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HomeMy WebLinkAbout21512 87TH AVE NE_BLD1288_2026 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address:24-520 87th Ave N.E. Plat. 215VL W3 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure ►Li3-1 ►�V ?9s Proposed Area: 1s' Floor: ""5 2"d Floor: 1-339 Garage: -49z- Total SF: 3D*7'L- Describe Proposal (include cross street): New SFR 2 car garage 3/4 bedrooms Valuation: "n-I 170 �LDO)DO3 Owner: Hoyer Homes, LLC Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code:98270 Phone: 4258792494 Email: hoyerhomes@gmail.com Applicant: Hoyer Homes, LLC Address: 1801 Grove St. Unit B City. Marysville State: WA Zip Code:98270 Phone: 4258792494 Email: hoyerhomes@gmail.com Contractor: Hoyer Homes, LLC Same Same WA Same Address: City: State: Zip Code: Phone: Same Email: Same Contact Person: Keith Hoyer License Number:hoyerhl879k3 Expiration: 5/17 6116LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �'t jNG�O City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) J Bath/Shower Combo (4.0) x 2 ❑ Sink (1.5) x Vj Shower (2.0) x 1 (� Lavatory (1.0) x Z Clothes Washer (4.0) x 1 ❑ Water Closet (2.5) x �l Dishwasher (1.5) x 1 ❑ Water Heater x Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1 Proposed DWV Material: ABS Proposed Piping Material: Pex Proposed DWV Size: 3" various • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �il1VG'ti0 City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # AFUE 95% ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model# SEER Q Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBO ❑ Storage Tank L, Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Q iron Pipe Material: Pipe Size: 1/2" _ Total BTU's of all Appliances:250k Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: Print Applicants Name: Rai Al 6116LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 \ _ PHONE; (360)403-3551 BUILDING PERMIT Address:21512 87th Ave NE Permit#:1288 Parcel#:00486800000707 Valuation:200000.00 OWNER APPLICANT CONTRACTOR l Name:HOYER HOMES,LLC Name:Hoyer Homes,LLC Name:Hoyer Homes Address: 1801 GROVE ST STE B Address:1801 Grove Street,Unit B Address: 1801 Grove Street,Unit B City,State Zip:MARYSVILLE,WA 98270 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:425-879-2494 Phone:425-879-2494 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC I0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci Arlington#3101. e�ifnature Print Name Date Released By Date CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements: Plant two trees on site per final plat, one at the rear of the lot and the other in the front or as a street tree; silt fence is required along the entire length the east line of the property,turn ends up-gradient to create catchment at each end. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/23/2017 Building Permit Fee $2,161.19 1/23/2017 Building Plan Review Fee $1,404 77 1/23/2017 Furnace $25.00 1/23/2017 Gas Outlets Base Fee 1 to 5 $10.00 1/23/2017 Mechanical Permit Base Fee $25.00 1/23/2017 Plumbing Permit Fee(Enter Fixture Fee) $144.00 1/23/2017 Processing/Technology Fee $25.00 1/23/2017 State Building Code Surcharge Fee $4.50 1/23/2017 Vents $10.00 1/23/2017 Water Heater $25.00 Total Due: $3,834.46 Total Payment: $0.00 Balance Due: $3,834.46 CALL FOR INSPECTWM BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON j M 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:21512 87th Ave NE Permit#:1288 Parcel#:00486800000707 Valuation:200000.00 OWNER APPLICANT CONTRACTOR Name:HOYER HOMES,LLC Name:Hoyer Homes,LLC Name:Hoyer Homes Address: 1801 GROVE ST STE B Address:1801 Grove Street,Unit B Address: 1801 Grove Street,Unit B City,State Zip:MARYSVILLE,WA 98270 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:425-879-2494 Phone:425-879-2494 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci Arlington#3101. V I -3 1-7 / slims .111K-ature Print Name Date Released By Date CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements: Plant two trees on site per final plat, one at the rear of the lot and the other in the front or as a street tree; silt fence is required along the entire length the east line of the property,turn ends up-gradient to create catchment at each end. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/23/2017 Building Permit Fee $2,161.19 1/23/2017 Building Plan Review Fee $1,404.77 1/23/2017 Furnace $25 00 1/23/2017 Gas Outlets Base Fee 1 to 5 $10.00 1/23/2017 Mechanical Permit Base Fee $25.00 1/23/2017 Plumbing Permit Fee(Enter Fixture Fee) $144.00 1/23/2017 Processing/Technology Fee $25.00 1/23/2017 State Building Code Surcharge Fee $4.50 1/23/2017 Vents $10.00 1/23/2017 Water Heater $25.00 Total Due: $3,834.46 Total Payment: $0.00 Balance Due: $3,834.46 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 1/12/2017 Permit Number 1288 Project Name Hoyer Homes,LLC Applicant Name Hoyer Homes, LLC Applicant Address 1801 Grove Street,Unit B City,State,Zip Marysville,WA 98270 Contact Keith Hoyer Phone 425-879-2494 Email hoyerhomes@gmail.com Permit Type Single Family Residence Site Address 21512 87th Ave NE Valuation 200000.00 Status Issued Permit Issued 1/30/2017 Permit Expires Square Feet 3072 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcel*00486800000707 HOYER HOMES,LLC HOYER HOMES,LLC 1801 GROVE ST STE B 21512 87TH AVE NE MARYSVILLE,WA 98270 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Hoyer Homes (Keith Hoyer [425-879-2494]lioyerhomes@gmaii.com CONTRACTOR IlLabor. IHOYERHL879K3 Review Date Type Description I Target Date Completed Date Assigned To H Status 1/12/2017 (Residential Dwelling 1/26/2017 1 JlKevin Olander 111n Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $2,161.1 Building Plan Review Fee 345.83.00.00 $1.404.77 Furna 322.10.00.0 $25.0 Gas Outlets Base Fee 1 to 322.10.00.0 $10.0 Mechanical Permit Base Fe 322.10.00.01 $25.0 Plumbing Permit Fee(Enter Fixture Feel322.10.00.0 $144.0 Processing/Technology Fe 341.43.00.02 $25.0 state BUIlding Cade SUrChArge FOM 386.00.01.09 $4.5' Ven!j 322.10.00.0 $10.0 Water Heateq 322.10.00.09 $25.0 Total $3,834.4 Payments Date Paid By Amount Description Payment Type Accepted B 1/30/2017 IHoyer Homes, LLC $3,834.4 heck#3105 10stin Foster Totaq $3,834.4q Amount Outstanding:$0.0 Notes Date Note 1/25/2017 Mitigation fees were paid at time of final plat. Uploaded Files Upload File Date File Uploaded