�- « � '.ti vE' �y rye r�" ,� '� ,Rr �- rxi i/es y s r�y s "!j * *cr'` s kS'� + 74,1 y ti ''rri y +tit-'m� �7. .: {, �t� -.• u7 r •••,-"r,..-,, ° fa• x �, ^�.° P''' �.4�eM so-. �as �* 'I'. t � �: v^' "$�`,�" � i �� -S r Sri... r � .1 ,i�4 a� �,m.t stK?�I �;.��}, ntl��,'# v '� ',�'>} .<„ � �,. � Ate• "`l b 16 ' Photo G.View southeast of project site boundary and vege Photo H. View southwest of bark chip mulched back tation. yard and ornamental vegetation. Photos taken by Haley Smith,June 22,2017 CleanWater Services July 20, 2017 Expiration: July 20, 2019 AKS ENGINEERING & FORESTRY, LLC 12965 SW HERMAN RD SUITE 100 TUALATIN OR 97062 Re: CWS file 17-002061 (Tax map 1S136DC Tax lot 03200, 03300); Tigard Triangle Apartments Clean Water Services has reviewed your proposal for the above referenced activity on your site. Following review of submitted materials it appears that Sensitive Areas do not exist on-site or within 200'from your project. In light of this result, this document will serve as your Service Provider letter as required by Resolution and Order 17-5, Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local, state, and federal law. This concurrence letter does NOT eliminate the need to protect Sensitive Areas if they are subsequently identified on your site. If you have any questions, please feel free to call me at (503) 681-3653. Sincerely, Amber Wierck Environmental Plan Review 2550 SW Hillsboro Highway o Hillsboro,Oregon 97123 Phone: (503)681-3600 0 Fax: (503)681-3603 o cleanwaterservices.org 1 t .111 -� © www.tvfr.com Tualatin Valley Fire & Rescue June 27, 2017 Hill Architects Associate Planner City of Tigard 13125 SW Hall Blvd. Tigard OR 97223 Re: 72nd Ave Apts Tax Lot I.D: 1S136DC TL3200 and 3300 Thank you for the opportunity to review the proposed site plan surrounding the above named development project. These notes are provided in regards to the pre-application meeting held on June 27, 2017. There may be more or less requirements needed based upon the final project design, however, Tualatin Valley Fire & Rescue will endorse this proposal predicated on the following criteria and conditions of approval. FIRE APPARATUS ACCESS: 1. FIRE APPARATUS ACCESS ROAD DISTANCE FROM BUILDINGS AND FACILITIES: Access roads shall be within 150 feet of all portions of the exterior wall of the first story of the building as measured by art approved route around the exterior of the building or facility. An approved turnaround is required if the remaining distance to an approved intersecting roadway, as measured along the fire apparatus access road, is greater than 150 feet. (OFC 503.1.1)) 2. DEAD END ROADS AND TURNAROUNDS: Dead end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved turnaround. Diagrams can be found in the corresponding guide that is located at http://www.tvfr.com/DocumentCenterNiew/1296. (OFC 503.2.5 & D103.1) 3. ADDITIONAL ACCESS ROADS — COMMERCIAL/INDUSTRIAL HEIGHT: Buildings exceeding 30 feet in height or three stories in height shall have at least two separate means of fire apparatus access. (D104.1) 4. ADDITIONAL ACCESS ROADS —COMMERCIAL/INDUSTRIAL SQUARE FOOTAGE: Buildings or facilities having a gross building area of more than 62,000 square feet shall have at least two approved separate means of fire apparatus access. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems. (OFC D104.2) 5. ADDITIONAL ACCESS ROADS—MULTI-FAMILY RESIDENTIAL DEVELOPMENTS: Projects having more than 100 dwelling units shall be provided with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with an approved automatic sprinkler system in accordance with section 903.3.1.1, 903.3.1.2, Projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus roads regardless of whether they are equipped with an approved automatic sprinkler system. (OFC D106) Command&Business Operations Center South Operating Center Training Center and North Operating Center 8445 SW Elligsen Road 12400 SW Tonquin Road 11945 SW 70th Avenue Wilsonville,Oregon Sherwood,Oregon Tigard,Oregon 97223-9196 97070-9641 97140-9734 503-649-8577 503-259-1500 503-259-1600 6. AERIAL