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Permit File BLD-2019-0579 1911 Orchard Place (3)
'' �7 City of Anacortes � � 904 6th Street Invoice/Permit#: BLD-2019-0579 , ,� . Applied date: 08/30/2019 P.O.Box 547 Issue date: 12/02/2019 ' 0:: Anacortes, WA 98221-0547 '' 41 = ec r (360) 293-1901 Expire date: 05/30/2021 Job Address: 1911 ORCHARD PL Permit Type: Single Family Residence Permit ANACORTES WA 98221-4426 Project: APN: P124000 Remarks: New SFR Owner: LG ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License#: General Information: Fees: Occupancy Group it-1 Plan Application Fee 200.00 Building Valuation 300000 Building Permit Fee 2,113.75 #of Bedrooms 4 Plan Review Fee 1,373.94 Lot Area 12180 Mechanical Permit Fees 137.70 1st Floor Square Footage 1311 Plumbing Permit Fee 174.00 2nd Floor Square Footage 1804 State Building Code Fee Resi 6.50 Garage Square Footage 718 Sewer Inspection Fee 50.00 Deck Square Footage 364 Storm Drain GFC-Residential 1,646.69 Stove,Appliance 1 Sewer GFC-Residential 9,774.75 # Forced Air Furnace<=100k 1 Park Impact Fee 615.00 #of Backflow Devices 1 Traffic Impact Fee 2,730.77 #of Bathtubs 3 Non Sprinklered SFR Fire Fee 447.11 #of Clothes Dryers 1 Total Calculated: 19,270.21 #of Clothes Washers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #_of Gas Outlets 5 Total Due: 19,070.21 #of Gas Fireplace 1 #of Gas Water Heaters<= 100k 1 #of Water Piping 2 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 5 #of Other Mechanical Units 1 #of Range Hoods 1 #ofrSt owwrbisp•..- BLD-2019-0579-2019 1 16 4 yOS i srla Br... 12/09/2019 10:07AM 1 #i pfintiktiQ9LFa1JTRY DEVELOPMENT INC 5 *66YYR4[d gt;§yle Family Residence Permit 3 Payment Amount: 19,070.21 Transaction Amount: 19,070.21 CHECK:036070 2)(--- S�Y Q City of Anacortes Invoice/Permit#: BLD-2019-0579 904 6th Street `"""■■"�"�! +' P.O.Box 547 Applied date: 08/30/2019 �"; WA 98221-0547 Issue date: 12/02/2019 j.. Anacortes, Expire date: 05/30/2021 (360) 293-1901 C WEL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HE IN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF AN THER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. /I SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU D BY V� �T U Cityof Anacortes 011 EI] Wi f 5 F Illi ice/Permit#: BLD-2019-0579 904 6th Street AUGter.. 2 Applied date: 08/30/2019 P.O.Box 547 �;1 U 3 0 019 Issue date: _ Anacortes, WA 98221-0547 ' 1, (360) 293-1901 1r' i A\9AAC 0711-7mom Expire date: 02/25/2021 Job Address: 1911 ORCHARD PL Permit Type: Single Family Residence Permit ANACORTES WA 98221-4426 Project: APN: P124000 Remarks: New SFR Owner: LG ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License#: General Information: Fees: Building Valuation 300000 Plan Application Fee 200.00 Building Permit Fee 2,113.75 Plan Review Fee 1,373.94 State Building Code Fee Resi 6.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,646.69 Sewer GFC-Residential 9,774.75 Park Impact Fee 615.00 Traffic Impact Fee 2,730.77 Non Sprinklered SFR Fire Fee 447.11 Total Calculated: 18,958.51 Deposits/Receipts: 0.00 Total Due: 18,958.51 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY Permits and Insp... - BLD-2019-0579 - 2019 019348-0001 Carla Br... 08/30/2019 09:54AM 11586 - LANDED GENTRY DEVELOPMENT INC BLD-2019-0579 Single Family Residence Permit Payment Amount: 200.00 Transaction Amount: 200.00 CHECK: 035652 0 L., p — 2, o )9 — 05-761 ffTh %tuft " `fa PLANNING, COMMUNITY, &ECONOMIC DEVELOPME►T DEPARTMENT !��: tes TIAL BUILDING PERMIT APP . . (• , . g I_ - Main Address:P.O. Box 547,Anacortes, WA L'.221 L -- 'W " AfialliMillO e Location: 904 6111 Street,Anacortes WA 9&21� 3 0 2019 ""'• •" hone: (360)293-1901, Fax: (360)293-19 8 1 ,x 'ITV OF \ n r`'0 T ES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: l`f t( ®mac FLU s_: —cam - Subdivision/Lot#: 'Project Valuation: $ I L01- °-V 1 e C c O !- .ram, 17vl0 3 6C G 6) APPLICANT: Phone: F • t.Acl, cep aE-14 m-i .DaVaf.1 Ml. II NC- - •at I Address(Street,City,State,Zip): E-Mail Address: 504-e.FAvg“A'Jei4AQRSsoguIlcirprt110A g8233 PROPERTY OWNER: Phone: Fax: LC Athtswgte4 t Lt c- _CE < ozl Address(Street,City,State,Zip): E-Mail Address: 504 G. Csl r@ri AvZ..060 Jcfrort,wA 9 8'L CONTACT PERSON: Phone: I Fax: .12,e.1+4 cc -1 •pi t Address(Street,City,State,Zip): E-Mail Address: 5c14- ,.r .AceLAi-icj ecp1 i kvA ct&3t 1dtckrGfc+ndedC)irtt'y.cow\ LENDING AGENCY: Phone: Fax: P I.J . _ Address(Street,City,State,Zip): E-Mail Address: LW( Fit\l etA tes.Da.,r-i- 432440 1,WA ei82:3 CONTRACTOR:* - Phone: Fax: uoly get -vgLe 74-cc1411 WC. ?Xc(2-1 -qc .t Address(Street,City,State,Zip): E-Mail Address: t 4 1X441 l •l l 2- *All Contractors&Subcontractors must have a valid City of Anacortes Professional License#: Exp.Date: business license prior to doing work in the City. Contact the City's ����*'Lv4 2~rJ 2 1 - Finance Department at(360)299-1968. Business License#: Exp.Date: PROPOSED WORK: UC T o[J CtL N(,t 14 r'.etC- .(C (2 (___. -1-4.k (Ti 1 FAT C7-l` '7+ OTC 1,r`-Al2) -, PROPOSED NEW SQUARE FOOTAGE: Basement SQ': j• Finished Basement: 0 Unfinished Basement 0 / 1'Floor SQ': t �j I < V / Garage/Carport SQ': 11 Q� f 2nd Floor SQ': 1 — '✓ Deck/Covered Porch/Patio SQ': .c,„, (---r -. C� Fire Sprinkler: Yes 0 No 0 Lot Area SQ': j2t 1 r— I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: % \ Et 14 B Ct:2-A Owner ❑ Agent Lq.(specify): Signature: ( V Jy c_ Date: 7,(c — (fl Page 1 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT f1rYO .� RESIDENTIAL BUILDING PERMIT CHECKLIST li7_ c Mailing Address:P.O. Box 547, Anacortes, WA 98221 NIgw' Office Location: 904 6th Street,Anacortes WA 98821 Phone: (360)293-1901, Fax: (360) 293-1938 Plans shall be of sufficient clarity to indicate the location,nature,and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordi,: . PERMIT TYPE:. i * Z. c A Crq �.. :a w .� n: SUBMITTAL REQUIREMENTS: . o' fa, � E. et:,. a The number indicates'the number o 1 : cm ° ''' ►' R n. ar4 w (1: copies for submittal(if applicable);; d ,.✓ Residential Building Permit Application 0. 1 1 1 1 (04, / Site Plan(Drawn to Scale& Surveyed— 0 2 0 2 2 lit�// if applicable) •/ Building Plans (Drawn to Scale) 2 ) 2 2 2 2 (L 1 Reduced Site Plan(11"X 17") 2 2 0 1 1 /PO .✓ Reduced Floor Plan(11"X 17") 01122 2 2 1 f,l'0 ► Structural Calculations (if applicable) i 2 2 2 2 �� Energy Code Compliance(shown on �/ plans) 1 ��� ✓ Drainage Plan/Small Parcel Stormwater (0 2 2 4 t J Plan Landscape Plan 41) 2 A tese 2 Grading Plan/Cut/Fill 2 2 `! ,( 6 2 Critical Areas Report(if applicable) 1 1 1 Geotechnical Report(if applicable) 1 1 1 i Plan Review Deposit(due upon0 co submittal) A NO, 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#; Furnace: Gas#: I Elec#: Other#: 1 Gas Water Heater: #: t Location(s): ( V Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: Laundry#: Other: 5 Range Hood: #: 1 Location(s): Vt't—CJ- I e Fireplace: Gas#: [ Elec#: Other:#: Location(s): Li. \!t t4 9 I ✓, Clothes Dryer:/Duct: Gas#: ( Elec#: Other:#: Location(s): LA)Lc72,`-( ( Vj Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s): l -a4a is.1 I J Range Hood: Location(s): L4_,1'T G(-(er`I Gas Outlet(s): #: S Location(s):Ll'CC-l4ErJ� l-lV NIc., �C1e4C,��, pt�p M t , Other: #: Location(s): TOTAL L, PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: / Fixture Type(new and relocated): Total#: Water Closet(Toilet): ' V Refrigerator water supply(for water/ice dispenser): I Kitchen Sink: ( °// Pressure Reduction Valve/Pressure Regulator: I .di Utility Sink: ( L/ Water Service Line: 1 ,f Tub: //Water Piping: Hand Sink: 5 JI Clothes Washer: I -„, i Shower: I ✓ ,Electric Water Heater: Tank-less? Yes 0 No 0 Dishwasher: I ;.Backflow Prevention Device: , (`` Hose Bib: £/ TOTAL OUTLETS: I f TOTAL OUTLETS: Page 2 of 3 ot�T o� Anacortes Planning & Community Development Dept. Permit Center '4�ooa�" P.O.Box 547, Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 2012 Washington State Energy Code Simple Worksheet This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code. After completing this form, please add all relevant information to your construction plans. PART1 Whole-House Ventilation: Select one of the following methods. yjA. Fresh air will be circulated by the central forced air furnace.The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air a total of 8 hours daily. B. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen, living room and other habitable rooms along with a whole-house exhaust fan. The exhaust fan, which usually does double duty as a laundry or bathroom fan, and must be controlled by a timer set to operate according to the fan sizes and time schedules below. The table below assumes a residence of 3000 square feet or less. Continuous operation 12 hours per day 1 bedroom 45 cfm 90 cfm 2-3 bedrooms 60 cfm 120 cfm 4-5 bedrooms 75 cfm 150 cfm C. A heat-recovery ventilation system with minimum CFM flow rates as shown in option B. PART Z Insulation and Windows: framing Glazing % U-factor Ceiling Vaulted Walls Floor ,a 2x6 construction* unlimited 0.30 R-49** R-38 R-21 R-30 R-10 ** R-38 insulation may be used with advanced framing, meaning that elevated trusses or rafters must be used so that the full R-38 insulation will extend to the outside of the top plate of the wall. PART 3 Air Leakage: The building envelope must limit air leakage rate to not exceed 5 air changes per hour (ACH). A blower door test will be required. Calculate your maximum allowed rate by using the following: [Building volume (cubic ft.)X 5 (ACH)]/60 minutes= maximum cfm rate during blower door test [2 's 15° ?7) cu. ft. X 5)/60]= 2-all 1,4 maximum cfm rate during blower door test ENERGY CODE CHECKLIST Section R402.4.1.2 of the Energy Code requires that the building envelope be tested(normally referred to as a "blower door test")to determine that air leakage is within acceptable levels. A leakage of.00030 SLA measured at 50 pascals is considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing. Section R403.2.2 requires leakage testing of the mechanical ducts to insure that the ducts are sealed. Testing may occur at rough-in or post-construction. Testing must comply with standard WS U RS-33. Section R404.1 requires that 75%of all luminaires (lights and lamps) be high efficiency. Section R403.1 requires that a certificate be posted within three feet of the electrical panel,completed by the builder or design professional, and include the following information. R-values for ceiling, walls, floors, foundation, U-factors for windows, the type and efficiency of heating/cooling equipment, duct leakage rates from the duct testing, and the air leakage rates from the blower door testing. Other Energy Code items to check or be aware of include the following. 6 mil black polyethylene covers the crawlspace area. Water lines in unheated areas are insulated. \/ Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan, if required,with a sone rating of 1.5 or less is installed,with timer or dehumidistat. Exterior doors are weather stripped. Baffles to maintain vent openings in attic are properly installed. ,// Insulation is installed behind partitions and in corners; fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. J Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. Fresh air system is installed, connected to the cold air return within four feet of the air handling unit. J Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. 1 Showers and lavatories have 3 gpm flow limiters. SIGNATURE: 60.4_, • For more information contact: City of Anacortes Building Department PO Box 547,904 6th Street•Anacortes,WA 98221 360-293-1901 Cricchio, Kevin From: Cricchio, Kevin Sent: Friday, September 6, 2019 2:50 PM To: Jack Reinstra Cc: Frisinger, Rob Subject: 1911 Orchard Place Building Permit Application, BLD-2019-0579 9-6-19 RE: 1911 Orchard Place Building Permit Application, BLD-2019-0579 Jack, We recently received a building permit application to construct a residence at 1911 Orchard Place. I have completed my review on behalf of the Planning Dept.The following revisions are needed: 1. Please show average original grade on the elevations and how you are complying with the 35' maximum height in the R1 Zone. 2. With the adoption of Ordinance#3040 on August 5, 2019, a much more detailed landscape plan is required that includes those items listed in AMC 19.65.040(C). Additionally, on the landscape plan please show one tree per 1,000 SCZ' of lot area. 3. A 25 foot setback is now required for garages as measured from the front property line per AMC Table 19.42.020. Please revise the plans accordingly and resubmit 2 large plans & 2 reduced at 11" X 17". Thank you. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6fh Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 Oicles, Dave From: Oicles, Dave Sent: Thursday, October 31, 2019 3:47 PM To: 'Jack Reinstra' Cc: Frisinger, Rob; Cricchio, Kevin Subject: 1911 Orchard PI BLD-2019-0579 Hello Jack, I was just going through your permit application for above address and noticed we are still needing a few items before issuing the permit. Kevin Cricchio emailed you a list of 3 items. Do you have a timeline for getting these in? Everything else has been approved and ready to go. The items on Kevin's list are: 1. Show average original grade on the elevations and how you are complying with the 35' maximum height in the R1 zone. 2. Need a more detailed landscape plan, along with 1 tree per 1000sf of lot area. 3. 25' minimum setback for garage from front property line. 4. Revise plans accordingly and resubmit corrected pages (1 large plan and 2 reduced at 11" x 17"). Thank you, Dave Dicles Permit Services Coordinator Planning, Community, & Economic Development City of Anacortes 360-293-1901 1 Oicles, Dave From: Jack Reinstra <jackr@landedgentry.com> Sent: Thursday, October 31, 2019 4:15 PM To: Oicles, Dave Subject: RE: 1911 Orchard PI BLD-2019-0579 Dave, We are actually working on those revisions now, so it shouldn't be much longer before we have a response to you. Thanks! Jack From:Oicles, Dave [mailto:daveo@cityofanacortes.org] Sent:Thursday, October 31, 2019 3:47 PM To:Jack Reinstra <jackr@landedgentry.com> Cc: Frisinger, Rob<robf@cityofanacortes.org>; Cricchio, Kevin<kevinc@cityofanacortes.org> Subject: 1911 Orchard PI BLD-2019-0579 Hello Jack, I was just going through your permit application for above address and noticed we are still needing a few items before issuing the permit. Kevin Cricchio emailed you a list of 3 items. Do you have a timeline for getting these in? Everything else has been approved and ready to go. The items on Kevin's list are: 1. Show average original grade on the elevations and how you are complying with the 35' maximum height in the R1 zone. 2. Need a more detailed landscape plan, along with 1 tree per 1000sf of lot area. 3. 25' minimum setback for garage from front property line. 4. Revise plans accordingly and resubmit corrected pages (1 large plan and 2 reduced at 11" x 17"). Thank you, Dave Oicles Permit Services Coordinator Planning, Community, & Economic Development City of Anacortes 360-293-1901 1 �/ • 2316 Antone Way 0 Al K. Garrison, P.E. Anacortes,WA 98221 Consulting Engineer Phone:(360)708-1865 g TimG@TimKGarrison.com Sttrueturali Lateral AnaZy 1S: New Home at L9111 Orchard Place (Lot 17), Anacortes9 WA Client: Landed Gentry Homes and Communities Job Number: T19075 Building Design:Jack Reinstra Date: July 30, 2019 GAR 4!' 4. t 4 dPIAL - 0109 1 � 1 ` INDEX: Design Drawings, Callouts and Specifications. S1 (24"x36") • Calculations. Cl —C6 Total No. of pages excluding cover sheet: 1,24x36+6, 8.5x11 Notes,Disclaimers: ConstructionCalc,Inc. (CCI)takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein.Further,this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally . bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized,stamped addendums). • -" pU(; 302019 FILE COPY (,r 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Phone: (360)708-1865 Consulting Engineer TimG@TimKGarrison.com �� �. Zol Structural Strategy ?_fc - ' Lateral: Porch roofs, use diaphragms to horizontal cantilever lateral loads back to building.Posts may • be pin-pin-okay. ... Type 1PW shear walls have low unit shear force 1L thus no holdowns required b inspection.q y p __ 14EIII 5:1 use shear transfer around opening(STAG)and e height of opening for aspect ratio calc. Use continuous king studs at sides of opening or II . continous header to end of wall,and no joints in II sheathing within 2'of opening corners to achieve1 STAG. II t—1 --L . 1 -1,e, , , .._ `._ .- ... .. i _. ill j J� _ a , 1 ' I I 1 1 iC 7 45 -- -------,4 i-,— _ " 0 1 C 'Il'I lo) ]T 7-1 y] [ • UT I - 11111,1 0ELL 4.g gs .ter \\CN,10 D4 • Structural Design Loads - IBC 2015 & ASCE 7-10 Seismic Calculations - Per ASCE 7-10 Project Orchards Lot 17 Job No t19075 Date 7/30/19 • Location 1911 Orchard Place, Anacortes, WA • USGS 0.2 Second Response SS = 1 .113 % of gravity USGS 1.0 Second Response Si = 0.440 % of gravity • No. of stories above ground lev. • Two Stories V • Site Class Stiff Soil Profile,D(Typ.) r Risk Factor Comm%Industrial,Residential -Med Hazard,II 'r Equiv Lateral Force Method Seis importance, IE = 1.00 • Structural System Bearing wall-wood or light steel shear wall IF .2 sec response, Ss = 1.113 Ss use for Cs = 1.113 Is structure regular and 5 stories or less? Yes NY Use Ss=1.5 max for Cs calc 1 sec response, Si = 0.440 Site coef, Fa =. 1 .055 Redundancy factor, p= 1 Site coef, F„ = 1.560 Period, long-period (Map, ASCE7-10, p. 224, fig 22-12), TL = 16 Response mod coef, R = 6.50 Height of top of building, hn = 27 ft 0 - Str factor, Q0= 3.00 Defl Amplf, Cd= 4.00 EQUIVALENT FORCE METHOD, ASCE7-10, 12.8 Ht Limit 65.0 ft Required Seismic Design Category D Spectral accel parameter, SMS = 1.174 Height Limit (feet) 65 Spectral accel parameter, SM1 = 0.686 Max. Allowable Story Drift 0.015 hsx or L / 67 Design spectral parameter, SpS = 0.783 O.- Str factor, f20 3.00 Design spectral parameter, SD1 = 0.458 Seismic Base Shear, V• 0.120 * W I Building period coef, CTS = 0.020 Horizontal Seismic Load Effect, Eh 0.120 * W Approx fundamental period, Ta = 0.237 Vertical Seismic Load Effect, Ev 0.157 * W Upper limit period coef, Cu =. 1.400 Seismic Load Effect E = Eh + - Ev 0.277D & -0.037D Building period, use, T = 0.332 LRFD Comb 5 1.357D + Eh + .5L + .2S Csmax = 0.297 LRFD Comb 7 0.743D + Eh Csmin = 0.010 ASD Comb 5 1.11 D + .7Eh Seis response coef, Cs = 0.120 ASD Comb 6b . 1.078D + .525Eh + .75L + .75S •.Min diaphragm force, Fpx min = 0.157D ASD Comb 8 0.49D + .7Eh Max diaphragm force, Fpx max = 0.313D Wind Loads Per ASCE 7-10 - Analytical Procedure Wind Loads On Buildings - MWFRS, Directional Procedure - All Heights ASCE7-10, Chapter 27 Project Orchards Lot 17 Job No t19075 Date 7/30/19 Building Wind Exposure ExpC-Where exp.B and b don't apply, Enclosure Classification Enclosed Building(Typical) 'M' • 3-Sec Gust, Basic • ! no mph " ASCE7-10 maps, Fig 26.5, p247 ASD,Basic Combos.Stress increases allowed for wood only. Method Load Comb Factor 0.6 Roof Pitch 1 , max. 4.00 /12 Slope 1 0 = 18.4 deg Roof Pitch 2, max. 4.00 , /12 Slope 2 0 = 18.4 deg A Mstr - 2012 IBC Loads Calcr 6-6-17 7/30/19 63 Hill Shape Topographic Factor Not Applicable IF L/B 0.94 Building Width Perp. To Ridge B = 50 ft • h/L 0.49 Building Length Parallel To Ridge L = 47 ft Gust Effect Factor G = 0.85 • Mean Height Of Roof (ft). hin = 23.0 ft 3-Second Gust Power Law Exponent a, = 9.5 Eave Height (ft) heave = 20.0 ft Normal Ht. Of Atmosp. Bndry Layer zg = 900 ft Directionality Constant Kd = 0.85 Velocity Press. Exposure Coefficient Kh = 0.929 26.8 ASCE 7 Height of Hill or Escarpment (ft) H = IBC Load Factor for ASD Wind - 1605..3.2 w = 0.60 • Narrowest Half-Width of Hill at Half-Height (ft) Lh = Topographic Factor Kzt = 1.000 Horiz. Distance From Crest To Bldg. Site (ft) x = Velocity Pressure @ mean roof ht. qh = 24.46 psf - • • Windward Wall Pressures Internal Pressure • Intermed. Windward Internal Pressure Elev Lc q, Wall 0-15 feet 0.849 13.41 psf 9.12 psf . +/- 4.40 psf 15-20 feet 0.902 14.25 psf 9.69 psf 20-25 feet 0.945 14.93 psf 10.15 psf Longitudinal (Parallel To Ridge) 25-30 feet 0.982 15.52 psf 10.55 psf . 30-40 feet 1 .044 16.49 psf 11.21 psf Leeward Wall Side Walls 40-50 feet 1.094 17.28 psf 11.75 psf -6.24 psf -8.73 psf 50-60 feet 1.137 17.96 psf 12.21 psf (Outward) (Outward) 60-70 feet 1.174. 18.55 psf 12.61 psf • Roof Pressures - • 70-80 feet 1.208 19.08 psf 12.97 psf Based On Posn. Pressure Down Ridge 0 to h/2 -11.23 psf Transverse (Perp. To Ridge) h/2 to h -11.23 psf h to 2h 11.23 psf Leeward Wall Side Walls > 2h -11 .23 psf • -6.08 psf -8.73 psf • (Outward) (Outward) Horiz pro! 11.21 psf Slope 1 - 17.3 psf 4.00 / 12 ,C4` -5.90 psf -7.09 psf • -0.32 psf 10.55 psf 16.6 psf • 10.15 plf +/- 4.40 psf 16.2 psf ID +/- 4.40 psf . 9.69 plsf .'"""4" I +/- 4.40 psf -6.08 psf 15.8 psf i •--�� J 4.40 psf 9.12 psf 0.-4,6 4 15.2 psf of . //i.V/,/// //, - ////,W/./// /ram- t 50.00 ft . • .; - -el • , • Roof 1 slope: . 4:12 0.32 rads 18.43 deg Roof 2 slope: 4:12 0.32 rads 18.43 deg Press, slope 1, roof, horiz proj: 4.1 psf Press, slope 2, roof, horiz prof: 4.1 psf A Mstr - 2012 IBC Loads Calcr 6-6-17 7/30/19 ConstructionCalc, Inc of, Lateral Load Calculator Job No.: t19075 Job Name: Orchards Lot 17 By: tkg Architect/Designer: Reinstra Date: 7/30/2019 Building: House+gar R basic 6.5 rho basic 1.0 SEISMIC LOAD CALCULATOR • Seismic Factor: 0.120 (Basic.Ma Roof Snow 25 psf Fir Storage LL Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: up n-s up e-w dn n-s do e-w Dim 1 . 43.00 650.00 _ Dim 2 46.00 1.00 Mul factor 1.05 1.05 . 1.05 1.05 1.05 1.05 1.05 1.05 Trib Area 2085.0 0.0 685.2 0.0 0.0 0.0 0.0 • 0.0 O Dead weight,psf.j 15.0 ' 15.0 , 15.0 j 15.0 1 15.0 ' 15.0 1 15.0 1 15.0 1 Seismic factor.! 0.120 i 0.120 I 0.120 I 0.120 I 0.120 I 0.120 I 0.120 I 0.120 Calc'd seis load 3753.0 0.0 1233.3 0.0 0.0 0.0 0.0 0.0 Dim 1 176.00 1773.00 Dim 2 4.00 1.00 T Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Trib Area 704.0 0.0 1773.0 0.0 0.0 0.0 0.0 0.0 w Dead weight,psf.; 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Seismic factor.; 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , 0.120 Calc'd seis load 844.8 0.0 2127.6 0.0 0.0 0.0 0.0 0.0 Dim 1 40.00 Dim.2 44.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o Trib Area 0.0 0.0 1760.0 0.0 0.0 0.0 0.0 0.0 • Dead weight,psf.; 15.0 I 15.0 I 15.0 I 15.0 I 15.0 I 15.0 I 15.0 1 15.0 Seismic factor.; 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , 0.120 , Calc'd seis load 0.0 0.0 3168.0 0.0 0.0 0.0 0.0 0.0 Other GLs 4597.8 4597.8 11126.7 Seismic Applied V 4597.8 4597.8 11126.7 11126.7 0.0 0.0 0.0 0.0 • WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: up n-s up e-w dn n-s dn e-w 0 0 0 0 Dim 1 47.00 12.00 N Dim 2 7.00 4.00 ✓ Mul factor 1.00 1.00 0.50 1.00 1.00 _ 1.00 1.00 1.00 o Trib Area 0.0 329.0 24.0 0.0 0.0 0.0 0.0 0.0 c Wind psf load! 8.0 1 8.0 1 8.0 1 8.0 1 8.0 1 8.0 1 8.0 1 8.0 Calc'd wind load 0.0 2632.0 192.0 0.0 0.0 0.0 0.0 0.0 Dim 1 300.00 47.00 40.00 r0 Dim 2 1.00 4.00 4.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 X Trib Area 300.0 188.0 160.0 0.0 0.0 0.0 0.0 0.0 w Wind psf load` 16.2 1 16.2 1 16.2 1 16.2 1 16.2 j 16.2 y 16.2 1 16.2 Calc'd wind load 4860.0 3045.6 2592.0 0.0 0.0 0.0 0.0 0.0 Dim 1 50.00 47.00 r.n Dim 2 4.50 9.00 • v Mul factor 1.00 1.00 1.00 . 1.00 1.00 1.00 1.00 1.00 . • X Trib Area 0.0 0.0 225.0 423.0 0.0 0.0 0.0 0.0 w Wind psf load! 16.0 1 16.0 1 16.0 1 16.0 j 16.0 1 16.0 1 16.0 1 16.0 Calc'd wind load 0.0 0.0 3600.0 6768.0 0.0 0.0 0.0 0.0 Other GLs 4860.0 5677.6 Wind Applied V 4860.0 5677.6 11244.0 12445.6 0.0 0.0 0.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: , up n-s up e-w dn n-s dn e-w 0 0 0 0 Controlling V 4,860 lb 5,678 lb 11,244 lb 12,446 lb 0 lb 0 lb 0 lb 0 lb Controlling Force.Type wind wind wind wind - - - - ConstructionCalc Inc • Description: up n-s Distribution of Lateral Loads Seismic Adjustments per Grid Total V, unfactored 4-;850 Building: House+gar R adjust Grid Rho adj Grid Wind or Seis control? (w or e) \%wwind • Total V, factored 2,916 lb Adjst'd multiplier - - Grids 21 23 Percentage V 50% 50% 0% Leftover V/ grid 1,458 lb 1,458 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 2,916 lb Sum check OK • Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 5.5 If 13.2 If 13.5 If 32.2 If 45 plf 1 PW 17.7 If 21.7 If • 39.4 If 37 plf 1 PW • Description: up e-w Seismic Adjustments per Grid Total V, unfactored 5,678 lb R adjust Grid Rho adj Grid Wind or Seis control? (w or e) wind . Total V, factored 3,407 lb Adjst'd multiplier - • - Grids 2a 2b Percentage V 50% 50% 0% Leftover V/ grid 1,703 lb 1,703 lb 0 lb 0 lb 0 lb • 0 lb 0 lb 0 lb 0 lb 3,407 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 PnI 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 4.0 If 9.8 If 9.5 If 4.0 If 27.3 If 62 plf 1 PW 2.5 If 4.3 If 2.8 If 2.0 If 2.5 If 2.3 If 16.4 If 104 plf 1 PW Description:. dn n-s Seismic Adjustments per Grid Total V, unfactored 11,244 lb R adjust Grid Rho adj Grid Wind or Seis control? (w or e) wind Total V, factored 6,746 lb • Adjst'd multiplier - - Grids 1, 2 3, 4 Percentage V 50% • 50% • _ 0% Leftover V/ grid 3,373 lb 3,373 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 6,746 lb Sum check OK Min. Grid Pnl 1 Pnl 2 PnI 3 Pnl 4 Pnl 5 PnI 6 PnI 7 PnI 8 Pnl 9 Pnl 10 Sum Eh PW use . 