B 1/30/2017 2:11:59 PM 1288_ issued_Permit,pdf Foster,Kristin 1/25/2017 8 13:57 AM Newman Short Plat.odf Foster, Kristin 1/12/20,17 12:07:00 PM '1288 A Ilcatlon. df Foster,Krlstln Permit Information Date 1/12/2017 Permit Number 1288 Project Name Hoyer Homes,LLC Applicant Name Hoyer Homes, LLC Applicant Address 1801 Grove Street,Unit B City,State,Zip Marysville,WA 98270 Contact Keith Hoyer Phone 425-879-2494 Email hoyerhomes@gmaii.com Permit Type Single Family Residence Site Address 21512 87th Ave NE Valuation 200000.00 Status Applied Permit Issued Permit Expires Square Feet 3072 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Ho er Homes JlKeith Hoyer 25-879-2494 Ilhoyerhomes@gmaii.com ICONTRACTOR (Labor and Industries 110YERHL879K3 Review Date Type Description I Target Date Completed Date I Assigned To I Status 1/12/2017 lResidential Dwellin 1 11126/2017 JlKevin Olander Illn Review Fees Fee Description Notes Amount Processing/Technology Feel 341.43.00.021 1 $25.0 Total $25.0 Uploaded Files Upload File i Date File Uploaded By 1 1/12/2017 12:07:00 PM 11288 Application. df JFoster, Kristin I W i 1 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED 87th Ave N.E.PRIOR. 50 Project Address: Plat: 215VL �f Single-family ❑ Duplex ❑ Townhouse ❑', Addition ❑ Accessory structure 1 43'1 l 63t -79S Proposed Area: 111 Floor. 2Id Floor: Garage: -432- Total SF: 3D7z- Describe Proposal (include cross street): New SFR 2 car garage 3/4 bedrooms Valuation: "Taors iL00)DOJ Owner; Hoyer Homes, LLC 1801 Grove St. Unit B Marysville WA 98270 Address: City: State; Zip Code: Phone: 4258792494 Email: hoyerhomes@gmail.com Applicant: Hoyer Homes, LLC Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code:98270 Phone: 4258792494 Email:hoyerhomes@gmail.com Contractor: Hoyer Homes, LLC Same Same WA Same Address: _ City: State: Zip Code: Phone: Same Email: Same Contact Person: Keith Hoyer License Number:hoyerhl879k3 Expiration: 5/17 Received ]AN I 1 'l.017 ND [W) 6116LP Page 1 of 3 • ]�, .� ri \1 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development IN O City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) 1 Bath/Shower Combo (4.0) x 2 ❑ Sink (1.5) x Shower (2.0) x Lavatory (1.0) x Clothes Washer (4.0) x 1 ❑ Water Closet (2.5) x Dishwasher (1.5) x 1 f� Water Heater x Hose Bibb (2.5) x 2 Water Heater Model # L] Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1 Proposed DWV Material: ABS Proposed Piping Material: Pex Proposed DWV Size: 3"various • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 i i RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �A �+ City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: GG' Furnace (80+) Model # AFUE 95% Heat Pump Model # SEER HSPE ❑' AC Unit Model# SEER 01 Type II Hood L1 Commercial Cooking Appliance ❑ Hydronic Piping Boiler ❑ Solid-Fuel Appliance ❑ Pv System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Cl Gas Piping 0 Other Gas Piping Information Not Applicable: Cl iron Pipe Material: Pipe Size: 1/2" Total BTU's of all Appliances: 250k Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: Print Applicants Name: 6/16LP Page 3 of 3 i I 1/12/2017 HOYER HOMES LLC L - Safety t&Health C aims &Insurance "'Norkplace ;eights Trades& Licensing Washington State Departrnent of Labor & Industries HOYER HOMES LLC Owner or tradesperson 1801 GROVE ST UNIT B Principals MARYSVILLE,WA 98270 360-659-1579 HOYER, KEITH SNOHOMISH County THOMAS,PARTNER/MEMBER HOYER, BRANDI JEAN, PARTNER/MEMBER Doing business as HOYER HOMES LLC WA UBI No. Business type 603 276 002 Limited Liability Company Governing persons BRANDI HOYER KEITH HOYER; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HOYERHL879K3 Effective—expiration 05/22/2013—05/22/2017 Bond Lexon Ins Co $12.000.00 Bond account no. 9816610 Received by L&I Effective date 05/22/2013 05/20/2013 Expiration date Until Canceled Insurance Nautilus Ins Co $1,000,000.00 Policy no. PNO12240 Received by L&I Effective date 11/04/2016 05/20/2016 Expiration date 05/20/2017 Help t[s irnprok e https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603276002&LIC=HOYERHL879K3&SAW= 110 1/12/2017 HOYER HOMES LLC Arch Specialty Ins Co $1,000,000.00 Policy no. AGL000870-01 Received by L&I Effective date 05/04/2016 05/20/2014 Expiration date 05/20/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 266,712-00 Doing business as HOYER HOMES LLC Estimated woikets iepuited Quarter 3 of Year 2016"1 to 3 Workers" L&I account representative TO/JAMES VEST(360)902d715-Email:VESJ23WJni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 0 Washington State Dept of Labor&Industries.Use of this site is subject to the laws of the state of Washington. https://secure.1ni.wa.gov/verify/Detail.aspx?UB1=603276002&LIC=HOYERHL879K3&SAW= 212 RESIDENTIAL PLAN PLAN REVIEW !` 307Z Owner © Address Building Type Single Duplex Townhouse Type of Work Existing New Reviewed By h Date ? �-7 Design Criteria 301.1 Engineered 4/ Prescriptive 301.2 Loads:Tables 301.5-301.7 Yes Z No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation IYes No 302.5.1 Garage Openings: 20-minute door Yes No 302.6 Garage Separation IYes No Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive _ 403.1 Footings: (2)j#4's continuous Yes No T403.1 Footing Size I Yes No 403.1.2 Continuous Footings(D2) I Yes % No 403.1.3 Vertical Reinforcement:#4 @ 4'/hook Yes No 403.1.3.1 Stem Wall:Kj#4's horizontal I Yes i/ No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls(see Tables) Yes No .1.2.3.7.3 Wall Openings:Verts within 12"ea.Side Yes No 405.1 Foundation Drainage or exception Yes No 406.1 Damproofing(basement) Yes _ No 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:300 and 3'of corners Yes (/ No 408.3 Unvented Crawl Space Yes No 408.4 ICrawl Access: 16 x 24 or 18 x 24 IYes - No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.2 Whole House Fan Yes No 303.3 Bathrooms: 3%or 50cfm Yes (, No 303.6 Stairway Illumination Yes No 304.1 Habitable Rooms: 120sf min. Yes _ No 304.2 Other Rooms: 70sf min. Yes ,/ No 305.1 Ceiling Height: 7 feet min. Yes mil' No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf Yes No 310.2 Window Wells Yes — No Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes Es No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes - No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. Yes c/ No 311.7.2 Headroom 6'-8" min. Yes No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile I Yes ✓ No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps I I Yes — No 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes 1 No 315 CO Detection Yes r/ No 316 Foam Plastic Yes No 325 &326 Adult Home/Day Cares` Yes _. I No Floor Systems 502.2..... Deck Ledger Connection (Yes - No 502.2.2.3 Lateral Load Connection or Engineered Yes — No 502.3 Allowable Joist Spans or TJI's Yes No 502.10. Headers/Openings j Yes No 502.11 Trusses or Rafter/Joist; Yes No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood 1yes INo 506 (Concrete Floors: 3.5 inches min. Yes I No Wall Systems 602.3 Wood Wall Framing and Plates Yes No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10. Wall Bracing: Engineered or Prescriptive Yes No 602.10.3.2 Alternate Braced Wall Panel Yes - No 602.10.9 Cripple Wall Bracing Yes -- No 602.11.2 Stepped Foundations Yes No 602.12.1 Veneer I Yes - No 610.1 Glass Unit Masonry Yes — No 612 Exterior Windows/Doors Yes ✓� No 702.1 Interior Wall Covering I Yes No 703 Exterior Wall Coverings(WAC) Yes No 703.4 Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14)1 Yes INo 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes ✓` No 802.5 Rafter Spans:Truss or Platform Yes ,i No 802.11 Roof Tie-Downs(48" o.c.) IYes No 803 Roof Sheathing Yes INo 806 Roof Ventilation: 1/150 high and low Yes , No 807.1 Attic Access: 22" X 30" _I Yes No 905.2.7 Underlayment 1 Yes i No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes INo 1305.1 Equipment Access: 30" X 30" Yes — No 1305.1.3 Appliances in Attics Yes — No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes L No 1401.3 Equipment Sizing: WSEC Yes r/ No Chapter 14 Specific Appliances I Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 1 Length Identification Yes No Chapter 18 Chimneys and Vents Yes INo Chapter 24 Fuel Gas and Piping Yes l= I No Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review i Site Information: 21512 87t" Ave N.E. Lot Coverage: 2256 s.f. Percent of Lot: 33% Arlington, WA New Impervious Surface: 3000 s.f. Parcel #: 0048680000707 Lot Size: 6,688 S.F Legal: Lot 3 Newman Short Plat Job #: Notes: Plan: 1. Downspouts to Infiltration trench per Detail SD-140 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed N 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 0 ft. 12122 ft 20 ft. 40 ft. 8. Parking pad concrete Acronyms I Symbols CITY OF ARLINGTON SD=Storm Drain SS=Sanitary Sewer BUILDING DEPARTMENT =Utility Easement W APPROVED =Water Line ®=Water Meter DAT2.4&4Z^j��� OFFICE O PY NO CHANCES AWHORIZED UNLESS APPROVED BY THB BUILDING INSPECTOR N90'0'0"E 1140.240 CD (D L6 I d) N I sd 0 e W I•� ��' 3 I loo : W I CD I � CD° w 4. � (1 LO : M Q 22' cn c L Ll1 00 t W co N t In N " 10 17' i W o z Cn C L m —ss t -w_ t N 90'0'0"E 105 10.560 Hoyer Homes, LLC 1801 Grove St. Unit B Marysville, WA 98270 (425)879-2494 Contact: Keith Hoyer hoyerhomes@gmail.com 140TOT/: dffA 140 YTiZ) W MTAA93C1 O ICURA 03VQA99A Y� �o v? �rw► ors ]If I Yb a l-?V0s9qA BE-3-MU POT039EHI 0010JIUS STRUCTURAL CALCULATIONS FOR: PLAN #3072 OWNER: HOYER HOMES AUGUST 10, 2016 APN C. TS144 GISTSR ")� E COPY . FIC CITY OF ARLINGTON BUILDING DEPARTMENT A PROVED MALSAM TSANG Received STRUCTURAL UNLESS APPROVED BY THE ENGINEERING BUILDING INSPECTOR .JAN 11 2017 122 S JACKSON ST I SUITE 210 1 SEATTLE WA 98104 1 206.789.6038 T 1 206.789.6042 F KOTOZIJJTA qO YTID immmq30majiu9 03VOFIRqA - c"T f*MAMOMMOOM WT YO OW4CM"A 083-MU POT33qM 0141CAUS DESIGN CRITERIA IBC 2015 DEAD LOADS ROOF FLOOR Roofing 2.5 psf Flooring 1.0 psf Plywood 2.0 psf 3/4"Plywood 2.3 psf Framing 2.0 psf Framing 2.6 psf Insulation 1.0 psf Gyp Board(5/8") 3.1 psf 5/8"Gyp. Board 3.1 psf Mech/Misc 1.0 psf Mech/Misc 3.0 psf Total 10.0 psf Total 13.6 psf Use 10.0 psf Use 15.0 psf LIVE LOADS/OCCUPANCY Occupancy Cat. II ROOF LIVE FLOOR LIVE Roof Deck No Occupany= 0 psf Occupancy= 40 psf Snow= 30 psf SEISMIC CRITERIA ASCE 7-10 Ch.l l &Ch.12 WIND CRITERIA ASCE 7-10 Ch.27 Directional Procedure Imp. Factor= 1.00 V= 110 mph Kd= 0.85 Site Class= D Exposure= B G= 0.85 R Value= 6.5 Table 12.2-1 h= 32 ft K,Y= 1.00 Ss= 1.5 Fa= 1.000 Table 11.4-1 Roof Slope = 5 : 12 = 26.60 Si= 0.5 F„= 1.500 Table 11.4-2 PRESSUE COEFFICIENTS (Cp) Sms= 1.500 x 2/3= Sd$= 1.000 Eqn.11.4-3 Windward Wall = 0.8 Windward Roof= 0.3 Sm, = 0.750 x 2/3= SO = 0.500 Eqn. 11.4-4 Leeward Wall = -0.5 Leeward Roof= -0.6 aULT= 0.154 JEqn. 12.8-2 PRESSURE(PSF) q=0.00256KZK KdV2 CSALL= 0.108 Ht KZ qz 0.6xq:1 qh Pww Pew PwAU Paoor 0-15 0.57 15.0 9.0 6.1 4.9 11.0 SEISMIC WEIGHT ASCE 7-10 12.7.2 15-20 0.62 16.3 9.8 6.7 4.9 11.6 Partitions = 10 psf 20-25 0,66 17.4 10.4 7.1 4.9 12.0 `Roof weight=112 Partition+Roof DL 25-30 0.70 18.4 11.1 7.5 4.9 12.4 `Floor weight=Full Partition+Floor DL 30-35 0.73 19.2 11.5 11.5 7.8 4.9 12.7 8.8 Roof= 20 psf 35-40 0.76 20.0 12.0 8.2 4.9 13.1 Floor= 20 psf 40-45 0.79 20.8 12.5 8.5 4.9 13.4 45-501 0.81 1 21.3 1 12.8 1 1 8.7 1 4.9 1 13.6 1 Per IBC 2015 1605.3.1 Basic Load Combinations PLAN#3072 l - 8/1/2016 Pralecl Dale 0235-2013-02-21 122 South ladcson - MALSAM Suite 210 _ _ JCM TSANG Seattle,WA 98104 STRUCTURAL t 206.789.6038 _ DC1 ENGINEERING f 206-789.6042 1 d L.A.T�R4� �r+al-Ys Is 5�ISMIG 4 Lm V aL *x" CA) wr.(wft) Ft - C r-r) K4f; (K-Fr) D1 sr, VS01S+ALLAI 1,-,P) P10F ti til 6D 4'ba !(, 6.10 v17 6►1 o UI r til60-IDx16 S6,5 $ 1qS gI3 ILI b5 !'S40 Wr = 0 t4A05 1 = 8176 Vsc(tolm O)= 01154(80) S 1z-,3b k VSKCAU w, = P. rD6 (50) w1ND �i �><POSl�R1�-fl i mx,Nr/8A4k "I ro LAEVVI- reset Hr,(R)ep,ajLsa(�) _u'an►vu ( �sJ r) \ 2D0fv BIa;� (�kg 46xr1)T 46= 6'+9/4 = 6(�Il�y) 1C1bi� •E Z f;1D�b1= {11i5 i 2lv1 FAR,PAR 01 = SIM lSrDIE plxpe+_C j_-M WD6� [-*VKL Me, NT. (R),Oa ArLF,4(0) {rmND (tos !r RGWF = 52D �52'=to.4'T�l>y, T-�Rf :r t�,4�q)+° �.'(I{�1D�t'���io,6) = 137•p't1 + I.HD Fbp,- AIAP. _ 19 eus P5P afjz. V-wiuu 't1p. s Vials pr.s D�►C bxf0.4f lb 13�� = 1-6'/ NOR PLAN 307'L — W9P65V R.F B Project Dole 0235-10111-01 Prod.Nw 122 South Jackson faA M a 1 s a m Sulte 210 D�wm T s a n g Seattle,WA 98104 1.^, t 206.789.6038 °0�"•01�°a Shast °�r•�°+�°° f 206.789.6042 {� 1 I RoNT/f GK *X PIP61A ,S sg s"L LDS W PA"WHEM 5 TYPr. P-oof= DI�4P�Znd F�-R• 5W r I�-1 F�t't = 81 S ps 6� L (Fr) 13r6+4+ 7+15 =A-L' 6,01+ r%+745=94,Ib' IT(#A) 60( 74)�''WIC' M"a 74(9D) 5w 6W6 5W6 PT N/&arm wAFLrr. H D 'r N/a µ/A I+/L 1-30 (1)(7/17)= fil*" -0-1 N/GPc. 214p nwFl/q Sr P4Rr 6w 1, FL, Hrr. = br 1,59(3 05) (3.ps) 7J IZ (K) : ars�(3tS� 2J5�63�.57 353(367� L Clerl i 2b' I7.r'r5+7r5=.