FIRE APPARATUS ROADS: Buildings with a vertical distance between the grade plane and the highest roof surface that exceeds 30 feet in height shall be provided with a fire apparatus access road constructed for use by aerial apparatus with an unobstructed driving surface width of not less than 26 feet. For the purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of the parapet walls, whichever is greater. Any portion of the building may be used for this measurement, provided that it is accessible to firefighters and is capable of supporting ground ladder placement. (OFC D105.1, D105.2) 7. AERIAL APPARATUS OPERATIONS: At least one of the required aerial access routes shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building.The side of the building on which the aerial access road is positioned shall be approved by the Fire Marshal. Overhead utility and power lines shall not be located over the aerial access road or between the aerial access road and the building. (D105.3, D105.4) 8. MULTIPLE ACCESS ROADS SEPARATION: Where two access roads are required,they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the area to be served(as identified by the Fire Marshal), measured in a straight line between accesses. (OFC D104.3) 9. FIRE APPARATUS ACCESS ROAD WIDTH AND VERTICAL CLEARANCE: Fire apparatus access roads shall have an unobstructed driving surface width of not less than 20 feet (26 feet adjacent to fire hydrants (OFC D103.1)) and an unobstructed vertical clearance of not less than 13 feet 6 inches. (OFC 503.2.1 & D103.1) 10. NO PARKING SIGNS: Where fire apparatus roadways are not of sufficient width to accommodate parked vehicles and 20 feet of unobstructed driving surface, "No Parking" signs shall be installed on one or both sides of the roadway and in turnarounds as needed. Signs shall read"NO PARKING-FIRE LANE"and shall be installed with a clear space above grade level of 7 feet. Signs shall be 12 inches wide by 18 inches high and shall have red letters on a white reflective background. (OFC D103.6) 11. NO PARKING: Parking on emergency access roads shall be as follows (OFC D103.6.1-2): 1. 20-26 feet road width—no parking on either side of roadway 2. 26-32 feet road width—parking is allowed on one side 3. Greater than 32 feet road width—parking is not restricted Note: For specific widths and parking allowances,contact the local municipality. 12. PAINTED CURBS: Where required, fire apparatus access roadway curbs shall be painted red (or as approved) and marked"NO PARKING FIRE LANE"at 25 foot intervals. Lettering shall have a stroke of not less than one inch wide by six inches high. Lettering shall be white on red background (or as approved). (OFC 503.3) 13. FIRE APPARATUS ACCESS ROADS WITH FIRE HYDRANTS: Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet and shall extend 20 feet before and after the point of the hydrant. (OFC D103.1) 14. TURNOUTS: Where access roads are less than 20 feet and exceed 400 feet in length, turnouts 10 feet wide and 30 feet long may be required and will be determined on a case by case basis. (OFC 503.2.2) 15. SURFACE AND LOAD CAPACITIES: Fire apparatus access roads shall be of an all-weather surface that is easily distinguishable from the surrounding area and is capable of supporting not less than 12,500 pounds point load (wheel load) and 75,000 pounds live load (gross vehicle weight). Documentation from a registered engineer that the final construction is in accordance with approved plans or the requirements of the Fire Code may be requested. (OFC 503.2.3) 16. TURNING RADIUS: The inside turning radius and outside turning radius shall not be less than 28 feet and 48 feet respectively, measured from the same center point. (OFC 503.2.4 & D103.3) Commercial/Multi-Family 3.3.1—Page 2 17. ACCESS ROAD GRADE: Fire apparatus access roadway grades shall not exceed 15%, Alternate methods and materials may be available at the discretion of the Fire Marshal (for grade exceeding 15%), 18. ANGLE OF APPROACH/GRADE FOR TURNAROUNDS: Turnarounds shall be as flat as possible and have a maximum of 5% grade with the exception of crowning for water run-off. (OFC 503.2.7 & D103.2) 19. ANGLE OF APPROACH/GRADE FOR INTERSECTIONS: Intersections shall be level (maximum 5%) with the exception of crowning for water run-off. (OFC 503.2.7& D103.2) 20. AERIAL APPARATUS OPERATING GRADES: Portions of aerial apparatus roads that will be used for aerial operations shall be as flat as possible. Front to rear and side to side maximum slope shall not exceed 10%. 