15.5 If 4.0 If 17.0 If 36.5 If 92 plf 1 PW 33.8 If 4.5 If 38.3 If 88 plf 1 PW Description: dn e-w Seismic Adjustments per Grid Total V, unfactored 124.46 lb R adjust Grid Rho adj Grid Wind or Seis control? (w or e) wind Total V, factored 7,467 lb Adjst'd multiplier - - Grids a b, c Percentage V 50% 50% 0% Leftover V/grid 3,734 lb 3,734 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 7,467 lb .Sum check OK Min. .Grid Pnl 1 Pnl 2 Pnl 3 PnI 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh: PW use 3.0 If 4.5 If 7.0 If 5.8 If 3.0 If 23.3 If 160 plf 1 PW 2.5 If 2.5 If 4.8 If 3.2 If 10.0 If 23.0 If 162 plf 1 PW G6 ConstructionCalc, Inc Uplift Calculator Panel l.D. c c i r 7 Unit lateral load,factored, Eh, plf '180 plf 162 UpliftRange Panel horiz. length, ft. 2.5 ft 3.2 ft Panel ht. (mom-arm), ft. 7.0 ft 8.0 ft Add'I uplift from upper story, Lt. end, lb Add'I uplift from upper story, Rt. end, lb Dead point load at Lt. end, lbs. 1,000 lb 870 lb Dead point load at Rt. end, lbs. 2,800 lb 1,000 lb No. AB's to help keep Lt. end down 2.0 ea. 2.0 ea. No. AB's to help keep Rt. end down 1.0 ea. 2.0 ea. Dead weight UDL, plf 350 plf 290 plf Uplift Lt. end, ASD comb 7, 8 -603 lb -504 lb #DIV/0! #DIV/0! #DIV/0! #DIV/0! Uplift Rt. end, ASD, comb 7, 8 -1,183 lb -582 lb #DIV/0! #DIV/0! #DIV/0! #DIV/0! Aspect Ratio Calc'r- 2015 NDS ARRange • Panel ID c Unit lateral load,factored, plf 162 plf Wind or Seis? "w"or"s" w Window or door height, "h", ft 7.0 ft Narrowest pier width, "b", ft 2.5 ft AR, Shear Tr. Around Opening 2.80 OSB & Ply shear walls Blkg Reqd Gyp shear walls Not Allowec Aspect Ratio Factor, WSP 90% - Adjusted lat'I load, OSB & Ply 180 plf - Adjusted lat'l load, use 180 plf PW lat'I lookup'row 2 - -- -- Min PW, adjusted, use 2PW ‘rfYO C' Ilk St(1, v. i um Requirements #1 to #5 i - ENGINEERING DEPARTMENT 904 6 Street Anacortes,WA 98221 l'\74,111112WD 0 ! www.anacorteswa.gov N'* °r.. ,i\ 7 AkA,JOKIES FILE COPY Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: * 'I P TS• L ctts> s err 1TZ?N1., -Srir+t$VI-SueM% SctLS Ig .4 FaAsALP TS•1 t)c - oc-.its Pi ft-- Gc,.,tV vcac.r 4--1. Project Address: 1911 Orchard Place Submittal Date: S/3o/1/ Parcel Number: P124000 Revision Number: — Permit Number:_BLD-2019- 05"79 Acceptance Date (COA): rR.I(o•j i Reviewer: STbJa.,1...44 4C0C, FRONT OF REPORT AC AS Ch.Ho.IS Submittal Checklist: (.. o TAB#1 through #5- Drainage Analysis—Minimum Requirement#1 to#5 o APPENDIX 1 -Survey performed by a Professional Land Surveyor o' APPENDIX 2 -Soils Analysis (Volume 1, Chapter 3.1.1) —APPENDIX 3 - Model Soil Management Plan for BMP T5.13 L Su13tn trAt., er APPENDIX 4 - Determining Construction Site Sediment Damage Potential (Appendix 7) o- APPENDIX 5 - Site Plan with all applicable information (Minimum Size 11x17—30 scale) e—APPENDIX 6 - Documented Site Photos (North, South, East and West) . e T e i ica e o ccupa . P1- 1/41 L_ EXPO Project Description: (What is it you are looking to do?Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) The project is located at 1911 Orchard Place. The project is to construct a single family home on a 12,180 square foot lot. The proposed impervious area including the house, garage, storage area, patio area, driveway and sidewalks is 3,003 square feet. There are no existing hard surfaces. Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) The existing site is grass with trees in the south side of the site. The site has an average slope of 5.5% from the south to north with no steep slopes. The property south of the site if forested City of Anacortes forest lands. Single family homes lie to the east and west of the site and Orchards Place Private road to the north. The soils report by Linda Spicher, (Septic System Designer) has identified the soils as Bow gravelly loam with a water table and unsuitable soils at 36" to 38". The infiltration rate in the northeast corner of the property is about 5.8 inches per hour in the 18" to 38" soil depth area. Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces, proposed contours) The single family home will access Orchards Place with a new impervious area of 3,003 square feet with an approximate cut area of 130 cubic yards. Fill will be minimal. Provide the Infiltration Rates found during the rainy season: _5.8 Inch\Per Hour What was the depth of the ground water table?_3.0 Feet and Inches below existing grade (See completed Soils Analysis (Volume 1, Chapter 3.1.1) Site Sediment Transport Score: _65_Total Points (High\Low) (See Determining Construction Site Sediment Damage Potential(Appendix 7) Drainage Basin (2007 Storm Comp Plan—City website\publicworks\engineering\comprehensive plans): What Drainage Basin are you in? F4 Identify any downstream drainage issues (Storm Comp Plan: If so, describe: __Non Identified. The building site is part of the Orchards Plat and drains to an existing detention pond the discharges through Basin F4 which includes the outfall from Heart Lake and conveys storm water through an open swale/creek and closed conveyance pipes to Outfall#42 at Fidalgo Bay. The report identifies many stretches of the system to be replaced where much of it has been replaced down stream of the Orchards Detention Pond. The detention pond has been sized to include runoff from this site. Complete the Applicability Requirements— Flow Chart(Figure 1-2.4.1 Attached, and Figure 1-2.5.1 Attached) - Highlight the path and attach DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#5). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. Figure 1-2.4.1 Flow Chart for Determining Requirements for New Development Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing fis Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2). \O Does the project convert 3/4 V acres or more of vegetation to Does the project result in lawn or landscaped areas, or 5,000 square feet, or r� r, ,v convert 2.5 acres or more of greater, of new plus V native vegetation to pasture? replaced hard surface area? \\No Yes Yes Does the project result in 2,000 square feet, or greater, of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted vegetation areas. Yes Does the project have land Minimum Requirements #1 disturbing activities of 7,000 through #5 apply to the new Yet square feet or greater? and replaced hard surfaces and the land disturbed. i J© Minimum Requirement #2 applies. ft.M311 rigurt ia2a4. 1 Flow Chart fir Determining Requirements for uNKI New Development DEPARTMENT OF Revised June 2015 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume I - Chapter 2 m Page 37 Flows ws 0- o5. 10MAo arMii P©r �) skenit onong LID i ecopArr D1i S Does the project discharge to Flow Control Exempt Waters (per Minimum Requirement (MR) #7)? T-4 REQUIRED: Implement the following BMPs where feasible: • BMP T5.13: Post-Construction Soil Quality CEO (the and Depth Does the project project o BMP T5.10A, B, or C: Downspout Full trigger only MRs#1 - triggered Infiltration, Downspout Dispersion #5? (Per Figure 3.2 or only MR#2) Systems, or Perforated Stub-out Figure 3.3 in Appendix No additional Connections 1 of the 2013-2018 requirements o BMP T5.11 or T5.12: Concentrated Flow WWA Phase II Permit Dispersion or Sheet Flow Dispersion & Phase I Permit). NOT REQUIRED: Achievement of the LID No (the project triggered Performance Standard. Applying the other e3 only MRs #1 -#9) BMPs in List#1 or List#2. V Is the project inside the UGA? Did the project developer choose to meet the LID Performance Standard? / a� Is the project on a parcel \17 MC) of 5 acres or larger? REQUIRED: For each Did the project developer ® 4Ye surface, consider the choose to meet the LID BMPs in the order Performance Standard? REQUIRED: Meet the LID listed in List#1 for that Performance Standard through type of surface. Use Ve4 the use of any BMP(s) in the the first BMP that is W /EQUIRED: W 2014 SMMW except for considered feasible. Rain Gardens (the use of Bioretention is acceptable). NOT REQUIRED: Achievement of the LIDIf the project can't meet the Performance Standard. For each LID Performance Standard, it Vrface, consider the BMPs must seek and be granted an REQUIRED: Meet the LID Performance in the order listed in List#2 exception/variance. Standard through the use of any BMP(s) in for that type of surface. Use the 2014 SWMMWW except for Rain Gardens the first BMP that is REQUIRED: Apply BMP T5.13 (the use of bioretention is acceptable). considered feasible. Post-Construction Soil Quality and Depth. REQUIRED for Projects Triggering MR #1-9*: NOT REQUIRED: Apply BMP T5.13 Post Construction Soil Achievement of the LID NOT REQUIRED: Applying the Quality and Depth. Performance Standard. BMPs in List#1 or List#2. NOT REQUIRED: Applying the BMPs in List #1 or List#2. *Recommended by Ecology for projects triggering MRs#1 -#5. Figure I-2.5. 1 . 111 Flow Chart for Determining LID NI . #5 °VW" Requirements DEPARTMENT OF Revised June 2015 EC 0 L S G 1 Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume I o Chapter 2 m Page 60 TAB 1 (MINIMUM REQUIREMENT#1) • 1-2.5.1 Minimum Requirement#1 — Prepare a Stormwater Site Plan - 1.3— Preparation of a Stormwater Site Plan - 1.3.1 —Stormwater Site Plans: Step-by-Step Note: The level of detail needed for each step depends upon the project size. Provide a narrative description of each step. 1-3.1.1 Step 1 - Site Analysis: Collect and Analyze Information on Existing Conditions Site analysis shall be submitted as part of the Existing Conditions Summary above. Part of the information in this step should be used to help prepare the Construction Stormwater Pollution Prevention Plan. Purpose of the Site Analysis is to provide for a Low Impact Development site design that is intended to compliment the predeveloped conditions of the site. The existing site is grass and slopes at 5%from the rear to the front of the property at Orchards Place. The soils have been investigated by a septic designer and the soils as Bow gravelly loam with a water table at 36" and in infiltration rate above the ground water of 5.8 inches per hour. 1-3.1.2 Step 2 - Prepare Preliminary Development Layout Based upon the analysis of existing site conditions, locate the buildings, roads, parking lots, landscaping features, on-site stormwater management BMP's, and preliminary location of stormwater treatment and retention/detention facilities for the proposed development. The site grading will be minor due to the 5% slope of the property. See the site layout in Appendix 5 for the proposed site layout. 1-3.1.3 Step 3 - Perform Off-site Analysis (at Local Agency's Option): Use additional Sheets, if necessary, Ecology recommends that local governments require an off-site analysis for projects that add 5,000 SF or more of new hard surfaces, or convert% acres of vegetation to lawn or landscape areas, or convert 2.5 acres of forested area to pasture. Off-site analysis extends to% mile downstream of the project site. The storm system is enclosed for 1,100 feet within the Orchards Plat before discharging to a swale that runs basically north an additional 260 feet and discharges to the Orchards detention pond. The pond is approximately % mile downstream of this building site. 1-3.1.4 - Determine Applicable Minimum Requirements Establish project size thresholds for the application of Minimum Requirements to new development and redevelopment projects. Figures 2.4.1 (Attached) and 2.4.2 (Attached) provide the same thresholds in a flow chart format. Based on the preliminary layout, determine whether Minimum Requirements #1 through #5 apply to the project; or, whether Minimum Requirements#1 through #9 apply. Please note, that Minimum Requirement#1 through #5 may trigger additional Minimum Requirements, such as Flow Control. We are adding 3,006 square feet of hard surfacing which triggers minimum requirements 1 through 5. 1-3.1.5 Step 5 - Prepare a Permanent Stormwater Control Plan (Refer to this section of the Ecology Manual for requirements.) A storm water plan is provided in the developed site plan in Appendix 5. The drainage system will be described in minimum requirement#5 below. The options for infiltration are discussed in Minimum Requirement#5 below. 1-3.1.6 Step 6 - Prepare a Construction Stormwater Pollution Prevention Plan (MR#2— 13 Elements) Refer to Chapter 11-3—Planning for a detailed description of each element. See also attached Tables 4.1.1 (Source Control BMP's by SWPPP Element) and Table 4.2.1 (Runoff Conveyance and Treatment BMP's by SWPPP Element). See attached 13 Elements of a SWPPP 1-3.1.7 Step 7 - Complete the stormwater site plan The Stormwater Site Plan encompasses the entire submittal to the Local Agency with drainage review authority. Refer to this section of the Manual for further clarification of each item and what is required. See below: • Project Overview • Existing Conditions Summary • Off-site Analysis Report • Permanent Stormwater Control Plan • Construction Stormwater Pollution Prevention Plan • Special Reports and Studies • Other Permits • Operation and Maintenance Manual • Declaration of Covenant for Privately Maintained Flow Control and Treatment Facilities. (See attached Drainage BMP Maintenance Covenant BMP Agreement) • Declaration of Covenant for Privately Maintained On-site Stormwater BMP's (See attached Drainage BMP Maintenance Covenant BMP Agreement) • Bond Quantities Worksheet, if applicable The project overview has been provided at the beginning of this report along with an existing conditions description. Maps are included in the attachments. 