�Dr25 Ir ( ) 160Oba) W SW6 L 5W6 Sw6 t'r (kZ `' ar�113x$-Db�ADl5X25�2{-Ora�><Z''L.3rj, N/G�.rr N/G ' A H/A N/a N/A N/A SW6 - 0d t& 19 R0 AND I pN fWi31,D 6W4 - �� t,4 IIX gDL$ 0 I/ 5W3 - 8de3006W I' 11 aW'z ` 9d �.2i1 do trDbg I� I► No• MAP 3m- XpOSULE B P�ect Dara Prof.N& 122 South Jackson M a l s a m Suite 210 Deilpn T s a '1 9 Seattle,WA 98104 L Z r '' t 206.789.6038 .'a a.a i.; IF 206.789,6042 sheer I 1 51M SfD1= *XPPbUr'6 S PP-ONT'---+ I RCAr_ s1I R 1,7441 305) L (}q1 44+416 t 9s1+3rz+ ., i 0 Scvws VkO-4tMiS C1--?+t+3+3410W + b �� >r(1 � !'Y2 007) II s sw4 E ro r % ; SK36 5w aMW C 0T(k) 6&LLev'jOAM) HD R/A 21-0 P%LWR DIAP. 1 tr FLP., Sto H r = 8' • 3r7744 (5,D5) �ir7 4�s t 5 I �') 12-4' 17tie' R{ 0 f 41 M(0469) LAn(INLS) 5,Dt31(3,7t) L �� �i 4+-4++ 14-3 14 tOtLS 3,94-6i$ =1o' IT (501- 01113(1+01',10 350(L47) 5W S104 9 S � W4 DT(11) 2,6 N 0 1 rq4(1, T D) 7.t 9(hqe)-- f 01 FL,I.r' HD : 6T"10 L VRA 0 H/ir -w*4 -OP. N/.4 P_p LaI,I D'�.95-'usr3�'L mw Pre(.Ne. 122 South Jackson JGM M a 1 3 a m Suke210 D"D^ T s a n g Seattle,WA 98104 L�3 t 206.789.603E ^y "••,'"e Sheet f 206.789.6042 Stud Wall Design (ASD) Try 2x6 HF#2 Cl 16" o.c. (Alone Side Walls - worst case) b= 1.5 Fb = 2387 k = 1.0 d = 5_5 E = 1300000 c' = 0_8 S = 7.66 Kee = 0_3 SL= 25 A = 8.25 Fc*= 1845 DL= 15 0.5fc= 100.0 0.5P= 825 fc = 145.6 P= 1200 fb = 908 M*= 6865 0.5fb = 454 0.5M* = 3433 Eave Height= 16.5 ft le = 198 in FcE= 300.9 psi Fc= 288.6 psi >fc OK Ww+ 0.5S (fc/F'c)"2+fb/(Fb(1-(fc/FcE)))= 0.69 < 1.0 OK 0.5Ww+ S (fc/F'c)"2+fb/(Fb(1-(fcJFcE)))= 0.62 < 1.0 OK Note: M* =Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 M* =[(1.3*9.7 pst)*((16/12)*(16.5A2))/8=572 tt-lb=6865 in-lb(Exposure-C, worst case) P=(15+25)*(4 5/2)*(16112) = 1200lbs 0.5P=(15+25/2)*(45/2)*(16l12) =825lbs Values from NDS 2005 Table 4A(HF, E=1.3x10"6 & DF, E=1.6x10"6) Where: Fb=Fb*C o*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per SDPWS Table 3.1.1,1) Fc*=Fc*Cn*CF Designed by: JCM Project Name:_Hover Homes Plan 3072 Sheet I J , {� V1=RT1CAL APAL-Y515 , TYPICAL 8EAM CALGWl.ATIDIJS W W1 (TYPI CAL. U I0.) R L L R R1 Wl W LOAD CASE IL J I Loan 44 4 �� s1► Li L RI LI > Lz Rz RI W1 > w% tZz WpppkR- IxA9F FPAMIN6 i a L4pplBR "'Pp- FMb i b 0 H6R, -T"55 80-6 : A-le, -4x I o R T, to Ib"m•1v/5p a jJi L.,,;6.,i,z 15 or-wkS5 ir= (bow-t-0 1,V1 W-so1Db7wl L= 15' Kw- L -6, j �= 31D3r ; M= �}�y45 t�., r.= O'Sns �` i M= 1.00- 1 (04 Psi -0p4; f v z 401 I4 i b- 1,051 ksi 4 014 35(1115) 4 AID d o, '�-Lf I.075 - '�Lx6 GWp, — 4° HBR., —TwMsS P LI6 ; $05" LIV, M, W8>1, KDR, INDIEW. b"PIG Vr = 1.DI V41 ; L=4 kr^ 0,04+Vi*/Z :*+. A IB", / L-b t 01 I f b f6 z 6,464 19-si —&V-! 4%f FW+S �.—�X6 Kati. b°HDR, ^Hl) LOESS -- 000-1au55 012-6, i RAC+ POP-r-14 KVF: BR4M "I ;rW) W'= 0.oe"'-A -I z `I ; L- t>9l �= D,3ot�' M b,505k-� R� pY575 M= f v-=3o P� j f b 0,464144 O tOS A11 I3—Dp-1 fur- 61 N ,+= 0114.7 KSi bk '-'L* ry+p, HbR, &n= 1-150$ u1N,D, gAlpHF1 ' Prs DiOUL.+ POO + Dfasxlb/lln. � z o15L m= D-b25(1-' 1Z)e-bWL on� oar. 6195�2Q3-FA01 _ p,ai N..122 South Jackson �M M a I s a m Suite 210 NAgn T s a n g Seattle,WA 98104 V"I t 206.789.6038 ..9 p e n f!o n f 206.789.6042 � 06 fLpkA.R ba-R, paaR S 6° OFFICE yJwl KDRt'l M1-= D%1DW' j �-= �� lAr$ O DS>< 125/Z } D v 2 �Or DBs 048sSk�' ka 01900- Mx f T7- Ate N f6 - o,ba lui -vk-'. P.= ,Cin - L/752 -- D.VZ'7" —ol,-! 4 Y.$lig L 4 �H?`Z m4L.6m, A.61Dv1E L1,rt/Noy- ; GPAN,lmaxt-16'% MAIN DAPP- µDR i LMAx1 =?;' �. rZo,05y-1't/Z.t 04 = v141w, i Lz16 1ta•�c, �D►v5�'1 �. �p1Db f D►MSKI-= 6,91,W1 fL z 0,7.8 r ; M = I';rpz K-1 an= zz�D,456 K k-� P-= r0.555 fb - 10 p51 i = 11tie I' C 1 4 mi -6k! fv-= 4-1 Psi � r6 = 0►zM4&51 -COW 5y$,,c I1 Az g-rL t 1-IA6 'Z4F-v4 � �P-0NT �+oR�� P�� ��►r►'i; I-�'bac1= 51; FL4L, IM, A%OVr. w/DINI L-maxl =IBIS CGA6ff Z) f' p=0 ur: 01 b4.546 = v�Z7 W� L, s 1 I L1 R iv151 i LS =r'l1 j Pza Itzp�oc K j m= 0,043Z5 k- 1 Kr,: 01054165/2. t- 01n = nsl-w- f irz 4,�psi f' -fib= 9474 Kc w"i=pOg x 15/z+ 6103 = 0,405 Wl AA'6P4-1 ar CEO AWL_ L/16?= of 0711 I�= 1� R2= 3,�k ,' M= 16,q6 -1 F�-Rr DM1 AI�puE Aa`T,ahrD 6f�•P r (ADT, R�.� fV - Sail pal fb= I�bb 1c51 -b(c.l Wz 0-05> W-L t-O#N-- 01555M 6(.a an= t �= I24 Psf ,� f l7� I�qz Ur;, 11 01-I- DI Dt8 = II Ip k✓' 6 6 L 31�8 K I D I/2 Prz R = 1r75 "- ; M= 3'44 �-' 6L S% xL 1<.61' -bk' 4194b I-'R 15M 1 AWE F+A.j-tVAY (AD,-, TD SMI R-�� An-Z L/351 = 6 415" (6,46JE-2) F=D P-z 0-bD3 i N1= J,-1135 k-1 Liu b ' , Lzz 3 P=a f v'� 30 �i 1' +b z 91Z61 Ksl UFO = 0165-AII 1 z mn5w' -' U)'i• =0105xUP D1'1LS 4T1:= 01 NW= L/3m �1 = 3114 k r, 42.=31'A' �, ?= 71451`-f 150 p Si �'•Fa = 7-1 Y1 � i 2 r 4 —b k PLAN! 3072 Project DOM 122 South Jackson TT-- M a l s a m Suite 210 D•dgn T s a n g Seattle,WA 98104 r° '• ' t 206.789.6038 y-1 - ..y n•e.r•p SFwat f 206.789.6042 1 fly IM, APOVW 'L-CAfL (,a>-, (ate',h I6cbAt,Vz 0 MAfN 4PXEE (C-S,) FW RM, uT1=laz + t D*L, 75T51, t4WPM$L Pff.M61 f CtAJE.L�% u14 519. , LI- ZO' ; Lti= 1�51 � �s (b,D4�24/1 fio 5 1)6 �, _ � � Lz= 4 ; p= (D�DSxKl2 + D,p6r�t1'Ib�{z = U a I`�-- CONS, btTi=1Ja=vtDb7 "v o, , ATL= 0,1A41"= l-f y0z h-� = D�b�lk ID.fOV-L 0- ,o,4 6AR, MXrR, wawa L i Plz 41.05 k.(C -LAb 6�014VL 1&F,U 4t4V-LVA4 T r= 50 rs1 / �b 0-q 44 wsi —J� M = 55t57 le-1 1--Lx1b 1=x1 f= 17.0 IDSi 4 165 Pai -Dk yx8 µ 41 C"4' Om, L PPsr/p,41) (e 4 b"Or- SK , .N 1,05 �-II C U4 �-$1 0,1.5) -bkl GT= a,of g 413),/L +D, 0,04 L=-41 &L 51/0AP1, S 11161' m = 11764-t �� I, fb= n,�� IcS; �NDs c '�1<4 iu (R� 1 Wft 11�0 NRrw-L 6,6,lbm. 00 4+L9 Parr 14 7X4 - la d►4b51,14, 1,i5 = 7,1 n 1�S „ PT I a 40 a (4A6 aOm, 6P-46C DN ) a-/F- ,r 'web ►-o-m, �-z�' 6*-, POST PAD UNDER V-rr, SIN 1Ab : rL-96 s „ U4 PmA,A,= Al Kp,ym. a WU/cIN, 1L NA,PA. wv;/�k 61446x6, � 4 = 3,7 k+ 614r)e-I,6/1 = 0,10k+ b,oScIVII, F A = rL fs Y �y ��� = 6t425 = 30`15&,x I- = , 46 tl 11 pn t�P,(tilIOG, / w/(3� il-4 1! ,�.1t t6° 6APA60 RJR F}�R, i p�ST Pr�O UNbFjL PBwteR RNA. (AL$6 UNmi). T4R); r= 61045x 6A= O,I�k�, �. L 16' Bl I N P+•1� e�+pu,Na + D b5>< 21+{ �, QTL- L/%47 = 0.176 DPI "3 54 l P�- I.A4k i M= 5,76 f r= 70 psi f b=1,64 K4i 6L 3lox q NaR 1'L"w TV, RAM, NALj- FS00IN6 i 12f, ©R4M AM/F 64R, I=RONT% fir, % 91040u 45A t ota0 Kz+ 0105.4 II4SA t W-= 0,045-.4 '1.,5 z D,1115 W ,. L_17i k5 !Z= bPFs W P,q b k ; �1= +gG k'' = t �I- 1�O W#(1 fir= O psi ,'f+b= M elr Iasi< -64W-, 1.1' r44X 416++ mcD, INN, vj&L 4,410 NnT', = D,p4bx45�1 ta0�x'2tb,05�cII,S/z+ = q+ OIIb rDt1®75} 1,103 = 2,S3k/1 I��w19P�gib,= 