21. GATES: Gates securing fire apparatus roads shall comply with all of the following (OFC D103.5, and 503.6): 1. Minimum unobstructed width shall be not less than 20 feet(or the required roadway surface width). 2. Gates shall be set back at minimum of 30 feet from the intersecting roadway or as approved. 3. Electric gates shall be equipped with a means for operation by fire department personnel 4. Electric automatic gates shall comply with ASTM F 2200 and UL 325. 22. ACCESS DURING CONSTRUCTION: Approved fire apparatus access roadways shall be installed and operational prior to any combustible construction or storage of combustible materials on the site. Temporary address signage shall also be provided during construction. (OFC 3309 and 3310,1) 23. TRAFFIC CALMING DEVICES: Shall be prohibited on fire access routes unless approved by the Fire Marshal. (OFC 503.4.1). FIREFIGHTING WATERSUPPLIES: 24. COMMERCIAL BUILDINGS — REQUIRED FIRE FLOW: The minimum fire flow and flow duration shall be determined in accordance with OFC Table 6105.2. The required fire flow for a building shall not exceed the available GPM in the water delivery system at 20 psi residual. (OFC B105.3) Note: OFC 6106, Limiting Fire-Flow is also enforced, except for the following: • The maximum needed fire flow shall be 3,000 GPM, measured at 20 psi residual pressure. • Tualatin Valley Fire & Rescue does not adopt Occupancy Hazards Modifiers in section 8105.4-B105.4.1 25. FIRE FLOW WATER AVAILABILITY: Applicants shall provide documentation of a fire hydrant flow test or flow test modeling of water availability from the local water purveyor if the project includes a new structure or increase in the floor area of an existing structure. Tests shall be conducted from a fire hydrant within 400 feet for commercial projects, or 600 feet for residential development. Flow tests will be accepted if they were performed within 5 years as long as no adverse modifications have been made to the supply system. Water availability information may not be required to be submitted for every project. (OFC Appendix B) 26. WATER SUPPLY DURING CONSTRUCTION: Approved firefighting water supplies shall be installed and operational prior to any combustible construction or storage of combustible materials on the site. (OFC 3312.1) FIRE HYDRANTS: 27. FIRE HYDRANTS—COMMERCIAL BUILDINGS: Where a portion of the building is more than 400 feet from a hydrant on a fire apparatus access road, as measured in an approved route around the exterior of the building, on-site fire hydrants and mains shall be provided. (OFC 507.5.1) • This distance may be increased to 600 feet for buildings equipped throughout with an approved automatic sprinkler system. Commercial/Multi-Family 3.3.1—Page 3 • The number and distribution of fire hydrants required for commercial structure(s) is based on Table C105.1, following any fire-flow reductions allowed by section B105.3.1. Additional fire hydrants may be required due to spacing and/or section 507.5 of the Oregon Fire Code. 28. FIRE HYDRANT(S) PLACEMENT: (OFC C104) • Existing hydrants in the area may be used to meet the required number of hydrants as approved. Hydrants that are up to 600 feet away from the nearest point of a subject building that is protected with fire sprinklers may contribute to the required number of hydrants. (OFC 507.5.1) • Hydrants that are separated from the subject building by railroad tracks shall not contribute to the required number of hydrants unless approved by the Fire Marshal. • Hydrants that are separated from the subject building by divided highways or freeways shall not contribute to the required number of hydrants. Heavily traveled collector streets may be considered when approved by the Fire Marshal. • Hydrants that are accessible only by a bridge shall be acceptable to contribute to the required number of hydrants only if approved by the Fire Marshal. 