1-3.1.8 Step 8 - Check Compliance with all Applicable Minimum Requirements A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project. The Stormwater Site Plan should be reviewed to check that these requirements are satisfied. To take place during review and during and after construction. TAB 2 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. See Attached SWPP. Table 4.1.1 Source Control BMP's by SWPPP Element Element/1 Element€! Element013 Preserve Establish Element/5 Element SI Element19 Elsonent811 Element ill Protect Low BLIP or Element Naha yseget elonrLIerl` Canstnuet[em Stabilize Protect Control Maintain Menge the Impact Sob Slopes Pallutents BMPs Project � 1 L I y t!1 IOC BMPCI01: Preserving Natural Vegetation ✓ BNP C102:Butler Zones ✓ _-_--_ / BNP C103:Hlgla 11h16111y Plrotk or Metal __---_ Fines bltredCa:ntruetion -_--__I Entrance/Exit BNPC10S:Wheel Wash if -_-- BHP Cliff:Construction Roed(Perkbq '� Aria Steb a Stebllratton BWWC120:Temporesyend Permmenl _ BMP C12,1: Glulehh:g se ie --_ME11 _ SI1P C122: Nate anal Rloolots / / 9G7p C123: Plastic Covering I UG-IP Cl :s Sodding If B19P C125:TepaollingM Moue g i BNP C12S: Pelyecr>rlalrldetor loll Erosion i -_-_ Protection BNPC130: Sudan Roughening I I UP C131:Gradient Terrines tt t/ BLIP C9d0: DuatControl I UP C150: Materials On Hand __-_- we I M SUPC151:Concrete Rending I SUPlotion : Seflntio1n1er:dSurfeeYtl -__ Polutbn Peen UP C153: Material EteP,rely,Mop and '/ Contelnment BMP C1541:Coneren Washout / -_ Certified SedimentControLoaddbnend ___-- _ IMP C112:Scheduling -__-__ +! Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element E,Jeriti-ittit4 . . 5tritin.ii-412, Eleretwitit N5 Eleripiirit#7 ' ,E!aidirt.htli9 'Ara-Fut lit-Will 6-n,= L'_ I en. : riviggt Levy Lifr p i1,747 01171[17.11C'Eltir22. • erfaittil - . . PtriAM11 fiko-ti,c!. Sla[Alia' - (_•.;pritrd 1 Licrt[rai un-, — - - 1:4"Adn'Edill' ,. r.tharmiqa. __ • Imp't't Pim.Rip.r; ' Lt_1D1:2 9. Drain 111121t; Ft'21ffir-iiit.s Viiiiht I nil f;-•rryieralr.- . and Duett; _ - _, litwol tu opttL — f - - - 7 n 9 C7-17-11:' Fii t4ret.rttre RIO tporki 8wale ; E-111,1 9 GaiI,t. arpgs-l_fmprj•Cliamelt I II _. . --1 - aWir-3 C•2117,7'Channel Lift Tir' _ ' !' `-rairD Clel: lA1-1t);T:, , - . - - - 1F1,171 G2 ; Nr.r_, MOP-0 DrGItti-5- atrAP 02CS: aiii-op.rfalz-.-1 E1-77...; I SNIP C21.11.3: Lel-fit-1 8 prentica vi - - -' —•-• LI we MP C217: Chz.clz finis- I • - - - 81).41P-.u-208; Tfilpngtzilfir SI'al[v) i)r,1'70,71actrA, -t-, • _ 14 . :. ih• , Crt.r,a.vod Che tit 12-arri) . ..._ _ E..41'i,11.3'se 119:- 0:At-A Pits-jbeLf•th . I . , •BMP 4270; Sloi rn Drain inlet Pri*Mion• v-- . , LMP.il;224: Bitii Battialit ; f 1/ V' t . , ),"'_ BIAP C2-1_21 riril EilLi4r BOeflin e Nritip IC:231; SR Fentt 9/ ',Ei YIP it12343 Vegy.ellitlr.LE_5111p . ree , i !. , i - - p- I Staiii CMS:: 110-Itlig A ,.., _ . I ' MAP fr1,2-3E4 iffdrifictlYF'D Ffiltrdtion I 13MPL,62411,•.: Sprliniapik Trap 1 / 1 1 , BMP C2Alt TErifirra-raly FA Till's rrt Paffe 1 , •7 : 1 i r i - i amp ID2Bilt CdmariicliGh Startigalf:t le'i 1 ,C1)er-JC-,al IT ir,i.faLicE,nt 1 1 Brilir 102-5T.,'i.PoilE,liqballort Stcyarticottlf , I I=Iltritlickr; I 1 i Brap.C22iHAM pH Ni2-il1r1izalion Ilairift 1 f , I. 1 1 i • 1 _ —_-_------__ I ; 1111 1 BIOR 0 25:I.:pH CO-WOO tur R-1.[sh If reitator ; ri . _ �z y O Planning, Community, & Economic Development Department � e PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 ''� �� 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg.236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW).A link is provided on the City of Anacortes website, under Planning, Community,&Economic Development Department,as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name:Landed Gentry Site Address:1911 Orchards Place +i.CC/C1) - ' '(( •Ic Prepared By:Dale Herrigstad,PE The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for ❑� These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq.ft.of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element,explain the best management practices(BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑✓ Before beginning land disturbing activities,including clearing and grading,clearly mark all clearing limits,sensitive areas and their buffers,and trees that are to be preserved within the construction area. I] Retain the duff layer, native top soil,and natural vegetation in an undisturbed state to the maximum degree practical. A high visibility construction fence BMP C103 will be installed at the perimeter of the construction site particularly along the west boundary between the woods and the site. This will be installed prior to beginning construction. BMP to be monitored daily and repaired as needed. BMP C234 to preserve a vegetation strip as much as possible during construction. Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access O Limit construction vehicle access and exit to one route, if possible. O Stabilize access points with a pad of quarry spalls, crushed rock,or other equivalent BMPs,to minimize tracking onto roads. O Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. O If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping,or pick up and transport the sediment to a controlled sediment disposal area. O Conduct street washing only after sediment is removed in accordance with the above bullet. El Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Install BMP C105(Stabilized Construction Entrance).Vehicle traffic to the construction site will be limited to one route from Bryce Drive. Any dirt or mud that is tracked onto the roadway will be clean immediately. To be installed prior to construction. BMP to be monitored daily and repaired as needed. Leave curb and gutter in place until the end of the project to reduce sediment transfer. ELEMENT 3: Control Flow Rates O Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑✓ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). O If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. A silt fence BMP C233 is to be installed along the entire down hill,North side of the property at Orchards Place. See Appendix 5. ELEMENT 4: Install Sediment Controls O Design, install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. O Construct sediment control BMPs (sediment ponds,traps,filters,etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. O Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics, including the range of soil particle sizes expected to be present on the site. O Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ❑✓ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. 0✓ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. ❑p Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Per BMP C233 a silt fence will be installed on the downhill side of the site per the site plan. To be installed prior to the start of construction. BMP to be monitored daily and repaired as needed. BMP C234 to preserve a vegetation strip as much as possible during construction. BMP C162 Scheduling. BMP C220 Inlet protection with WSDOT Stnd Plan 1-40.20.00. ELEMENT 5: Stabilize Soils ❑✓ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding, sodding, mulching, plastic covering,erosion control fabrics and matting,soil application of polyacrylamide (PAM),the early application of gravel base early on areas to be paved, and dust control. 0✓ Control stormwater volume and velocity within the site to minimize soil erosion. ✓❑ Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ❑✓ Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1—Sept 30):7 days o During the wet season (Oct 1—Apr 30): 2 days ❑✓ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑✓ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways, and drainage channels. 0✓ Minimize the amount of soil exposed during construction activity. p Minimize the disturbance of steep slopes. p Minimize soil compaction and, unless infeasible, preserve topsoil. Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding,BMP C121 mulching,plastic covering,erosion control fabrics and matting, install a construction entrance with quarry spall base. Install plastic covering per BMP C123 on Soils Stockpiles. BMP to be monitored daily and repaired as needed. Each site will submit a SWPP with each building permit application. ELEMENT 6: Protect Slopes ❑✓ Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex:track walking). Page 3 of 8 March, 2017 CI Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. O At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM)to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. ❑✓ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. O Place check dams at regular intervals within constructed channels that are cut down a slope. O Consider soil types and its potential for erosion. O Stabilize soils on slopes, as specified in Element 5. O BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. Steep slopes will be protected with retaining wall after excavation. The area outside of the retaining wall will remain undisturbed. ELEMENT 7: Protect Drain Inlets O Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. O Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). O Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. O Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. ❑✓ Inlets should be inspected weekly at a minimum and daily during storm events. BMP C220 with WSDOT Stnd plan 1-40.20-00 Storm Drain Inlet protection devices will be installed at existing catch basins in the immediate vicinity of the project. To be installed prior to the start of any construction. BMP to be monitored daily and repaired as needed. Page 4 of 8 March,2017 ELEMENT 8:Stabilize Channels and Outlets ❑ Design, construct,and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. O Provide stabilization,including armoring material,adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. No stormwater runoff will be conveyed off site via channels,swales,or streams. If needed,temporary sed.trap to be installed and any runoff will be channeled or conveyed to trap. The design of the sediment trap is show in Element#10. ELEMENT 9: Control Pollutants ❑✓ Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑✓ Provide cover,containment, and protection from vandalism for all chemicals, liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. El Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ❑� Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application, or to the sanitary sewer,with local sewer district approval.Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑✓ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑p Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes,dewatering concrete vaults,concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March, 2017 ❑� Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains,open ditches, streets, or streams. Do not dump excess concrete on site,except in designated concrete washout areas.Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑✓ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ✓❑ Woody debris may be chopped and spread on site. ❑✓ Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. ✓❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining,over the vehicle. Per BMP C154 a Concrete Washout Area is to be installed onsite to capture contaminated water from concrete washouts. To be installed prior to foundation/concrete installation. BMP to be monitored daily and repaired as needed. Provide spill prevention kits for excavation and concrete crews. ELEMENT 10: Control De-Watering ✓❑ Discharge foundation,vault,and trench dewatering water,which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑✓ Discharge clean, non-turbid de-watering water, such as well-point ground water,to systems tributary to,or directly into surface waters of the State,as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site;for example,a creek running through a site. p Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑✓ Construction equipment operation, clamshell digging,concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑✓ Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March, 2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. If dewatering is needed all discharge will be directed to a temp.sed.trap BMP C240 prior to discharge to the city storm drainage system. The sediment trap will be designed for a typical 4,000 sf impervious area or 0.09 acres where the developed 2 year flow is 0.04 cfs X 2080 sf/cfc flow=100 sf surface area plan or 9'x9'square surface pond area minimum. ELEMENT 11: Maintain BMPs ElMaintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑✓ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed.Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. I] Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction.All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. O Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. BMP to be monitored daily and repaired as needed and or as required by the City of Anacortes. ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction,the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. p Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑✓ Inspection and monitoring—Inspect, maintain,and repair all BMPs as needed to assure continued performance of their intended function. O Maintain, update,and implement the SWPPP. ❑� Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g.,subdivision approval). O From Oct 1 through Apr 30,clearing,grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage,slope,soil type,and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑✓ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100%infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. BMP to be monitored daily and repaired as needed and the responsibility of the owner. ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens,see Pg. 253 for requirements. None proposed. Dale Herrigstad % 8-21-2019 "P1M1i6JS4B TanakEulegM1em3."Ewm.oUS Applicant Signature Date Page 8 of 8 March,2017 TAB 3 (MINIMUM REQUIREMENT#3) • 1-2.5.3 Minimum Requirement#3 —Source Control of Pollution All known, available and reasonable source control BMP's must be applied to all projects. Source control BMP's must be selected, designed, maintained according to the reference Ecology Manual. The intent of source control BMP's is to prevent stormwater from coming in contact with pollutants. They are a cost-effective means of reducing pollutants in stormwater, and, therefore, should be considered in all projects. During construction of the home site will be open and subject to erosion. BMP's as described in the erosion control plan and SWPPP must be constructed at the source to limit erosion and sediment laden runoff. The primary source for erosion is the driving path for the transportation of material to and from the site. A construction entrance and gravel construction route will limit erosion and silt laded storm water. Additional sources of pollution will be concrete pours (BMP C151 and BMP 154) and excavation of the house. TAB 4(MINIMUM REQUIREMENT#4) • Minimum Requirement#4— Preservation of Natural Drainage Systems and Outfalls Natural drainage patterns shall be maintained and discharges from the project shall occur at the natural location, to maximum extent practicable. The manner by which runoff is discharged from the project site must not cause a significant adverse impact to downstream receiving waters and down gradient properties. All outfalls require energy dissipation. The objective is to preserve and utilize drainage systems to the fullest extent because of the multiple stormwater benefits these systems provide; and to prevent erosion at the downstream of the discharge location. Refer to the reference manual for supplemental guidelines and additional information under this section. No change in drainage is proposed for this site. Infiltration will be utilized to as much as possible to control runoff. '7TAB 5 (MINIMUM REQUIREMENT#5) • Minimum Requirement#5—On-site Stormwater Management Project thresholds that trigger Minimum Requirements#1 through #5, shall utilize the On-site Stormwater Management BMP's from List#1 for all surfaces within each type of surface in List#1; or, Demonstrate compliance with the LID Performance Standard. Projects selecting this option cannot use Rain Gardens. They may choose to use Bioretention BMP's as described in Chapter V-7— Infiltration and Bioretention Treatment Facilities to achieve the LID Performance Standard. Refer to this section of the reference Manual for all Feasibility or Infeasibility Criteria. Is this project Flow Control Exempt?YES (See Appendix 1-E;Flow Control-Exempt Surface Water). If yes, provide reasoning from the applicability section of 1-2.5.7 Minimum Requirement#7: Flow Control). If No, then the project triggers Minimum Requirement#7 (1-2.5.7) and possibly Minimum Requirement#8(1-2.5.8). The site is Flow Control Exempt due to the site discharging to the Orchards Detention Pond prior to discharging to the Ace of Hearts Creek. The Ace of Hearts reek enters an enclosed pipe system that discharges to Fidalgo Bay. List#1 On-site Stormwater Management BMPs for projects triggering Minimum Requirements #1 through#5. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf See below for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. All disturbed site soil will be amended as required by the post construction soil quality and depth requirements and will be implemented at the building permit stage. The design guidelines for the soil requirements are included in BMP T5.13. 1. BMP T5.10C: Perforated Stub Out Connection: is Feasible. A perforated stub out will be utilized for the roof water prior to connecting to the downstream drainage. SUMMARY: ✓ Dispersion is proposed for roof stormwater with a perforated stub out. The driveway will disperse to the adjoining landscaping 111-3.1.3 Perforated Stub Out Connections (BMP T5.10C) A perforated stub out connection is a length of perforated pipe within a gravel filled trench that is placed between roof downspouts and a stub out to the local drainage sys- tem. Figure III-3.1.8 Perforated Stub-Out Connection (p.466) illustrates a perforated stub out connection. These systems are intended to provide some infiltration during drier months. During the wet winter months, they may provide little or no flow control. Applications & Limitations Perforated stub-outs are not appropriate when seasonal water table is less than one foot below trench bottom. In projects subject to 1-2.5.5 Minimum Requirement#5: On-site Stormwater Management (p.55), perforated stub-out connections may be used only when all other higher priority on-site stormwater management BMPs are not feasible, per the criteria for each of those BMPs. Select the location of the connection to allow a maximum amount of runoff to infiltrate into the ground (ideally a dry, relatively well drained, location).To facilitate maintenance, do not locate the perforated pipe portion of the system under impervious or heavily com- pacted (e.g., driveways and parking areas) surfaces. Use the same setbacks as for infilt- ration trenches in III-3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) (p.452). Have a licensed geologist, hydrogeologist, or engineering geologist evaluate potential runoff discharges towards landslide hazard areas. Do not place the perforated portion of the pipe on or above slopes greater than 20% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or qualified geologist and jurisdiction approval. For sites with septic systems,the perforated portion of the pipe must be downgradient of the drainfield primary and reserve areas. This requirement can be waived if site topo- graphy will clearly prohibit flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems, etc.) indicate that this is unnecessary. Design Criteria Perforated stub out connections consist of at least 10 feet of perforated pipe per 5,000 square feet of roof area laid in a level, 2 foot wide trench backfilled with washed drain rock. Extend the drain rock to a depth of at least 8 inches below the bottom of the pipe and cover the pipe. Lay the pipe level and cover the rock trench with filter fabric and 6 inches of fill (see Figure III-3.1.8 Perforated Stub-Out Connection (p.466)). Runoff Model Representation Any flow reduction is variable and unpredictable. No computer modeling techniques are allowed that would predict any reduction in flow rates and volumes from the connected 2014 Stormwater Management Manual for Western Washington Volume Ill- Chapter 3-Page 465 area. Figure 111-3.1 .8 Perforated Stub-Out Connection random fill d1 .+,^" .' ti`.-s1. Y•..:J•.�r�.t:a.iiP?•<;,c�itr. J 6 �� r�•,.�,.,^,��� : ; _�..::t:�" filter fabric '..y'l'.a.-s h.'Y'fi .'.. ♦cLti?T,�c,5,ti v Y,l, . `,6vfs0 fZ.LOI:"7S.1AE= -ll1, 4 perf pipe 18 min. o'= ,• 461. •t r 1 ri4s-11 1 %2" -%"washed rock a law* It 24" min. Trench -Section slope to road drainage system 2' x 10' level trench w/perf pipe Sian view of R. .f NOT TO SCALE EMU:. 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''4 ':__ FENO.E n• .fir ' 'ti{ ..47A.fr' , ;,, t ET at OF G DATE, 1/6ia* "'ar.. Jt S« +gig. : 1'4 ~v _ �, , ,,,,, :: ..•< • /„ ' ,t R\Y IN A PORTION OF THE SOIJTHEA�'T' I/4 OF THE SO11`I`W5`P' 1/4 OF t', L• . SECTION 21 , 7. 5 l'4., R. 1 E., AM • • �•:. *,, ; I1.-, c of ANAL a, .AS!-I I NSTOM • 4 t'=' Fa 24r1 P �I LIf'i.�R C ASSOCIATES, PLLG SCALE, I egO' M�IDIAN �+tf.U, Ytl ¢ l A�-t C. A TATt�1 1+�, - �r" ' II PSO Atf via,K,aezr3 -a�-1a42 1 I. . 11 Of i ' ` = i Soils Report �r '� g� - `' '�� Linda Spicher, Septic System Designer ` Nf' .If. NHl j License 5100294 , 09.29.. (360)708-3004 Project/Client: Landed Gentry Homes and Communities Page / of Contact: Steve Baughn &Anna Nelson Site Address: 1911 Orchard Place, Anacortes Parcel Number: 124000 Date on Site: 6/21/19 Map Unit, Natural Resources Conservation Service: #18— Bow gravelly loam, dry, 0 to 3% slopes Hydrologic Soil Group: C/D Soil Type Loading Rate2 Soil Log 1 0 —8 tan fine sandy loam 4 0.6 8 — 18 tan gravelly fine sandy loam 4 0.6 18 — 38 brown loam, roots 4 0.6 38 —44 stratified brown loam andfine sandy 7 not suitable mottled clay loam 44— 57 tan fine sandy clay loam, !mottles 7 not suitable anticipated water table at 38" Soil Log 2 0 - 6 tan fine sandy loam 4 0.6 6 — 11 red fine sandy ashy loam, slight mottles, dense 6 0.2 11 — 36 brown ashy loam 4 0.6 36—58 gravelly fine sandy clay loam, mottles 7 not suitable anticipated water table at 36" One of seven numerical classifications of fine earth particles and rock fragments as described in WAC 247-272A-0220(2)(e). 2 From Chapter 247-272A WAC: "Hydraulic Loading Rate"means the amount of effluent applied to a given treatment step, in this chapter expressed as gallons per square foot per day(gal/sq. ft./day). t i. t5t�5 i1 0 1 1806 401J2r--4 r— �H S 401-H 111 S' 4010 �-- 1AUUE 40THS 21 4 2020 1 1� 181- e . el . 1 AVENUE 1 40 LA IA 1 41ST ST 1 191S 1I �+ *w 4019 SPs'RET 4Q-T •IT 1807CO RT COURT 40TH 1903 1904 COURT 4D20 1' 1 20 1^18 14 4 4 ST ST i 1 i j 40TH COURT I.40TH� } g_____� I AVENU � 9 1ST ST 4 ST ST 41ST ST I410 ! ,__j140_4 e—r. liifi I-AVENUE-4' ��e�- �- !!g 81 4404 jc , STREET -`,, 440 - i �t '02 I 41 CHER 1i �``�. HAV f dttraTidaii ORCHA QAVENI, AV R S7R El`. LANE _41D7 \ j 'tl 019 .41 1R\\ T,rr AVE 1� 15 1 1�111 1409 41S1ST ",4'f0 4108 LCAHNE�Y 41STT 41ST ST 41ST T 14 7 ORCHARD O CHAR 4 T '� 41 T ST f AVENUE A ENLfE WE ; 4115 1613 1.603 41,E �_ ST E 4111 41 ST IT 41ST � 411 1 j CHERRY LANE ' AVENUE ` ,httt. Eriai • �' , i Fleirtanlary ORCHARD 4110 0, 260 CHER C Ry-LANE- schools 4303' `ORC` F2® E- LA , I 4203 STREET ; 4207 4206 AVE 42 4 CHERRY LANE m HAVENUE 4119 ��r� EAV ! 0/ I OR �iARD AVE UE 1� CHER Y LA 2 \4207 E-RY LANE HAV _ �'� �..„ CHE RI( 4211 �T� 2�p' ORCH Ri 442 �' { = H AVENUE 1 ��!~\� �� r �`� I 4210 AVE U' FtCFI' _, "s �AVEN 421 ! �� z ORp. ARD AVENUE �} 01 — HER -HE y 4220 ! ��" �N S�%r'L,. 4218 0 C A ■ 442' LAN to HAVEN �` • O f1RD 4VENU304 V N; E -2 HARD' .ENUEI SO 1, +� r �$� 0( 4219 j�► 430a H AVENUE 1441Alk • ° 'AV ORCH' RDAVE °R° = LAERRY CHERRY— 'a, 0 O.RC A D AVE�LANE I �w ` ..9` , ti 43 8 419 LANE 4302 - 719 17fi55lu 11 Grim:6n.1 _` li tt�`°e L.& O V N E 09 _ ARC HAV I QU}C1C- QUAIL QUAIL DR 44/ \\ C ARD AV Nt�E 41 AVE UE 4 I DRIVE ;t t� HAVE k # 1 20 j 1 f_��. 43�5-- CHA D; L41� � A DON LA E '• 1 O C,FiAR6-A ENUE ENU=, ORC IUD — 44 II�05 4403 � H AV _ � 4 E AVENUE 4'2 ! 1 t8 ORCHA D ROHARD ,` + 4413 V NUE ADD N LAi _—•., AV NUE t,• Fa 412 CHAR rd.P 4404 API1 ORCHKR - pVENL --=t-igkr6 HAVENUE R HAR A9 ORCHARd 9 HAV PLACE , OR 4419 J� ff OOD E DR�iCE ORS A'r _ HAV j W A A -RP O A�RD .gRCF ARD ' a 01E________-___—__ �5623 HEART LA ,r--- AVENU PLACE ' PLACE @ARIr li "�`"" � 4501 'II ROA ��O p� HEART HEART \ HEART LAKE LAKE PLACE WOO S D'E D ` 1 r PLACE F --- •.. 4511 3 fit_ S - 'f r 1 WOOD IDE oR �� I �� ( - • 0 165 330 660 Ft 1"=300' June 19,2019 i f r ; end � I I 1 � El Tax Fire Station 1`'i� Post Office 0 0.05 01 0.2 km L___. Parcels Public Facilities la City Hall _ r i Airport �-" City Park i; Hospital Ranger Station Data Accuracy blaming:All GIS data was created from available public records and y r County Boundary ' existing map sources. Map features have been adjusted to achieve a best-fit 4 School registration.While great care was taken in this process,maps from different sources �" {%} Boat Launch County Park Library , rarely agree as to the precise location of geographic features,Map discrepancies can �^l City Limits - be as great as 300 feet. Address Labels itt Cemetery , Emergency Services Police Station i,' State Park Copyright2015 C.r�vs . "---\ ORCHARD PLACE aav1cTEnilutEASD1 rr h _____ __- • .._ _.. '+ LA NI) E1) GENTR • • -�_. .. _.