1,5><2fcsF: 3,D IY1 > z�53w`-6kl PLAW '3072.. pwi d Oats brbs Prof.No. 122 South Jackson Ma Isam Suits210 T s a n g Seattle,WA 98104 °� t 206.789.6038 -- 3 o°Po�e�io� f 206.789.6042 shex I Permit Information Date 1/12/2017 Permit Number 1287 Project Name Hoyer Homes,LLC Applicant Name Hoyer Homes,LLC Applicant Address 1801 Grove Street,Unit B City,State,Zip Marysville,WA 98270 Contact Keith Hoyer Phone 425-879-2494 Email hoyerhomes@gmail.com Permit Type ZON Site Address 21512 87th Ave NE Valuation 0.00 Status Completed Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcelk 00486800000707 HOYER HOMES, LLC HOYER HOMES,LLC 1801 GROVE ST STE B 21512 87TH AVE NE MARYSVILLE,WA 98270 Review Target Completed Assigned Date gyp Description Date Date To Status 1/12/201 SON(Plant 2 trees on site per final plat,one at the rear of the lot and the 1/17/2017 1/12/2017 Amy Approved with other can be in the front yard or the street trees. Rusko Conditions 1/12/201 ZON 1/17/2017 (Kevin In Review blander 1/12/2017 ZON'Silt fence required along the entire length of the east line of 1/17/2017 1/13/2017 Marc Approved with propertv.Turn ends up-gradient to create catchment at each end lHayes Conditions N ter&Sewer connection fees current at the time of building IPW Admin 1/12/2017 ZON permit submittal will apply.All fees must be paid prior to water 1/17/2017 1/12/2017 (Rev Complete meter installation&side sewer inspection.LT 1/1 2/2017 ZON Sewer stub is available to the property.JL 1/17/2017 1/17/2017 IPW-Sew- ,Complete (Rev 1/12/201 ON 1/17/2017 1/17/2017 1C omplete ested to the fitting on end of tail piece this is the connection point. PW-Wat- I rpo not remove.GS I I IRev Uploaded Files Upload File Date File Uploaded 6 1/12/2017 11:57'56 AM 11287 Application.2df IFoster.Kristin 1/12/2017 11:57:56AM 11287 Site Plan. df IFoster.Kristin RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE• Arlington,WA 98223 • Phone (360) 403-3551 (Please allow 72 hours for review) Project Address: 2 S I Z 8 -1�= _ /u� C Plat: Owner/Applicant: No-�1r ��cr L L�- Address: 1901 G-,,,t, City: M"t ,,:I State: �,JA Zip Code: 82-7D Phone: 47 r Email: Describe Proposal (include cross street): Please check one: ❑ Single-family dwelling ❑ Duplex ❑ Addition ❑j Accessory structure 1. Proposed Dimensions: W) L) H) Total SF) 2. Allowed Lot Coverage: Total Lot Size �� SF x 35% = Z 3'40 SF oz, 3. Actual Lot Coverage: (SF of all structures') 2 2r� _�� (lot size) ; " % 4. Septic Tank? ❑J Yes U,.No Private Well on Site? ❑Yes to If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? '0— if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System Medical Equipment ❑I Lawn Sprinkler System ❑ Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub ❑I Re-circulating Heating System Swimming Pool ❑ Other Applicant Signature: Date: / 112 17 ' This square footage should include the looter" t area of all structures on the property including:house,garages, sheds,covered patios,and decks permitted by the building code. Rev 04/2013 Site Information: 21512 871h Ave N.E. Lot Coverage: 2256 s.f. Arlington, WA Percent of Lot: 33% Parcel #: 0048680000707 New Impervious Surface: 3000 s.f. Lot Size: 6,688 S.F Legal: Lot 3 Newman Short Plat J Notes: Job #: Plan: 1. Downspouts to Infiltration trench per Detail SD-140 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed N 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. o ft. 12 ft. 20 ft. ao ft. 8. Parking pad concrete Acronyms/Symbols SD=Storm Drain SS=Sanitary Sewer UE=Utility Easement W=Water Line N=Water Meter N 90'0'0"E 114 0.240 CO m L6 I cNv I SCI-0 w ' �6' 3 ,00 17 W G 7 v Z cNi g � i N i i m M CO Q 22' cn cn o oa Q Q m N 1 � w 00 0 I � 4 in M 17'10" M w z L c S�LO —SS � — — 111 -w _ � � co 34 � 1 N 90'0'0"E 105 10.560 Hoyer Homes, LLC 1801 Grove St. Unit B Marysville, WA 98270 (425)879-2494 Contact: Keith Hoyer hoyerhomes@gmail.com I u i go T t8 \ ter• 5t,K J� - W, ,�.-' _1 �_ ., - ._" _ -- J1 BUILDING INSPECTION REPORT — Residential Final Permit No. 1288 Address: 21512 87th Ave NE Contractor: Hoyer Homes, LLC Owner: Hoyer Homes, LLC Date: 1/11/2018 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Final Building ADDRESS NUMBERS: ❑ ACCESS: ❑ PLUMBING: ❑ MECHANICAL: ❑ SMOKE DETECTION: ❑ CO DETECTION: ❑ LIFE SAFETY: ❑ DECKS: ❑ HANDRAILS: ❑ PLANTINGS: ❑ WATER: ❑ SEWER: ❑ LIGHTING: ❑ FINAL ELECTRICAL: ❑ BLOWER DOOR/DUCT CERT: ❑ INSULATION CERT: ❑ Date: 1/11/2018 Inspector: Kevin Olander Permit#: 1288 Permit Date: 01/12/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Nam e Hoyer Hom cs, LLC Applicant Nam a Hoyer Hom es, LLC Applicant Address: 1801 Grove Street, Unit B Applicant, City, State, Zip: Marysville,WA98270 Contact: Keith Hoyer Phone: 425-879-2494 Em al: hoyerhom cs@gm al.com Scope of Work: New SFR Valuation: 200000.00 Square Feet: 3072 Num ber of Stories: 2 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 01/30/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wrier Nam e Caner Phone Zoning 00486800000707 2 1512 87TH AVE NE HOYER HOMES, 910 Undeveloped LLC (Vacant)Land Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Hoyer Hom e; Keith Hoyer 4 25-879-2494 1801 Grove CONSTRUCTION Labor d HOYERHL879K3 Street,Unit B CONTRACTOR Industri anes Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 05/01/2017 R20.SFR/DUPLEX 01/11/2018 C omlieted FINAL Plan Reviews Date R eview Type D escription A ssigned To R eview Status 01/12/2017 RESIDENTIAL SINGLE BUILDING FAMILY Fees Fee D escription N otes A m aunt Processing/Technology $25.00 Building Perm i T able 4-1 $2,161.19 Building Plan Review T able 4-2 $1,404.77 Forced Air Heat f ee per Btu $25.00 Gas Piping/Units E nter#of units $10.00 Mechanical Base P erm i Fee $25.00 State Surcharge- 1 st DU R esidential- 1 st Unit $4.50 Vents $10.00 Wder Heater(Tank) $25.00 Mechanical Comm ccial Perm i T able 4-7;Per Unit $144.00 Total $3,834.46 Attached Letters Date Letter D escription O1/23/2017 Building Perm i Paym eats Date Paid By D escription P aym ait Type A ccepted By A m cunt O1/30/2017 Hoyer Hom es,LLC C heck#3105 K ristin Foster $3,834.46 O ttstanding Balance $0.00 Notes Date Note C reated By: 06/15/2017 Lot 3 Kristin Foster O1/25/2017 Mitigation fees were paid at tim eof final plat. K ristin Foster Uploaded Files Date File Nam e 04/30/2018 3424345-21512 87th Ave NE.docx 06/15/2017 237146241288 Drainage as built.pdf O1/30/2017 2074976-1288 Issued Perm i.pdf O1/25/2017 2065915-Newm al Short Plat.pdf O1/12/2017 2047788-1288 Application.p f I CERTIFICATE OF OWNERSHIP AND DEDICATION NEWMAN SHORT PLAT, CITY OF ARLINGTON APPROVALS I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY IS LOCATED FILE NO. PLN 20080030 CERTIFICATE OF SHORT SUBDIVISION APPJROYAL WITHIN THE SHORT SUBDIVISION REGULATION JURISDICTION OF THE CITY OF ARLINGTON, THAT I HEREBY FREELY ADOPT POR.