29. PRIVATE FIRE HYDRANT IDENTIFICATION: Private fire hydrants shall be painted red in color. Exception: Private fire hydrants within the City of Tualatin shall be yellow in color. (OFC 507) 30. FIRE HYDRANT DISTANCE FROM AN ACCESS ROAD: Fire hydrants shall be located not more than 15 feet from an approved fire apparatus access roadway unless approved by the Fire Marshal. (OFC C102.1) 31. REFLECTIVE HYDRANT MARKERS: Fire hydrant locations shall be identified by the installation of blue reflective markers. They shall be located adjacent and to the side of the center line of the access roadway that the fire hydrant is located on. In the case that there is no center line, then assume a center line and place the reflectors accordingly. (OFC 507) 32. PHYSICAL PROTECTION: Where fire hydrants are subject to impact by a motor vehicle, guard posts, bollards or other approved means of protection shall be provided. (OFC 507.5.6 & OFC 312) 33. CLEAR SPACE AROUND FIRE HYDRANTS: A 3 foot clear space shall be provided around the circumference of fire hydrants. (OFC 507.5.5) 34. FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS: FDCs shall be located within 100 feet of a fire hydrant (or as approved). Hydrants and FDC's shall be located on the same side of the fire apparatus access roadway or drive aisle,fully visible,and recognizable from the street or nearest point of the fire department vehicle access or as otherwise approved. (OFC 912.2.1 & NFPA 13) • Fire department connections (FDCs) shall normally be located remotely and outside of the fall-line of the building when required. FDCs may be mounted on the building they serve,when approved. • FDCs shall be plumbed on the system side of the check valve when sprinklers are served by underground lines also serving private fire hydrants. BUILDING ACCESS AND FIRE SERVICE FEATURES 35. EMERGENCY RESPONDER RADIO COVERAGE: In new buildings where the design reduces the level of radio coverage for public safety communications systems below minimum performance levels, a distributed antenna system, signal booster, or other method approved by TVF&R and Washington County Consolidated Communications Agency shall be provided. (OSSC 915.1, OFC 510.1, and Appendix F) http://www.tvfr.com/DocumentCenterNiew/1296. a. Emergency responder radio system testing and/or system installation is required for this building. Please contact me (using my contact info below)for further information including an alternate means of • compliance that is available. If the alternate method is preferred, it must be requested from TVF&R prior to issuance of building permit. Commercial/Multi-Family 3.3.1—Page 4 36. KNOX BOX: A Knox Box for building access may be required for structures and gates. See Appendix B for further information and detail on required installations. Order via www.tvfr.com or contact TVF&R for assistance and instructions regarding installation and placement. (OFC 506.1) 37. FIRE PROTECTION EQUIPMENT IDENTIFICATION: Rooms containing controls to fire suppression and detection equipment shall be identified as "Fire Control Room." Signage shall have letters with a minimum of 4 inches high with a minimum stroke width of 1/2 inch, and be plainly legible, and contrast with its background. (OFC 509.1) 38. PREMISES IDENTIFICATION: New and existing buildings shall have approved address numbers; building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property, including monument signs. These numbers shall contrast with their background. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. (OFC 505.1) If you have questions or need further clarification, please feel free to contact me at 503-259-1504 Sincerely, 2404.1, f f. rl John Wolff Deputy Fire Marshal II Email John.wolff@tvfr.com Cc: TVF&R File http://www.tvfr.com/DocumentCenterNiew/1296 Commercial/Multi-Family 3.3.1—Page 5