__.. �'* 11 tT 9I is 1N A\U C l)V V l!N 17 1 IfS >;K!'VPrJATCAC 11..>FI'Mt=;1r GE_NTR/4. NOTE. r auwER: 116.00 LAN0CA GENTRY i •, 504 C. FAIR1rAitiN ` !�YIJ(El • BURLIS023. GTCN, IVA tilc{11► ,, I ' F1' (P) 1-(J60)-755-oo2t --_ 4 L_ - 9U'lG1ljG' .t(filt ^� jt 1 ! FT.0U4 AR�EyA- !, fit ySF ' `2. lAtL7L6ACCC+7 !!� �iU7 } � ( `` +EASE PMrrL1NCCF .` , CARACE ARCA- 718 SF 4 1 �', 'GLCIIN2oY1hCt J srA Y -." 4N- 41, \ ZaN/J` 1f41,�ltj ti I r o U .!01 r , 7 ', " 1 pi111t1'iAY �Y A A 7TTACKS!N CO3fPUANCE IP? Kr,, ■ 'air,'` J'4. t {1?7N CITY G(1'RL4tcS 0 1 j. I q �_ i, . 9DCYAKDS NtN t 0' vfreArt f -- saw' ranCx talc 1. �' . .,-- F '),• �45;''.. l i 19,00' 2r.00' 1QOO'-- ;7,.... `'15.38' JO OQ' ` M1FRONT YYATrO .0.1.7i 20' Ike 4 r+:.' �• 1 e '' !�t Yr Y • _ _ f J H:1G1lL' • L., -- .--� __... _ _. ..,,."� — _... ��}}_ . __ ._ l" ' n __ _ 1. -' 77 — - rrAx atcnl4 ' s ' 1 1 , -r"4--. .- J Is s4�1 •.• ., '- -" _. ..._ . .. 7... -----__ ___ _... .----:_.. ._.. 1_ . _r= ..- .--'-�«_ ..,... P,7QPOSFA:uYd�x7 G' CA'' ', FOCIi *Y f PARKING': SPACES PRDi?Cc^DR ' j t f r, I-..—1 kAt,„ I 3 Pro CARAG,C, J nr DRIKWAY li".3 ' CI 2\4',-.-_, r ..b1,1s .� I �� LOT COt/ERAGE it (ice ., s'L" `� r DWtO7rc At1r A 207J S.F./� • c,�tRAGs PORCH AREA: Tic SF.S� a 1� i < Dc • J gG�� I'> II GARAG_ �' A �� I �' I'V i y p LOT AREA: 1Z160 SFY LO ' 37 2P��eGFrrr CPYERAI:E—, , .ire:0— 1- P' LOT �8 2.758/12.180 rd.5� rrtL'PSIAz— �- IMPERVIOUS COVERAGE ,� Ii.. STEPS/WALX1)'Ar 2J .P: o -?fiJ- g 4 PGITCY 1JSi'. 4 S �.i ( H yL DAY VEVAY r: 722 S,F.` I DECK: �! 0t1 S.F. r -a• t - 1 2N3 GARAGE 900 S.f P� N 111- __ DRIVRYAY RT ,1G5 _•.F, ''t ^ ~� S0.W' � �` t TOTAL: 4,268 S.F. ! `_ , 12,180 S.F. c^� ____ � `L I PERCENT COINAGE: 1 r 4,268/12,180 v 3.5,011 .b ,ti,` ` ' I Cry II I I\ 1 �-- r------ 1 I I Z 1trK1 EUURtTt1G , I cFm.AC1 u:II -- . mI -...„...... 12.oa' GRAPHIC SCALE t o ti i 0 0 3 s 12 - u r r '10.00'- - 10,00' -�7 J,. 50.C{I'— - _-_. ( TN RE'.T ) 1 ----`--__- i _-- --_ Harts. Scats. I Jnah C Perot _ _.. ... __ — _ �1. -_,____ ---- _ _ _ - THE ORCHARDS PUD irFrlwc�ac.Po -ter 1 - ~ _ ;j Q - --- __ _.- ROSARIO(CO-2) A ,LtIE ' 3-GAR GARAGE LEFT - EROSION&SITE PLAN °� _ - _ LOT 17-P124000 % J _ -- ----- -----------_____= ____------ ___----------- 1911 ORCHARD PLACE �' �__---- �- - �� ANACORTES,WA 4 t DFCGRIPTln�7= _ f � -`_-�--. •------_..____._______._____._.----•• ---_...__. ( s ...1 �„►•o- 7NECitCfWRDSPUD \,:mLOT 17, THE PLAT Of THE ORCHARDS PUD;AS`.BECORDED e=1olt6!r. LG i . UNDER AUDITOR'S FILE NUMBER 200601190126, RECOAIDS-0F - - 1 -_. - Ju" - SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE 1$6.00' !VOTE--; SOUTHEAST QUARTER Of THE SDU7N11zST QUARTER OF n n;r3,wrs> a+ 1 to u»H p.m O'>r1312099 -, SECTION 25, To}1.V51�fr� 55 NORTH, RANGE 1 EAST. lY.l:i., C)TY TRACT C NGPE uvr-r. :ter($511r. ""sFw ;I(EET y, OF ANACOR TES. SKAGIT COUNTY. STATE OF WASHINGTON, _ =,mow uv enu�1 JttlArtz i I V'' L `� En Soil Map—Skagit County Area, Washington (1911 Orchard Place, Anacortes) F. F. n knt527400 527420 527440 5274� 527480 527500 527520 527540 75 527580 527600 527523 46° 29'T'Nr I— — I --I I-- - --f_ I___ 1 I 48° 29'7'N Ip. , ' it: "-..* V • . ^ , i, a 2 e i 'f ' — — 5 f' , l, _0 Y .., • - y it s ';• I. i •a'., r, #111v .. , r 7 "' r as f ii r. i' rt1•N • ,:�'' �, . +�s { 7 �}, dY Gi F I 1 t 4 � g 0 c. �` ¢ ¢� d 5 s 7 5.i A — - i Al � x RaiV M 0lb {sFAra ou vItO cro 48° 29'2"N - �_ - _ _ 1 I 48° 29'2„N 527400 527420 527440 527460 52745330 527500 527620 527540 527560 527550 :7603 527t20 3 3 En X F. Map Scale: 1:1,050 If printed on A landscape(11"x 8.5u)sheet, M (Meters 0 15 30 90 A — (Feet 0 50 100 200 3C0 Map projection:Web Mertatnr Corner coordinates:WGS84 Edge tics: UTM Zone 1ON WGS84 USDA Natural Resources Web Soil Survey 6/19/2019 -- ' Conservation Service National Cooperative Soil Survey Page 1 of 3 l�,gcE o� Skagit County Area, Washington 18—Bow gravelly loam, dry, 0 to 3 percent slopes :t Map Unit Setting �j�, • National map unit symbol: 2hty „ . • Elevation: 0 to 200 feet i s.,���t� • Mean annual precipitation: 20 to 40 inches A,T ' � • Mean annual air temperature: 48 to 50 degrees F aia ' �►► • Frost-free period: 170 to 220 days At, .. . . ricHet ► • Farmland classification: Prime farmland if drained c DESIGNER 1,WILVIKWI_ Map Unit Composition EXP1413 09-2%ZO • Bow, dry, and similar soils: 95 percent • Minor components: 5 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bow, Dry Setting • Landform: Hillslopes, terraces • Parent material: Volcanic ash, glaciolacustrine deposits, and glacial drift Typical profile • H1 - 0 to 7 inches: gravelly ashy loam • H2 - 7 to 17 inches: very gravelly ashy loam • H3 - 17 to 31 inches: clay loam • H4 - 31 to 60 inches: silty clay Properties and qualities • Slope: 0 to 3 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Somewhat poorly drained • Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) • Depth to water table: About 6 to 18 inches • Frequency of flooding: None • Frequency of ponding: None • Available water storage in profile: High (about 10.4 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated): 4w • Hydrologic Soil Group: C/D • Forage suitability group: Seasonally Wet Soils (G002XN202WA) • Hydric soil rating: Yes Minor Components Bellingham, undrained • Percent of map unit: 5 percent • Landform: Depressions • Hydric soil rating: Yes "Qr--e20.e0S1/4se) rn i`TP.1.. - 'J O e 11.s ` ii.. 'v I EN Sot L S -Fu k . 1j - .�� APPENDIX 3 — Model Soil Management Plan for BMP T5.13 ?%Lpn$ c , Note: Document is provided under Minimum Requirement 5 in this document PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age # of pages Complete all information on page 1; only site address and permit number on additional pages. Site Address / Lot No.: 1911 Orchards Place Permit Type: Building permit Permit Number: BLD-2019-0 Permit Holder: Landed Gentry Phone: 360-540-9021 Mailing Address: 504 East Fairhaven Avenue, Burlington, WA 98233 Contact Person: Art Shaw Phone: 425-766-9388 Plan Prepared By: Dale Herrigstad P.E. ATTACHMENTS REQUIRED (Check off required items that are attached to this plan) X Site Plan showing, to scale: Areas of undisturbed native vegetation (no amendment required) New planting beds and turf areas (amendment required) _X Type of soil improvement proposed for each area Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments AREA # (should match Area # on Site Plan) PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: — SQUARE FOOTAGE OF THIS AREA: _1,000 square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: _Topsoil import = cu. yards per 1,000 sq. ft. Amend with compost X ,000s sq.ft. in this area Stockpile and amend = cubic yards of amendment —> —* —+ —> QUANTITY: CU. YDS. ( cu. yds. stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil & compost lift X 3_1 Amend = cu. yards / 1,000 sq. ft. Stockpile and amend X ,000s sq.ft. in this area ( cu. yds. stockpiled) = cubic yards of amendment —> —> —> —> —> QUANTITY: CU. YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) = cubic yards of mulch -> -> —> —> —* -* QUANTITY: CU. YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan) L❑ Product#1: ❑ Quantity: Cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product#2: ❑ Quantity: Cu. yds. ❑ Test Results: % or.anic matter _C:N ratio <25:1 (exce•t mulch, or <35:1 for native •lants) "stable" (yes/no) ❑ Product#3: CI Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: APPENDIX 4— Determining Construction Site Sediment Damage Potential (Appendix 7— NPDES Phase II Permit) Western Washington Phase II Stormwater Permit i. APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. ii. STEP 1 —Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. iii. STEP 2— Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August 1, 2013, Modified January 16, 2015 Appendix 7- Determining Sediment Damage Potential Page 1 of 3 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3—Construction Site Sediment Transoort Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low ❑100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. Construction Site Sediment Trarspod Potential Worksheet A. Existing slope of site ( average weighted by aerial extent) : Points 2 % or less >205o/0 ¢ vn ¢ n ¢ nnnn ¢ ¢ ¢ ¢ ¢ nn ¢ c ¢ ¢ ¢ nnn ¢ ¢ n ¢ ¢ ¢ nnv ¢ nUav ¢ ¢ uUD ¢ vnnn ¢ nanonn ¢ ¢ n ¢ vvnaa ¢ van ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ vvvn ¢ ¢ v ¢ no ¢ ¢ nn Du 5 > 5- 1 0 % • . • • • • • v e v v e v n . u v n c v n v • a v n v c c v v • . v . • . • • • • • • v . • • • • • . • • • v v v v v v v v v • • • v v e • e • • . . • . • • • . • • • • • v . • . L /5 > 1001 V O/O . . v a v v e v e v v • v v e v a e e • v • v e v e v . v u e • • • . . • • • • e • • • o u v v v e o u v v o v v u e • . • • • v c v v v • • . • • . • . v v v v v v . • v v v 30 > 15 % 50 B . Site Area to be cleared and /or graded : 5 , 0 © 0 s q ¢ 5 , 000 sq . ft . e 1 acre 30 > 1 acres 50 C . Quantity of cut and/or fill on site : < 500 cubic yards nnnnnn ¢ nDnnu . . . . . . nn ¢ nvnn ¢ nnnn . . . . . . . . . . . . UUUna ¢ . . . . . . n ¢ una ¢ u ¢ nua ¢ nun ¢ ¢ ¢ ovnnv O 500 0 5 , 000 cubic yards 5 > 5 , 000 e 10 , 000 cubic yards 10 > 10 , 000 0 20 , 000 cubic yards 25 > 20 , 000 cubic yards 40 D . Runoff potential of predominant soils_Natural Resources Conservation Service) : Hydrologic soil group A 0 Hydrologic soil group Ez`: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E . Erosion Potential of predominant soils ( Unified Classification ystem )j GW, GP , SW, SP soils 0 Dual cla�ssific^ationsc�CG^W�U =7G1h9 GP� � C�TT��its9 GW//= GC , GPmGC , �/WknSM , SW�V =SC9 SPAS 9 SLl c3SC � nn nn ¢ n ¢ n nnnnnnnnn ¢ nnnnnn ¢ n ¢ 1 0 GM , GC , SM , Sc soils ll�� 20 ML , CL , MH , CH soils 40 F . Surface or Groundwater entering site identified and intercepted U sCJ ¢ n ¢ n ¢ n n ¢ v v n ¢ n n n n n n v n n ¢ n n v o v n n ¢ n o n n n v v v n n n O n n v n n n v n v n n v n n n O n n n n n n n n v v n n n n n v R 0 U n a v n n n n n n n n n n n n a n ¢ ¢ n n v n O No 25 G . Depth of cut or height of fill > 10 feet : Yes 25 NO ¢ ¢ nnoo ¢ Un ¢ ¢ UUna ¢ ¢ DDDUannna OGUUUnnna UUnnn Onn Un Uaaaaan ¢ 000Dnnn0Una0 ¢ ¢ ¢ ¢ UOODO ¢ ¢ n ¢ DU ¢ Uannoo ¢ UU ¢ n ¢ ¢ UOUODUU0 ¢ o UovooU H . Clearing and grading will occur in the wet season (October 1 May1 ) : Yes nnanonnaaonnUn nn ¢ Ga ¢ non ¢ Uovovn ¢ n ¢ onn ¢ ¢ nn ¢ naaon ¢ n ¢ ¢ nn ¢ n nnnnnn ¢ ¢ nn ¢ ¢ ¢ nnn ¢ ¢ ¢ ¢ n ¢ ¢ n ¢ ¢ nann 50 No 0 TSTAH . P o l NTS 65 ' £1 A VeathrtM ` 0' Y✓ATERL \ Jl r TEMPORARY SID PROPOSED PERIMETER SILT _ Y CONSTRUCTION PROPOSED PERIMETER R SILT FENCING (TYP)PER BMP C233 t I - (nal � CNTRANCE PER BMP FENCING (TYP) PERMP C233SIMS at �: - - _ , C105 (SIZETOFTn ter_ _. _ _. 41ST STREET I1" - ' �`J - - ...._ )l' --- �rA • G STORMORAIN E ( �� "r 15'SANITARY SEWER ( ) EXISTINGEOGEOFPJ�VEMENT i FORCE MAIN (E) 20'WATERUNE EASEMENT w ►' CHARD PLACE i IVATEACCESS EASEMENT LANDED GENTRY — :,• — � - a — — — - �, PR w w y+r �- �- II-- HOMRS AND COMMUNTTIF.S E w r--X•—X�C�-X—X—X X —X� �� - At �/ t 1 x , x—x--x--x---x- -x- x--x�---z.—x x—x —x—x I x—x x.— w < p • W z CJ 4 I x GENERAL NOTES o >7r ;\ . �� ,, I, OWNER: < a , LANDED GENTRY ��` • BMP C154 CONCRETE WASHOUT AREA I I x B RL/NGJT.lV,H�A `�, WAK(E) \ ToacEunlHPowr p /7 p OR TUB . ` + I 98233 PROJECT SITE ORCHARD �`.� -1 I �(Lat 17) orcortnccnort t` FH (E) "�x 1-(360)-755-8021 Ei Ptnce '� � I �� I I B N�N SFLOOR AREA- 1,311 SF - `.� INLET PROTECTION PER , x . C220, BLOCK&GRAVEL l7 p C> �` _ `• FILTER TYPE PORTLAND CEMENT -.111.1110.111P41. BMP C121:MULCHING lS T5.13: LOT LINE 8 ACCESS/ POST-CONSTRUCTION SOIL\`. CONCRETE DRIVEWAY `t EASEMENT LINE OF { x GARAIs� AREA- 7f8 SF DUALITYAND DEPTH (TYPICAL) y IO PROPOSED FROM EDGE OF411, �ORCHARO PLACE �SsrM PAVEMENTTO GARAGESITEtI FLOOR(P) /� t7 � `,� x S.F.R. • IIs ZONING Go 1, . �']♦t SETBACK'S: cv I ALL SETBACKS IN P.U,D h i I p --\-2-6-C- 10.00' f�� I NTH GTY GU/DUNES PUANCE VICINITY MAP ` NORTHERLY 57DEYARDS MIN 10' t INLET PROTECTION PER x WS Jp.00 1' IIn 50.00' � 20' FRONT BLOWING �`. C220, BLOCK 6 GRAVEL 20' y) i f 7 0 21.00' �� i SEIBACKUNE 4a _..._ FILTER TYPE l REAR YARD MIN I0.00' N. FRONT YARD MIN 20' I I r MP T5. I0C: PERFORATED STUB T r ._ V -,_ - I WAU WAY CONNECNON: 2' WIDE x 1.5' (MIN) D - HEIGHT: MAX. ALLOWED: 35' B - __ . ... estor _ _- - - _... ._._. .- - _ --- - x-10* •L•ONC,-LEVEL- DRAINROCK�TU.ED --- - ..._5J.. f-. _ _ - -_-- - - - - - PROPOSED.:UNDER I TRENCH WITH 4.- DIAMETER PERFORATED x p I COVERED11 $ PIPE FOR ROOF DRAINS, PER I PARKING IPORCH `" PERFORATED STUB-OUT CONNECTION I PARKING SPACES PROVIDED- r a , r -_ I DETAIL, SHOWN HEREON AT LEFT. x owls 8 I N \� I GF:31050 1 �� PLACE SILT 11 3 IN GARAGE 3 IN DRIVEWAY a 1 ��� I STREAM DE OF x • PROPOSED PERIMETER t `r I �� r.