�+NE 1/4, NW 1/49 & SE 1/4, NW 1/4 - THIS PLAN OF SHORT SUBDIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON THIS PLAT AS STREETS, SEC. 12, TWP. 31 N., RGE. 5 E., W. M. ALLEYS, WALKS, PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE, AND S L I HEREBY CERTIFY THAT THE SHORT SUBDIVISION SHOWN ON THIS PLAT IS IN ALL THAT I WILL MAINTAIN ALL SUCH AREAS UNTIL THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUBLIC , WASHINGTON RESPECTS IN COMPLIANCE WITH TITLE 20 OF THE ARLINGTON MUNICIPAL CODE, AND SNOHOMISH COUNTYTHEREFORE THIS PLAT AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE ITS BEING RECORDED IN AS BEEN APPROVED BY HE PLANNING H MANAGER,6'� DAYS SUBJECT ECT TO DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER USE IS APPROVED BY THE ARLINGTON CITY COUNCIL IN THE PUBLIC INTEREST. I SHALL FURTHER UNDERTAKE TO DEFEND, PAY AND SAVE D OWz HARMLESS, ANY GOVERNMENTAL AUTHORITY, INCLUDING THE CITY OF ARLINGTON, IN RESPECT OF ALL CLAIMS FOR EASEMENT PROVISIONS " -• DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY INCLUDING THE CITY OF ARLINGTON WHICH MAY BE OCCASIONED '•� - TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION, DRAINAGE OR MAINTENANCE OF SAID RIGHT-OF-WAY AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING THE SUBJECT SHORT PLAT, COMMU —DEV OPME T DIRECTOR L ■'T ' OR OTHER AREAS SO DEDICATED. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH '. AND ADJOINING THE STREET FRONTAGE AS SHOWN OF ALL LOTS, TRACTS AND COMMON AREAS IN WHICH TO f 3 fog INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPES AND DECLARATION OF SHORT SUBDIVISION AND OF COVENANTS WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SHORT DATE — •- SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, WATER, SEWER, TELEPHONE, GAS, TELEVISION CABLE AND ' • -' ■ - ■ KNOW ALL PERSONS BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, HAVING AN INTEREST IN THE REAL PROPERTY OTHER UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS, TRACTS AND COMMON AREAS - • . DESCRIBED BY THIS DECLARATION, DO HEREBY DECLARE THE HEREIN DESCRIBED DIVISION OF LAND APPROVED AS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. CERTIFICATE OF APPROVAL•-0F•- PUBLIC fMPR'OVEMENTS SHORT PLAT NUMBER PLN20080030 ON THIS —_ DAY OF __ -- 2008 BY THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT OF THE CITY OF ARLINGTON, SUBJECT TO THE FOLLOWING CERTIFICATE OF SURVEY AND ACCURACY I HEREBY.CERTIFY THAT ALL STREETS 51OWN ON THIS QLAT ARE WITHIN THE CITY OF COVENANTS AND CONDITIONS. ARLINGTON N=ANNING JURIOICTION, -ALL STREETS-AND-OTHER PUBLIC IMPROVEMENTS I HEREBY CERTIFY THAT THIS MAP DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SHOYIN ON THIS pLAf HAVE BEEN INSTALLE[Y•OR COMPLETED TO CITY STANDARDS OR 1. THIS SHORT SUBDIVISION IS SUBJECT TO AN ANNEXATION COVENANT AND POWER OF ATTORNEY AND THE TERMS, SUPERVISION; THAT THE EXTERIOR PLAT BOUNDARY, AND ALL INTERIOR LOT CORNERS HAVE BEEN SET UNDER THAN THEIR INSTALLAi70N OR GpMPLE'fION (dVITHIN 12 MONTHS AFTER THE DATE CONDITIONS AND PROVISIONS CONTAINED THEREIN BY INSTRUMENT RECORDED SEPTEMBER 17, 1996 UNDER AUDITOR'S MY SUPERVISION USING APPROPRIATE PERMANENT MATERIALS, WITH A FIELD TRAVERSE WITH A LINEAR CLOSURE BFL•OW) HAS BEEN•-ASS1JRED BY THE'POSTI� OF A PERFORMANCE BOND OR OTHER FILE NO. 9609170398. REFER TO THAT INSTRUMENT FOR ITS FULL PARTICULARS. OF AT LEAST 1:10,000 AND CORRESPONDING ANGULAR CLOSURE AS SPECIFIED IN W.A.0 332.130.070 AND SUFFICIEL1r URETY, AND 'f]iAT THE SHORE SUBDIVISION SHOWN ON THIS PLAT IS IN 332.130.090; THAT ALL STREET CENTERLINE MONUMENTS WITHIN THE PLAT AND ALL INTERSECTION WITH - ALL RESPECTS. IN COMP-LIANGE WITH Tlj�-2 20 OF THE ARLINGTON MUNICIPAL CODE, 2. THIS LAND IS WITHIN THE INFLUENCE OF THE ARLINGTON MUNICIPAL AIRPORT, ON WHICH AERONAUTICAL ACTIVITIES EXISTING STREET CENTERLINES HAVE BEEN MONUMENTED WITH CONCRETE MONUMENTS IN CASE OR OTHER ■-•'• .AND THEREFORE THIS PL•!4T HAS 8E£�1 APPROVED BY THE CITY ENGINEER. PERMANENT MATERIAL APPROVED BY THE CITY; THAT E BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN AS DEFINED IN RCW CHAPTER 14.08 AND ARLINGTON MUNICIPAL CODE TITLE 14 ARE AND MAY BE CONDUCTED. THIS LINES PLOTTED FROM INFORMATION FOUND IN BOOK N A , PAGE N� AND THAT THIS MAP WAS PREPARED.-IN ' LAND MAY EXPERIENCE LOW OVERHEAD FLIGHTS, ODOR, NOISE, VIBRATION, AND OTHER AVIATION RELATED IMPACTS. ACCORDANCE WITH THE PROVISI S OF RCW 58.17. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS AY 2008. .'CITY �NGINEERIAIG �. . SINCE AIRCRAFT WILL BE FLYING OVER THE PROPOSED AREA, ANY OUTDOOR LIGHTNG SHALL BE DOWN SHIELDED AS �•- 0 �3/� TO REDUCE ANY TYPE OF GLARE WHICH COULD INTERFERE WITH FLIGHT OPERATIONS. DATE _ •�, DATE, NO USE MAY BE MADE OF THE PREMISES WHICH CAN OR DOES INTERFERE WITH USE OF THE AIRPORT BY AIRCRAFT REGISTERED LAND SYJRVEYOR •~ r• BY REASON OF: 1. ELECTRICAL INTERFERENCE WITH NAVIGATIONAL SIGNALS OR RADIO COMMUNICATIONS AT THE J/���/ .. •r AIRPORT OR WITH RADIO OR ELECTRONIC COMMUNICATIONS BETWEEN THE AIRPORT AND AIRCRAFT OR AIRCRAFT TO Cs6 '(�/ _ ••'ti } 6-E§TIFICATE OF CITY TREASURER AIRCRAFT; 2. THE EMISSION OF FLY ASH, DUST, VAPOR, GASES, OR OTHER FORMS OF EMISSIONS THAT MAY CONFLICT REGISTRATION WITH PLANNED OPERATIONS OF THE AIRPORT; 3. LIGHTING CONDITIONS , HEIGHT OF ANY STRUCTURE OR .'ti r�• I HEREBY CERTIFY THAT ALL MONEYS AND DEBTS PERTAINING PTO THIS SUBDIVISION 2 APPURTENANCE, OR ANY USE WHICH MAY ATTRACT BIRDS. LEGAL DESCRIPTION •.• . ' WERE PAID TO THE CITY OF ARLINGTON BY THE 7 DAY OF_L2'2A_&4 2008. 3. THE FOLLOWING MITIGATION FEES SHALL HAVE BEEN PAID PRIOR TO FINAL RECORDING: THAT PORTION OF LOT 7, KUNZE ACREAGE TRACTS, ACCORDING.TC••TtiE PLAT:THEREQF RECORDED •JUNE 2,-•••. •• THE AMOUNT OF $10,065.00 ($3,355.00 PER LOT) FOR CITY TRAFFIC FEES 1914 IN VOLUME 9 OF PLATS, PAGE 43, UNDER RECORDING NLMIBER 261977, RECORDS-,OF SNOHOMISH: COUNTY, J}� THE AMOUNT OF $1,452.00 ($484.00 PER LOT) FOR CITY NEIGHBORHOOD/MINI PARKS WASHINGTON, DESCRIBED AS FOLLOWS: % LL-- THE AMOUNT OF $4,986.00 ($1,662.00 PER LOT) FOR CITY COMMUNITY PARKS • • FINANCE DIRE OR/CITY TREASURER THE AMOUNT OF $2,682.00 ($894.00 PER LOT) FOR SCHOOL IMPACT FEES BEGINNING AT THE INTERSECTION OF''fHE�WES7•LINE OF LOT 7 WITi 'TLJE NORT% LINE OF COUNTY ROAD NOTE: ACTUAL IMPACT FEES DUE ARE THOSE AS SET BY RESOLUTION AT THE TIME THE FEES ARE PAID. THESE RIGHT THENCEE N WAY; •� ' , cS�oZ'I��8 NORTH ALONG SAID !NEST LINE 320 FEET; '• .. ... __ AMOUNTS ARE PROVIDED HERE AS AN ESTIMATE. THEY MAY EITHER INCREASE OR DECREASE BY THE TIME THEY ARE THENCE EAST, PARALLEL TC THE SOUTH QKE OF LOT-7 FOR 114 FEET; DATE PAID. THENCE SOUTH PARALLEL TO THE WEST'LINE-OF LOT 7'.Folk 320 FEET TO THE NORTH LINE OF COUNTY ROAD RIGHT-OF-WAY; CERTIFICATE OF COUNCIL APPROVAL 4. IMPACT AND/OR MITIGATION FEES FOR THIS SHORT SUBDIVISION ARE BASED ON 3 NEW DWELLING UNITS. IF MORE THENCE WEST ALONG SAID RIGHT-OF-WAY TO TfLE POINT'OF•BEGINNING;• THAN 3 NEW DWELLING UNITS ARE CONSTRUCTED ON THE 4 LOTS, THE BUILDER, PRIOR TO ISSUANCE OF THE BUILDING TOGETHER WITH THAT PORTION bF THE SOUTH HALF. OF THE.NORTHWEST QUARTER OF THE NORTHWEST I HEREBY CERTIFY THAT THE CI COUNCIL R VIEWED AND APPROVED THIS FINAL PERMIT, WILL BE LIABLE FOR IMPACT FEES FOR THOSE ADDITIONAL UNITS AT THE AMOUNT IN PLACE AT THE TIME OF QUARTER'OF"SECTION 12, TOWNSHte 31 NORTH, RANGE 5 EA$T, W.M., DESCRIBED IN EXHIBIT D OF INSTRUMENT PLAT FOR RECORDATION ON _ 2008 BUILDING PERMIT ISSUANCE. RECORDED UNDER RECORDING NUMBER 20020-7230764 AND DESCRIBED AS FOLLOWS: BEGINNING AT THE; SOUTHEAST CORNER OF THE'NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID MAYOR- SECTION I - -- -- TX; '• SC Z)� H. GEORGE NEWM III, MORTGAGE ELECTRLEB Tf TION THENCE soo;m 87.41;27" WEST ALONG TF E SOUTH LINE OF•SAID SOUTH HALF A DISTANCE OF 2.02 FEET TO AS HIS SEPARATE ESTA SYSTE 'ZINC. FO T OF THE WEST EUC OF A'SOARD FENCE; DATE CO TR DE HOMf THFNCE,NORTH'-4'11'21"'-EAST ALONG SAID WEST 5PrGE OF THE BOARD FENCE A DISTANCE OF 54.94 FEET TO BY _ T+1E NOOIF EST'�ORNER'OF SAID FENCE; SNOHOMISH COUNTY TREASURER'S CERTIFICATE ITS: % THENCE NORTH 89-55'56" BAST ALONG THE NORTH EDGE OF SAID BOARD FENCE A DISTANCE OF 1.94 FEET TO - u\ THE.EAST LINE OF THE SOUTi HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED ACKNOWLEDGMENTS •, .� SECTION 12; AGAINST THE PROPERTY DESCRIBED HEREON, ACCORDING TO THE BOOKS AND TFIENCe SOUTH 4'06'5$; WEST-ALONG SAID EAST LINE A DISTANCE OF 54.85 FEET TO THE TRUE POINT OF RECORD OF M OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING - •BL�GII�(NING.. — TAXES. B 7 STATE OF WASHINGTON ) ••,.' ■■ •;• '■ ' � ,• - f, ��(p.� t�CT�d© et ) SS EXCEPT-`fHA� PORTION,.THEREOF DEEDED TO SNOHOMISH COUNTY FOR ROAD PURPOSES UNDER RECORDING NO. EXAMINED THIS _-CL�-1 � DAY OF COUNTY OF SNOHOMISH ) -■- -1802020236 : I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MARK S, �-IARR/SON IS THE'PERSON' 9uHO ALSO EXCEPT TLTA7-PORTION THEREOF CONVEYED TO HIMALAYA HOMES, INC. UNDER RECORDING NUMBER 1 / ' APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED_THIS IN ENT AND ACKNbWLEbOED •'■, 200207230763'AND SUBSEQUENTLY CONVEYED TO THE CITY OF ARLINGTON FOR ROAD PURPOSES BY DEED 1-� r-k e- t e ye-rs — IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MERTI I�11 STRUMENT. SNOHOMISH COUNTY TREASURER I�J '•RECORD,ED,uNbER AUDITOR'S FILE NUMBER 200210170132; DATED •. u� SIGNATURE: ^ SEAL OR S•7�4Mp — � /�' '�- - TOGETHER WITH THAT PORTION OF SAID LOT 7, KUNZE ACREAGE TRACTS, LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: ( s'Q'., OT ,, B DEPUTY COUNTY TREASURER (PRINT NAME) — _ r U3r�,. J+ , NOTARY PUB I IN F THE STATE OF WASHIN6'TON _ _•■, s, t■:. S Z• - BEGINNING AT THE NORTHWEST CORNER OF THE CONVEYANCE LEGAL DESCRIPTION AS DESCRIBED IN A RESIDING AT ,��c , �, ,� y ,e•, 1 ,�� pRr��G 2 •■■I BOUNDARY LINE AGREEMENT DECLARATION AS RECORDED UNDER AUDITOR'S FILE NUMBER 200207230764 (AND RECORDING CERTIFICATE MY APPOINTMENT EXPIRESY- �j T.�, ), PREVIOUSLY DESCRIBED); • ,�a►Na�� •• •••• THENCE SOUTH 89'37'39" EAST ALONG THE NORTH LINE OF SAID CONVEYANCE LEGAL DESCRIPTION 1.94 FEET •_WASH TO THE TRUE POINT OF BEGINNING OF THIS DESCRIBED LINE; STATE OF WASHINGTON ) " FILED FOR RECORD THIS�DAY OF 20QL THENCE CONTINUING SOUTH 89'37 39 EAST 1.83 FEET; SS THENCE SOUTH 84'20'43" EAST 90.74 FEET TO THE NORTH LINE OF THAT TRACT OF LAND CONVEYED BY DEED AT Llf R.M., IN VOLUME OF SURVEYS AT PAGE COUNTY OF SNOHOMISH ) ■ , RECORDED UNDER AUDITOR'S FILE NUMBER 8501220149 AND THE TERMINUS OF THIS DESCRIBED LINE; AFNOgOSo�9Sa�`�'; RECORDS OF SNOHOMISH COUNTY, WA I CERTIFY THAT I KNOW OR HAVE SATISFACTQR.Y EVIDENCE THAT H. GEOkGE NEWMAN /// IS"THE PERSON WHO EXCEPT THAT PORTION OF SAID LOT 7, KUNZE ACREAGE TRACTS, LYING NORTHERLY OF THE APPEARED BEFORE ME, AND SAID PERSON ACKNOWI EDGED THAT NE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED FOLLOWING DESCRIBED LINE: AT THE REQUEST OF H. GEORGE NEWMAN IT TO BE HIS FREE AND VOLUNTARY-ACT FOR THE USES )MID PURPOSES MENTIONED"IN `j�Igt RUMENT. �� '•DATED. � R/� BEGINNING AT THE NORTHWEST CORNER OF THE CONVEYANCE LEGAL DESCRIPTION AS DESCRIBED IN S GNATS (/ YI ._•' SEAL'.OR STARdP • •� �r "a uNM ��/// BOUNDARY LINE AGREEMENT DECLARATION RECORDED UNDER AUDITOR'S FILE NUMBER 200207230764; SNOHOMISH COUN AUDITOR BY: DEPUTY C AUDITOR (PRINT NAME)_ — _ _ _ ) =It��a // THENCE SOUTH 89 37'39" EAST ALONG THE NORTH LINE OF SAID CONVEYANCE LEGAL DESCRIPTION 1.94 FEET; NOTARY PUBLI IN A D FyE SLATE OF',WASHIN�TON +P�� i THENCE CONTINUING SOUTH 89'37'39" EAST, 1.83 FEET; �R�SIDING AT� I��t " UFv . THENCE SOUTH 84'20'43" EAST, 90.74 FEET TO THE NORTH LINE OF THAT TRACT CONVEYED BY DEED UNDER SHORT PLAT FILE N0. PLN 20080030 ' MY'-,APPOINTMENT'-EMPIRES •�� ... ' aVB� AUDITOR'S FILE NUMBER 8501220149 AND THE TRUE POINT OF BEGINNING OF THIS DESCRIBED LINE; i� � 0 - THENCE CONTINUING SOUTH 84'20'43" EAST 22.74 FEET TO THE CORNER OF A BARB WIRE FENCE AS IT CITY OF ARLINGTON WASHINGTON �� •••• •, TA11 1_30-V 0� EXISTED ON FEBRUARY 8, 2005; • •.,''. STATE of -�� ) •, ••• of WAS���� THENCE NORTH 44'39'12" EAST ALONG SAID BARB WIRE FENCE 2.21 FEET TO THE EAST LINE OF SAID TRACT AUDITOR'S FILE NO. ---- ■ '■) SS" CONVEYED BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 8501220149 AND THE TERMINUS OF THIS C?)PNTY O� ') DESCRIBED LINE. - POR. NE 1/4, NW 1/4, & SE 1/4, NW 1/4 t, I C RTIFY THA I KNOW OR Ij,4VE SATISFACTORY EVIDENCE