� �� • PER13MPC103NFENCE Q —�L ` ■ ` � DS C C S BMPC233 E, PERI ��, I LOT COVERAGE LOT 16 BUILDING AREA: 2,028 SF. Erosion Control Rohn for Rosrdontlal Construction-City of Anacrntes 0 =d c7 ,��•, GARAGE ®� I I j PORCH AREA: 134 SF. A. Erosion Control Best Monegomont Pmctices stall be to place par Um 'ezb. ••. SOIL STOCKPILE LOCATON accepted an plan prior to any construction-tort ® II LOT AREA 1Z 180 S.F. (COVER WITH PLASTIC x B. The erosion control shall bo Inspected on a day and modMed to moot Iho O , `` v 1 1 o .• URING STORM EVENTS) PERCENT COVERAGE.' surrounding conditions os needed. S NiN ,o a : f Z258 / 12,180 - 1&S1l C. Tho storm drain system moll bo cleaned doily(Sadbn 7-07.3). All drainage x nyotems anon be cleaned to the acceptance of Iho(My of Anawrtes prior to rv� r LOT' 18 acceptance of Ihoction l vF D. beginnInd fconsclbnentrancesandroadsshallbedumtlodatIho m$v �`` \\\- ' IMPERVIOUS COVERAGE boglnntng of construction and motntalnad during the duration of the projectC. 4'STORM DRAIN O I I Additional measures may be required such as wash pads to omuro that all ^``..,. 4'STORM DRAIN BUILDING: 2,028 SF. paved areas are kept clnan. No mud la allowed to Rotor onto Clty stately. x E. Any soils exposed Ihol wilt not be disturbed for two (2) days dudrg the wet $ I j I STEPS/WALKWAY.' 23 SF. season or seven (7) day- In the dry season stall be Immediately stabilized �v GF:319.00` $ �e I PARCH: 134 SF. with the approved ESC methods (seeding, mulch covering, ) O $ -`US ' t DECK 96 SF. mulching, etc K. F. Two (2)weeks prior to the beginning of the wet season(October 1), allxi t` Y=_ram_- x I DRIVEWAY 3, j� disturbed areas shall be reviewed to Identity whJch Doom can be loaded In try _ I I T(j)�( UY HP pruporallon for the winter rains. Disturbed areas shall beseedod within one o LOT 17 b ....„...... LOT AREA: (1)waok of Iho beginning of the wet Daemon.A sketch map of those areas to c - - _ i " p J2, 180 SF. be seeded and those arena to remain uncovered shall be nubmllled to the O FF MAIN:320.00 -- I I O I PERCENT COVERAt ' Project Manager. The Project Monogor can require seeding In additional CHECK DAM PER BMP FF UL'330.00 ` `--- --_._ r oreas In order to protoct surface waters, adjacent properties or drainage C207:CHECK DAMS, SFR (P) -`518 , 1 .T,003 / 12160 - 24,7% foc0lUes. AS NEEDED, - G. Pnnnlllos for nn Erosion Control violation ore subject to a S300 to s1000 I I firm undnr Chnptnr 1T.66- Penalties for Violation.Each day Is considered n 0 BMP C121:MULCHING &T5.13: x different violation. `�'`.,�` POST-CONSTRUC710NSOIL tn QUALITY AND DEPTH (TYPICAL) I I . . . . ``` I cNv x I O `--..- Into 1 SHEET T �r x �c FLOW I EASTERLY n � .� ```` x SEfBAEKLI 10'SIDE LDING O _i.9_. .- - -VA. ` ,r„� 0 O DS I I .re. i.4�'•' M .-..•- �. : _ •• DS I Z I ._ . i�Ys-�.J+..'�` ri`'1�'.I ,r•n•.....•,,. COVERED �^ `�` J �e x r•- "-• 9 b PATIO 1. I I 0 Ai (P, I 1 trench X-Soctlon ``�`` ` 1z0 + GRAPHIC SCALE x j 1 6 3 6 2 ---- - ------ f0.00' 00' ----_`. 10.00' x «n.a 50.00' �•�_ f- ►n,.. I ( IN FEET ) ems f) _ --` - -. _- I x 1 Hort= Scala: Y Inch Jr 6 Fiat I ..-0., WESTERLY THE ORCHARDS PUD`�---- J�,� r` qp 10•SIDE BUILDING �' ------------ _- - Plan Vimvp/Roof 1 M- _ _w SETBACK LINE ��� _��r ___J2-0,-- ---^-- ROSARIO (CO-2) w9'In , �` ` _._ I ,_ _ __ x 3-CAR GARAGE LEFT •; . SOUTHERLY -._ Perforated Stub-Out Connection _~ ..--�-_` - SETBACK UNE 20'REAR BUILDING x HOUSE PLACEMENT EXHIBIT ECOLOGY r _..a. �... ,.. - ».o-... ,,+ .•..w.,�... ..1.............. POS -CONSTR121: UCTIO SOIL - � .•.. POST•CONSTRUCTIONSOIL O OUALfTYANDDEPTH (TYPICAL) • I SITE PLAN CHECK DAM PElBMP•..„ LOT 17 - P 124000 C207:CHECK DAMS, .- 2o$4Sfr mata:'rut•rtrMRtynuNlrN4renT.arllnrkvr AS NEEDED. VN nrn fl.Cn�x+rra-Pa�ela6 0 -- _ 1__?____ ____ 1911.......... ORCHARD PLACE • ----- _ s ---- - ANACORTES, WA PERFORATED STUB-OUT -------------- ' CONNECTION DETAIL • • • • • • - • • JOB NO: THE ORCHARDS PUD LEGAL DESCRIPTION: DESIGNED: LG LOT 17, 714E PLAT OF WE ORCHARDS PUD, AS RECORDED - DRAWN: UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF 116.00' NOTE.' SKAGIT COUNTY, WASHINGTON. BEING A PORTION OF THE `- _ MS PtAN DATE: 08109/2019 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION _ TRACT "Cry NGPE CONSTRUCTION FENCE over. SEE IS UONO PLANS F 25. TOWNSHIP 35 NORTH. RANGE 1 EAST, W.M„ CITY OF _ PER BMP C103 rwvDOlK pow NC INTERIOR DETAILSSHEET 1 of 1 ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, _ -- APPENDIX 6— Documented Site Photos (Show all directions of the site, including frontage) Location: 1911 orchards Place Description of the photo: Site from road frontage Photo taken by: Dale Herrigstad 8-21-2019 Site photos Frontage imikoients r APPENDIX 7= Drainage BMP Facility Maintenance Covenant Not applicable for stub out connection. PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET a �,. ailing Address:P.O. Box 547, Anacortes, WA 98221 O ffice Location: 904 btu`Street, Anacortes WA 98821 NOV .1 Z 2019 ! Phone: (360)299-1984, Fax: (360) 293-1938 A. Permit/Project#: -d Date: I-(' - t i Project Name: PLAT C2i T/4E cfA-c> (1 Project Address: 19 It C2 G4r4 DS Project Contact:,j Nuz._ ��, - Company Name: /—i yc� j t.(� ,l.1 p Y n F- I ���Nt,7-� Contact Phone: -7 fir, _�� 7 J t f S Contact Email: . k rg la firied geh+re(, raw\ Has the permit been issued yet? 0 Yes C No �J All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? Il Yes 0 No What department(s) is this resubmittal/revision/additional information to go to? ri Planning Dept. III Building Dept. 0 Fire Dept. 0 Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? l I Yes. A copy of the plan review letter with itemized responses to each item is required. 0 No, the revision or additional information is initiated by the applicant, landowner,designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: Are you submitting a full replacement? 0 Yes pg No If not what page#is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? 1 Yes 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? `?:] Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ICI Site Plan Ip Building Plans 0 Structural Plan Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: Jack Reinstra From: Cricchio, Kevin <kevinc@cityofanacortes.org> Sent: Friday, September 6, 2019 2:50 PM To: Jack Reinstra Cc: Frisinger, Rob Subject: 1911 Orchard Place Building Permit Application, BLD-20 -0579 9-6-19 1 JQV .1 2 2U19 RE: 1911 Orchard Place Building Permit Application,BLD-2019-0579 CITY OF ANAL ORTES Jack, We recently received a building permit application to construct a residence at 1911 Orchard Place. I have completed my review on behalf of the Planning Dept.The following revisions are needed: 11. Please show average original grade on the elevations and how you are complying with the 35' maximum height in the R1 Zone. 7716 AV'2AGF oIi t,//,/4-e-- qi Pi /S , /o u/S,4o d d c / 779% ,TTX4c/%p Sf-feLT Q—6./ 2. With the adoption of Ordinance#3040 on August 5, 2019, a much more detailed landscape plan is required that includes those items listed in AMC 19.65.040(C).Additionally,on the landscape plan please show one tree per 1,000 SQ'of lot area. ,4 /'1oep 907-4-/4-Eo LA-wtScfPe 771 NAs .Bee",CRC,41W' ,4ND / /A/G . ip O eo/T!i TN/s , \:c� 3. A 25 foot setback is now required for garages as measured from the front property line per AMC Table 19.42.020. T/Je. (a,a R,aSE /S /vox/ ZS Peer Fizorl 7$E A-,eonrr f i;.eTr Tf�E $uyG,e VV4,vrcv Ti�2' /lags& Zoc47eO ccosrez- To TI,E/5 7 G/"./e- pie cov g4„ Please revise the plans accordingly and resubmit 2 large plans&2 reduced at 11"X 17". Thank you. 4'49 /^TP4ev/o//s /ZFM -miet Tie 4A.A16. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 F.GS.I Y o� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT � AL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET .. ll 1`I' 1 MailinpAddress:P.O. Box 547, Anacortes, WA 98221 9eo' Office Location: 904 6th Street, Anacortes WA 98821 (sts., a , DEC i 1U12 Phone: (360) 299-1984, Fax: (360) 293-1938 +1 :i' L ANAGOI TES u .use,t _. form o submit revisions or additional informa n to our permit application. Permit/Project#: -2e.,9 -cis'7 cr Date: /7 QE'G Ae 1, Project Name: OgeA n.D� Project Address: /9 I I OgGidoiRp rf L - Project Contact: /,?j(L L yA/tN Company Name: LAAJDED &"/TRY Contact Phone:,,346, -G/,/ -do 93 Contact Email: ,4 Ve et LAAIGED 61-A/m y-Com Has the permit been issued yet? la Yes 0 No All revisions must be either clouded or highlighted&wet stamped by an architect/engineer(if applicable). Has this been done? ❑ Yes ErNo What department(s) is thhiss resubmittal/revision/additional information to go to? ❑ Planning Dept. E Building Dept. 0 Fire Dept. ❑ Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? I❑ �'es. A copy of the plan review letter with itemized responses to each item is required. No, the revision or additional information is initiated by the applicant, landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: c /Te''L4,.., .0'1/5S iD/.i / Pl l-� 1��� rkcerie,, - si+e el" Are you submitting a full replacement? 0Yes 0 No If not what page# is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? iYes 0 No ., Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? in Yes ❑ No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. m' ite Plan 0 Building Plans 0 Structural Plan , 'A Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) ❑ Mechanical Plan 0 Plumbing Plan 0 Other: \ 8"WATERLINE(E) Sew \ IS S S 41ST STREET yy \ N/ 6"STORMPRAIN E /i — . 'N ,! „! — 15/ IS SS\ O EXISTING EDGE OF PAVEMENT 20'WATERLINE EASEMENTso ORCHARD PLACE 30'PRIVATE ACCESS EASEMENT LANDED GENTRY Z so "r .1. — Daij i HOMES AND COMMUNITIES w a \ I _ ,.�..., ; > _ zw ¢ w I GENERAL NOTES w 4ttlx z sr > LOT LINE 8 ACCESS I OWNER: o a `.. EASEMENT LINE OF ° LANDED GENTRY ORCHARD PLACE 504 E. FAIRHAVEN PROJECT SITE BURUNGTON, WA F ORCHARD \ I(Lot 17) 98233 '7 PLACE FH(E) , 1-(360)-755-9021 1 i r r ,4 Y 4, i 4 s r i - ii • ` i . NOTES: + i i \l'I r + i r ' 1. ALL WORK SHALL BE PERFORMED 8Y I �1''// LANDSCAPE CONTRACTORS FAMILIAR W17H h' i r i i i r * i ` r ` + RESIDENTIAL LANDSCAPE INSTALLATION. Goggle Al„......_5�11 2. LOCATION MAY BE SUBJECT TO 4 r r i i-' 1 ADJUSTMENT IN THE FIELD BY THE [ i r i i LANDSCAPE CONTRACTOR. SHRUB AND i • DRIVEWAY r . . pq,Ei GROUNDCOVER LOCATION MAY VARY VICINITY MAP i i r f1C� i i r ` ' ` NO. G� WITHIN HE DE DESIGNATED PLANTING BEDS.PANT SPECIES DUE NTS ® i i . i . W i .Y i i t �� 3. pP� ` ` ` ` ` ` ` ` \A�" TO LACK OF AVAILABILITY IS SUBJECT TO PLANT MATERIAL KEYS GOP-�1/4 r r r r . i i r i i if APPROVAL OF THE OWNERS 0" i i • NORTHERLY ` i r i i i REPRESENT1VE. 25'FRONT BUILDING ' i ` ` i i 4. EACH TREE SHALL BE HEALTHY STOCK SYMBOL BOTANICAL/COMMON NAME QUANTITY SIZE - SETBACK LINE AND CAREFULLY PLANTED IN A } WALKWAY Corms kousa - Kousa Dogwood 7NREE-FOOT OR LARGER HOLE IN GOOD, (small to medium flowering trees) 2 „ Caliper - - - - APPROPRIATELY FERTILIZED TOPSOIL ® I — - I 5. TREES PLANTED SHALL INCLUDE A MIX OF CONIFEROUS AND DECIDUOUS TREES. ,41#,_ Cornus florida - Flowering Dogwood COVERED �� (small to medium floweringtrees) 3 2" Caliper ® (-- it o TREES MAY BE PLANTED IN SOD LAWN PORCH o o o OR PLANTING o IPliir 6. EACH REQUIREDODECIDUOUS TREE SHALL ,, Cupressus noofkatensis - +fir 1 - `1 1 `� o NAVE A MINIMUM OR TWOALIPER --* Weeping Alaska Cedar 3 2" Caliper W�� I r---,. -, 4 �,I� (small to medium evergreen tree) o WJ7H/N SIX INCHES OF GROUND AT TIME • OF PLANTING. Fraxlnus Lollfolia - Oregon Ash I P� o I 7. EACH REQUIRED EVERGREEN TREE SHALL 0 (medium sized tree) 1 2" Caliper I - rF G�� HAVE A MINIMUM HEIGHT OF EIGHT FEET 0P Or AT THE TIME OF PLANTING. ��r Acer circinofum - Vine Maple 1" Caliper o I .Ic-`- pP�' 1L .G PI C�J p 8.OFP SHRUBS B AND DS GROUSHALL INCLUDE COVER. A MIX •dal (medium deciduous tree) 3P I GT�� GARAGE `e�'� LOT 18 9. EACH REQUIRED SHRUB SHALL BE NO ° I 2-GALLON. Magnolia stellate - Royal Star Magnolia ! 10. EACH REQUIRED GROUNDCOVER SHALL (small deciduous tree) 7 1 Caliper • 9 11. THE MINIMUM LANDSCAPED AREA IS 35 1► I `�/ % OF THE LOT. LANDSCAPED AREA MAY Euonymus alolus - Burning bush ° * ;i_: a4 // r INCLUDE XERISCAPE ELEMENTS. • (medium shrub) 19 2 Gallon E��� �� `_ Ribes Sanuineum - Red-flowering Currant fl - * (small shrub) 8 1 Gallon I it• toPR * _ 1 o •:• as �� i Vaccinfum ovatum - Evergreen Huckleberry 15 f Gallon 1 r r W LOT 17 O I Gtp�� \ (evergreen shrub) Ic i i i " O I �v G PolystichumI munitum - Sword Ferns r i i r i i i FF MAIN:320.00 w N, FFUL:330.00 REV '� (small shrub) 72 4" Pots w o - ` ` �p N r SFR(P) G��c� _., i r I. r * Q V' Z • i i i i i ' Kinnickinnick z o r r i • (small groundcover) 60 4" Pots co wo r r r O��° _ GfogL N EASTERLY I- MJ� 0 G9 I `CO10'SIDE BUILDING SETBACK LINE 0 'et‘ = I Z I o • o RADIUS - ,4"± \� • - - `*it"/ z m GRAPHIC SCALE COVERED Q d _ • p • o PATIO • ::`:-. * • /I 11 6 O 3 6 12 /�—,/2" DIA. RUBBER HOSE 0 Lu MI MI MI PLAN VIEW T I ", or#4 BAR, 3 PER TREE (TYP) w -1 ( !N FEET ) E o a �Pv Horiz. Sc¢Le: 1 Inch = 6 Feet ��12 GA. WIRE, TWIST TO TIGHTEN C P-0 • r Jr i z PULL BURLAP OFF — — — •- BAL 1/5 OF ROOT O WESTERLY —' _ " i i - - _ - - - THE ORCHARDS PUD NOTES BALL r r r 10'SIDE BUILDING 2" DEPTH MULCH AS SPECIFIED # i i TIN- i i �Q� ` r • ROSARIO (C0-2) PLANT TREES 1 FT. HIGHER THAN SETBACK LINE Jr r" i * r . r DEPTH AT WHICH GROWN IN 3" WATER BASIN o r r r i _ SOUTHERLY LANDSCAPELLHEIGHTEVAR ES 2' ` 1► AVOID DNURSEAMAGE TO ROOTS. VARIES ' �:. j1 I — r . r i 20 REAR BUILDING TO4',NOTTOEXCEED4'. i ` \Yr ` i `���� GEpP,, �.