THAT SEC. 12, TWP. 31 N., RGE. 5 E., W. M. ti � '%n,� 7&nldk5 • • _ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SNOHOMISH COUNTY WASHINGTON PERSON'.ACKNOWEEDGEd-THAT (*E/SHE) SIGNED THIS INSTRUMENT, ON OAT STA ED THAT (itt}s�/SHE) WAS > AUTHORIZED TO EXECUTE•THE,4NSTRUMENT AND ACKNOWLEDGED IT AS THE � n} �lme- 1 _ OF D `T 'MORTGAGE, ELECTRONIC REGJSTRATION SYSTEMS, INC. FOR THE BENEFIT OF COUNTRYWIDE HOME LOANS. TO BE t SHORT PLAT FOR Tll� FREE"AND VOIUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. GEORGE NEWMAN DATED: -vt 'v '$IGNATURE: _ (SEAL OR STAMP) KAREN R SHUIER 21467 Kirkland, WA 98034-6929 Date Tom'" - 1 th Avenue 4 8 08 (PRIN-G 4+AK E) �- M1r anuarV Commission Expire; Drawn RVJ Jenuary id, 2012 � IS T Tel (425) 821-8448 Checked NOTARY PUBLI IN AND FOR THE STATE OF-W�tSi+N&TAhh 1�0.S �!L IAl� Fax (425) 821-3481 RESIDING AT JQl u I G7y ASSOCIATES Toll Free 800 488-0756 Job No. 04-308 MY APPOINTMENT EXPIRES Rt� via l4.cZ01a� EXPIRES® -(� ( ) WWW.TRIADASSOCIATES.NET.. Sheet 1 OF 2 i NEWMAN SHORT PLAT, CITY OF ARLINGTON FILE NO. PLN 20080030 POR. NE 1/4, NW 1/49 & SE 1/4, NW 1/4, SEC. 12, TWP. 31 N., RGE. 5 E., W. M. 57H AW 100 DECLARATION OF SHARED ACCESS EASEMENT SNOHOMISH COUNTY, WASHINGTON Q THE SHARED ACCESS EASEMENT GRAPHICALLY DEPICTED ON LOT 2 IS HEREBY GRANTED AND CONVEYED TO s LOT 1 FOR A DRIVEWAY ACCESS EASEMENT. THE MAINTENANCE OF THE SHARED PORTION OF THE PAVED , , SURFACE SHALL BE SHARED EQUALLY BY BOTH LOTS 1 AND 2. THE ENTIRE EASEMENT AREA (WITH THE �' SATE'' EXCEPTION OF THE DECORATIVE ENTRY COLUMNS AND FOUNTAIN AS SHOWN HEREON) SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS, EITHER TEMPORARY OR PERMANENT, THAT WOULD PRECLUDE THE USE BY LOT 1 OF I LOT / �" MAPLE ST rb W'LY BOUNDARY -WEST LINE LOT 7 (KAT) ESTABLISHED BY I "A- SNOHOMISH COUNTY � � Q 2 - vE ITS FULL ENJOYMENT OF A DRIVEWAY ACCESS EASEMENT. 157N PL NEg N '•,•��•... ~ THE MAINTENANCE OF THE FOUNTAIN SHALL BE THE RESPONSIBILITY OF LOT 1. BLA AFN 200207230764 I SEE DETAIL SHORT PLAT SP-545( 1 2--77) / ® a _ •• - _ THE MAINTENANCE OF EACH DECORATIVE ENTRY COLUMN SHALL BE THE RESPONSIBILITY OF THE LOT ON IV842 ' " AFN 7303170298 HIGHLAND D 21.7H.ST WHICH IT IS SITUATED. 0 43 W 113.49' THE MAINTENANCE OF THE SHARED PORTION OF THE PAVED SURFACE, THE FOUNTAIN AND THE DECORATIVE FOUND 1 1/2" BRASS N89'37'39"W 107.25' ' DISC IN CONC I 3.77' ENTRY COLUMNS SHALL BE TO THE SATISFACTION OF THE OWNER(S) OF LOT 1. "LS#19631" - i PORTAGE S �q - DOWN 0.65' I`� - '' 'f'' ' '-. _ ''' �O�COUNTY PARK MEADOWSVER (02-04-05) W Imo"'-10' UTILITY EASMENT - - lip N'LY BOUNDARY r `t `f ESTABLISHED BY EAGLE CREEK PLACE �`'- Iri BLA AFN 200505205004 SNOHOMISH COUNTY ' AFN 200210315004 ` I o o `z N17.1s'14"w SHORT PLAT SP;�545( 12--77Y o N Z 7.84 AFN 73C? 17093 ' •,. Z ''� VICINITY MAP 9 I�_N05'32'16"E ' ' '' ' N88'07'52"E c' -j 11.52' LOT 1 `° '~' ' 1"=2000' '� I 2.91' (2.02' BLA) 1 N84'27'44"W 13,878 SQ FT 2.5' X 2.5' STONE - DECORATIVE ENTRY . r W COLUMN 8' HIGH Z 4' DIA. FOUNTAIN ... m LOT 4 ` W .- EXST. EDGE Q � N I PAVING DETAIL "A" SCALE: 1" = 30' `_ 'a82'43' jj 00"E 114.02' 31.59' r. I I W M a • TPOB CONVEYANCE 0 15' 30' 60' I V_ � 'i'' SHA ASE ENTESS '' "�� ��' '' '' " "' AFN AL DESCRIPTION WEST 200207230764 LOT 7 LINE (KAT) ..E '�. �% rGo N7 I i' '',. ' FOUND 1 1/2" BRASS LO I N88'd8'13"E 72.46 .... BLA) ti r � I� DISC IN CONC O _ N BLA LEGEND " z N 1• •� _ o 1.94' 1.83' LS#19631 LOT 2''• ' ' ti ® FOUND MON. IN CASE AS NOTED DOWN 0.75' � I ""• I N89.37'39"W SET 1/2" X 24" REBAR/CAP LS #21467 r 6,841•:SQ FT (02-04-05) � L07 3 � ' ' I •.1 � 3.77 (KAT) KUNTZE ACREAGE TRACTS VOL. 9, PGE. 43 LOTS 4 1 1• w SNOHOMISH COUNTY ' ' tO SHORT PLAT SP-545( 12-77) N (BLA) BLA PER AFN 200207230764 - ROS AFN '''•ti I '' g0'00'00"E 114.02' 9011075003 I _ AFN 7803170293 N N I r• LO GENERAL NOTES --p '' .. r� o o I Z SCALE: 1"= 5' 1. INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE "ti z c�i '.1 AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS FOUND 1 1/'Z" BRASS SURVEY WERE FIELD TRAVERSE EXCEEDING STANDARDS SET BY WAC DISC IN CONC 332-130-090. "LS#19631" , , I. 10' UTLITY EASMENT Co DOWN 0.65' ' ' o 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS (02-04-05) 'r'' ' 'j w�• ,� ' LOT 3 `0 OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED I'• I 6,688 SQ FT AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. '' ''ti o 3. LEGAL DESCRIPTIONS AND EASEMENTS BASED ON CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE NO. 5610068, .I a' I 105.88' DATED DECEMBER 27, 2006 AT 8:30 A.M. , _ _ �• ,:' Q Z N90'00 00"E • . 4. FOR FURTHER BOUNDARY TIE INFORMATION SEE RECORD OF SLZRVE`f- LOT: 1 ' '. N'0 �I 0 \ RECORDED UNDER AFN 200505205004, RECORDS OF SNOHOMISH C6U0TY,6 � O � o WASHINGTON . '' " I J '• ., - '� °J LiI tors 5. THIS SHORT PLAT IS SUBJECT TO DISCLOSURE'STATEMENT RECORDED , ' 'I ' 'Ell Z I UNDER AFN 200804010087. _j ? LOT 4'• �`' I - ' '' ''' cZi N I 6,481 SQ FT 6. THIS SHORT PLAT IS SUBJECT TO AN AGREEMENT-•f?EQO3DED UNDER '. �L ''' •••• I°' ' 6''23" AFN ____--__---- ----•• I �83'0 � R=25. 0' 1,415 SQ FT • TO CITY OF ARLINGTON I iCD \BY DEED L=36.26' HEREBY DEDICATED TO • AFN 200210170132 THE CITY OF ARLINGTON • •- ` _ _ __ __ __ _ _ ' - • • - - I 20.96' N89'54'18"W 69.30' 0 15' TO SNOHOMISH COUNTY FOUND 1 1/2" BRASS /h 15' DISC IN CONC I /^��' Sri PER QUIT CLAIM DEED ul "LS#19631" DOWN 1.05' 32.63' _ — _^ AFN 7802020236 •• (02-04-05) i N89'54'18"W 81.37' ''• , , - ACCEPTED AS SOUTHWEST A--43'14'57" 30' DEDICATION • - CORNER OF LOT 7, KUNZE ' ACREAGE TRACTS R=25.00 O PER PLAT OF 215TH PL NE KUNZE ACREAGE TRACTS SHORT PLAT FILE N0. PLN 20080030 L=18.87' VOL. 9, PG. 43 . -', •-, N CITY OF ARLINGTON, WASHINGTON • Z AUDITOR'S FILE NO. �aD�� �S a ____ • , , ' W QUARTER CORNER SEC 12 TWP 31 N. RGE 5E., W.M. ' -,$• FOUND INVERTED NAIL IN WASHER POR. NE 1/4, NW 1/4, & SE 1/4, NW 1/4 IN CONC MON SEC. 12, TWP. 31 N., RGE. 5 E., W. M. AT INTERSECTION OF 212TH AVE. NE AND S. STILLAGUAMISH AVE. N. SNOHOMISH COUNTY, WASHINGTON 11 (02-04-05) FOUND PUNCH IN 1 1/2" BRASS DISC IN CONC Date 4 8 08 12 N8955'10"W 1303.25' DOWN 0.3' IN CASE SHORT PLAT Tel (425) 821-8448 Drawn RVJ 21 87 "LS#12716" s (02-04-05) FOR T 12112-115th Avenue NE Fax (425) 821-3481 Checked RVJ ACCEPTED AS SW CORNER (KAT) ASSOCIATES Kirkland, WA 98034-6929 Toll Free (800) 488-0756 Job No. 04-308 EXPIRESQ �p GEORGE NEWMAN _•� WWW.TRIADASSOCIATES.NET Sheet 2 OF 2