�FEBg R 11 kkfl riniC3 -CAR GARAGE LEFT 6" C C i # i .. , i • SETBACK LINE r Pp AVOID ROOTBALL WHEN I `.:. ':4. : " L ° 4ifle i i i r i i r r i r i i .`. �JvGN I PLACING STAKES. i _ "i 1015ii4. ,, fa TOPSOIL PER • , , �'"'���� '� SPECIFICA7)ONS HEREON. r r i r • h. SEE NOTES FOR PLANTING , LANDSCAPE PLAN IN PUBLIC RIGHT OF WAY. ' RECOMPACTED BID-BARRIER ALL SIDES ° pPR *• a,I- - .. ••••12. NATIVE SOIL FOR SIDEWALK G�Pp� pC5� `<i=i ;;.; DEC l - f �o� ' LOT 17 - P 124000 BREAK SIDES AND BOTTOM OF PROTECTION FROM ROOTS. 0 J�O,N GF �fyA r\ '`:;,• I,.vvV {{I� 1.911 ORCHARD PLACE PLANTING PIT TO ALLOW FOR M ' ' * 0 .. r9P R•.. - 'k" U 1:- ROOT PENETRATION. ° rt`J O * O GOPFL�` '� i GEOP� 0 Q ✓e� TREE STAKING DETAIL ���'� • • OPRG� tits illti ��,"�yj� 4- 9w�-�y� is ' �$ I ANACORTES, WA NO SCALE `� O 0 .A O ♦! c r •1 1 1 OF ANAL �..['R 1'ES 0 C ° JOB NO: THE ORCHARDS PUD LEGAL DESCRIPTION: •— DESIGNED: LG LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF NOTE: DRAWN: SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE DATE: 10/31/2019 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION TRACT "C" NGPE THIS PLAN IS FOR HOUSE LOCATION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY OF ONLY. SEE BUILDING PLANS FAR SHEET ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, WHOM, DOOR AND INTERIOR DETAILS 1 of 1 8"WATERLINE(E) TEMPORARY ••• CONSTRUCTION PROPOSED PERIMETER SILT ass PROPOSED PERIMETER SILT ENTRANCE PER BMP FENCING(TYP)PER BMP C233 a FENCING(TYP)PER BMP C233NIMIIIIP C105(SIZE TO FIT) �r _ _ IMMINIMIla 41ST STREET FORCE MAIN(E) 6"STORMDRAIN(E) TTTT AVEMENT 30'PRIVATE _— 1.5 SANITARY SEWER \ 20'WATERLINE EASEMENT w \ \ E ACCESS F�ISEMENT f 1ORCHARD PLAC L v D E D GENTRY D ) — - - i -- -LjI -- -- -- ----- -- - - --- :;' --. ! -t; - -- 11 O \I II S �1 N D COMMUNITIES a x X x , x x x x x x—x—x x x X--x--x—x x x— D 0 �-- 6 k BMP C154:CONCRETE \ / 0 \ 7 —x x I x x x—z_ Z w i Z / LOCATION MA WASHOUT Y AREA OR `� �p U p GENERAL NOTES a cc a x / \ e� OWNER. LANDED GENTRY a I I N. 116.00 O �_ 504 E. FA/RHAVFN FORCE MAIN POINT p� p 0 BURLINCTON, WA PROJECT SITE WM(E) OF CONNECTION p ; 98233 ORCHARD 1- , i (Lot 17) FH(E) ( x 1-(360)-755-9021 '--I PLACE I '-�- BUILDING: • O INLET PROTECTION P:R x MAIN FLOOR AREA- 1,311 SF UP700 SF YD C220,BLOCK&GRAV_L I TO��FLOOR AREA- 3,1 FLOOR AREA— 54 SF LOT LINE&ACCESSEASEMENT LINE OF FILTER TYPE GARAGE AREA- 718 SF O ORCHARD PLACEc(BMP T5,1OC: PERFORATED ` x STUB-OUT CONNECTION: ' `� r,, 2' WIDE x 1.5' (MIN) DEEP 2I SJS.F,R. n x_ O�OSEDDRAINROCK FILLED TRENCH `1-137 ZONING: �ii� f �t. • IJ )s:16 WITH 4 DIAMETER P.U.D p PERFORATED PIPE FOR ROOF DRAINS, PER p x SETBACKS: a O a "PERFORATED STUB-OUT I ALL SETBACKS IN COMPLIANCE VICINITY MAP INLET PROTECTION PER p p p CONNECTION DETAIL" WITH CITY GUIDLINES NTS C220,BLOCK&GRAVEL �� )�� SHOWN HEREON A7 �EF7 N " ooii REARYAYARD MMIN IN 120' <i FILTER TYPE / - N O PROPOSEDSERVI WATER NE LINE N YD J FRONT YARD MIN 20' HEIGHT - 50.00' I �\ I PROPOSED U DER 5 19,00 20.00' O CHECK DAM PER BMP 21.00 10.00' I PARKJNG: C207:CHECK DAMS, WALKWAY PORTtAND CEMENT PARKING SPACES PROVIDED= AS NEEDED. FCONCRETE DRIVEWAY x 3 IN GARAGE, 3 IN DRIVEWAY — — -- -- -. ,•J _ — 0 PAVEMENT GE O G PROPOSED PERIMETER COVERED r : - CONSTRUCTION FENCE O \\ , PORCH FLOOR(P) GARAGE N x PER BMP C103 I- o __, LOT 16 I 11 GF:318.50 ' II I x LOT COVERAGE 3 �- � NORTHERLY �0 I BUILDING AREA: 2,028 S.F. Erosion Control Notes for Residential Construction-City of Anacortes O ,;; a 25'FRONT BUILDING OS PORCH AREA: S F. Inca DS t SETBACK LINE " DECK AREA: SF. ricer.E. \` I TOTAL AREA: 2,12915648 5 F. A. Erosion Control Best Management Practices shall be In place per the c15 o accepted site plan prior to any construction start. z->• 0,—.........,,, x LOT AREA: 12,180 S.F. B. The erosion control shall be Inspected once a day and modified to meet the O coop sN G GE PERCENT COVERAGE: surrounding conditions as needed. J�0 ( ) C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage 2 z z i �� x 2,258 12,180 = 18.5% if systems shall be cleaned to the acceptance of the City of Anacortes prior to n,o acceptance of the project. -~_, ,a LOTI 18 c U� D. Stabilized construction entrances and roads shall be Installed at the O m 0 C=f / N 4"STORM DRAIN x IMPERVIOUS COVERAGE beginning of construction and maintained during the duration of the project. N Additional measures may be required such as wash pads to ensure That all /t PLACE SILT BUILDING: 2,028 S.F. paved areas are kept clean. No mud Is allowed to enter onto City streets. FENCING ON DOWN E. Any soils exposed that will not be disturbed for two(2)days during the wet STREAM SIDE OF v STEPS/WALKWAY: 23 S.F. season or seven(7)days In the dryseason shall be Immediate) stabilized STOCK PILE,PER I PORCH: 134 S.F. Y Y 1 BMP C233 with the approved ESC methods(seeding, mulching,plastic covering,etc.) O DECK: 96 S.F. F. Two(2)weeks prior to the beginning of the wet season(October 1),all r J v x I DRl yEWAY disturbed areas shall be reviewed to identify which ones can be seeded In SOIL STOCKPILE LOCATONASTICoc 43 a TO 3,1 S. for the winter rains.Disturbed areas shall be seeded within one o (COVER WITH PLASTIC o ae I preparation ^ GF:319.00 z . LOT AREA: I() DURING STORM EVENTS) a• oo x o 12,180 S.F.(1)week of the beginning of the wet season.A sketch map of those areas to o DS 0 z0 m be seeded and those areas to remain uncovered shall be submitted to the O ,f _J_ v w J O Project Manager.The Project Manager can require seeding in additional * _moo PERCENT COVERAGE: areas In order to protect surface waters, adjacent properties or drainage �1-z x 3,133 / 12,180 = 25.7.Y facilities. SHEET G. Penalties for an Erosion Control violation are subject to a$300 to$1000 FLOW 4.5' 1I 0 o7 fine under Chapter 17.66-Penalties for Violation.Each day Is considered a 0 LOT 17 d arcn¢ x ipr different violation. w mad I FF MAIN:320.00 FF UL:330,00 x JORM DRAIN SFR(P) 4 toNry� I x EASTERLY • •o x 10'SIDE'BUILDING Ct m Olre 7- Tee Yxe O I T i8�-- •�-�.- v-- SETBACK LINE 0 16--- T <PIP.* 'Y.' F'nPb net 1-7.-m -1 0 ....r WESTERLY I rench X-section 0'SIDE BUILDING J D S —' j GRAPHIC SCALE I SETBACK LINE COVERED x 6 0 3 6 12 r y O o PATIOI cci (P) CHECK DAM PER BMP " " " , j___C207:CHECK DAMS, 12.00' + I ( IN FEET ) AS NEEDED, \\J� — Honz. Scale. I Inch = 6 Feet r<w � x i rx� f „A�. o it — — —40.00' — 5aoo 1ooD' � 20.00' !_ I THE ORCHARDS PUD ► , I ROSARIO CO-2 Plan View of Roof M —r , i 3-CAR GARAGE LEFT aAr to ccu= NBMP C121:MULCHING&T5,13: SOUTHERLY ) } — O' 0 POST-CONSTRUCTION SOIL 20'REAR BUILDING BMP C121:MULCHING&T5.13: x aFigure III-3.1.8 QUALITY AND DEPTH(TYPICAL) SETBACK LINE POST-CONSTRUCTION SOIL P.PerfPerforated Stub-Out Connection QUALITY AND DEPTH(TYPICAL) I N DEFARTrant OF HOUSE PLACEMENT EXHIBIT ECOLOGY e-,,,e roe/y:M1»q as pdryy,FM E,'rs'Vq Mr,M dq',wry I Sine ar'A'a.n r9:an tM a et 4 Eve nu a-d Ev nu 0 J SITE x 201e5tomnvarar Management Manual for Western Washington . _ 1 ii.) "r)- iv. . ;) I I t 6 t �'. LOT 17 - P124000 A VofurneIII Ohauer3-Page 455 fi' a I �'' x 1911 ORCHARD PLACE PERFORATED STUB-OUT F LI! t • I C ANACORTES, WA 0a CONNECTION DETAIL `,; JOB NO: THE ORCHARDS PUD LEGAL DESCRIPTION: i, DESIGNED: LG LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF 116.00' NOTE: DRAWN: SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE (Try 1'1•�O•L PROPOSED PERIMETER " ' S PLAN IS FOR HOUSE LOCATION DATE: 5 �' SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION TRACT "C" NGPE CONSTRUCTION FENCE ` , �oOHT E" ' LY• SEE BUILDING PLANS FOR 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY OF PER BMP C103 WNDOW, DOOR AND INTERIOR DETAILS'. SHEET 1 of 1 ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, \ PROPOSED PERIMETERSILT 8"WATERLINE(E) TEMPORARY ' � PROPOSED PERIMETERel � CONSTRUCTION SILT 1 ENTRANCE PER BMP FENCING(TYP)PER BMP C233 aMS s _ 4y \\ 111, FENCING(TYP)PER BkP C233' ll, C105(SIZE TO FIT) =� 41ST STREET \ (E) { ) EXISTING EDGE OF PAVEMENT '1 20'WATERLINE EASEMENT I RIVATE 6'STORMDRAIN E ss FORCE1.5 SANITARY SEWER \ ORCHARD PLACE ` ACCESS EASEMENT j ------ -----._ �D �. --- MAIN \\ ._ - -- - ............. . ,. ; - -- --- - -- --1-` - -- _. -- -- :c -- -3D P LANDED GENTRY o i - D w [� :I; HOMES AND COMMUNITIES w \ �.. 1 I z a -X X X X x x x--x—\ DOC� , t-� —_X--x x x x x—x X X x x x x x x x Tix w '� w a a w \ p C� p BMP C154:CONCRETE D w z / sy ` )40411( OctHOUT AREA OR TUB. x GENERAL NOTES a 0 a x II LOCATION MAY VARY. �`` I OWNER: 11:. I LANDED GENTRY a a ,` ` O " 504 E. FAIRHAVEN WM(E) FORCE MAIN POINT 474 '� p� 98233PROJECT SITE \ ' 1 I OF CONNECTION ` 98233 TON, WA ( QRCHARD (Lot 17) ✓ FH(E) ; x 1-(360)-755-9021 i I'-1 PLACE N. ! I ,s`ry \ I MAIN FLOOR AREA- 1,311 SF INLET PROTECTION PER BUILDING: ' ' C220,BLOCK&GRAVEL irr ?00600 p UPPER FLOOR AREA- f.804 SF 4N p I TOTAL FLOOR AREA- 3,115 SF ' / `� FILTER TYPE PORTLAND CEMENT BMP C121:MULCHING&75.13: LOT LINE$ACCESS P - `. CONCRETE DRIVEWAY O J U POST-CONSTRUCTION SOIL EASEMENT LINE OF ., • \ PROPOSED FROM EDGE OF C /// QUALITY AND DEPTH(TYPICAL) 'ORCHARD PLACE " GARAGE AREA- 718 SF �, \ r SSFM PAVEMENT TO GARAGE D O C- %I f SITE: na FLOOR(P) CID S.F.R. 2 \ _ .r7 p x �� , YD 1 ZONING: Google M YD `:I' P.U.D N tt l p SETBACKS: p` 10.00' —1\. I N1THSCITY GUIDL NES MPUANCE NORTHERLY INLET PROTECTION PER x VICINITY MAP 10.00 ��� < 20'FRONTBUILDINGN. SIDEYARDS MIN 10' 50.00' ���"!!! (SETBACK C220,BLOCK$GRAVEL FILTER TYPE I REAR YARD MIN 20' NTS • 1 0' LINE 20' t 21.00 -'— 10.00' FRONT YARD MIN 'i 1 BMP TS.IOC: PERFORATED SNUB-.OUT r x T 1 WALKWAY CONNECTION: 2' WIDE x f.5' (MIN) DEEP HEIGHT: MAX, ALLOWED: 35' 1 x- -10' LONG,- LEVEL DRAINROCK-FILLED - - ` _ PROPOSED:UNDER If, o TRENCH WITH 4" DIAMETER PERFORATED x • 1 COVERED PIPE FOR ROOF DRAINS, PER PARKING: 1 PORCH `� "PERFORATED STUB-OUT CONNECTION o+ PARKING SPACES PROVIDED= Ic IDETAIL; SHOWN NEREON AT LEFT. I x 3 IN GARAGE, 3 IN DRIVEWAY O ) �� 1 GF:318.50 PLACE SILT PROPOSED PERIMETER • `I 1 s FENCING ON DOWN I CONSTRUCTION FENCE ` STREAM SIDE OF x iii PER BMP C103 • — DS C S BMP C233LE,PER LOT 16 1111 �� LOT COVERAGE �/ �� J BUILDING AREA: 2,028 S.F. Erosion Control Notes for Residential Construction-City of Anacortes • . U GARAGE PORCH AREA: 134 S.F. _' (P) x PECK AREA: 96 SF, Co ` TOTAL AREA: 2,258 S.F. A. Eroslon Control Best Management Practices shall be In place per the 0zox �. SOIL STOCKPILE LOCATON It accepted site plan prior to any construction start. kit I� x LOT AREA: 12,180 5 F. B. The erosion control shall be Inspected once a day and modified to meet the III (D IA \ (COVER WITH PLASTIC Sao �y DURING STORM EVENTS) I PERCENT COVERAGE: surrounding conditions as needed. �� C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage Zz N x O 2,258 12,180 = 18.5% systems shall be cleaned to the acceptance of the City of Anacortes prior to v0 I LOT 1$acceptance of the project. 01L. D. Stabilized construction entrances and roads shall be installed at the am`z I I beginning of construction and maintained during the duration of the project. 4"STORM DRAIN may r x IMPERVIOUS COVERAGE Additional measures may be required such as wash pads to ensure that all S \- 4'STORM DRAIN paved areas are kept clean.No mud Is allowed to enter onto City streets. oo _ ` BUILDING 2,028 S.F. E. Any soils exposed that will not be disturbed for two(2)days during the wett. x I STEPS/WALKWAY: 23 S.F. season or seven (7)days in the dry season shall be immediately stabilized •t o GF:319.00 0 1 PORCH: 134 S.F. with the approved ESC methods(seeding, mulching,plastic covering, II-- o DS (� I I DErCryyK�E. 926�SF.PP 9 etc.) 1 x 1 vOPAZWAY. 3,�'o.F. Two(2)weeks prior to the beginning of the wet season(October 1),alldisturbed areas shall be reviewed to Identlfywhlch ones can be seeded In LOT 17preparation for the winter rains.Disturbed areas shall be seeded within one o __ I COT AREA: (1)week of the beginning of the wet season.A sketch map of ttxrse areas to o xO I 12,180 S.F. fY be seeded and those areas to remain uncovered shall be submitted to the FF MAIN:320.00 I IoPERCENT COVERAGE: Project Manager.The Project Manager can require seeding in additional CHECKDAMPER BMP FF UL:330.00 x3003 12180 = 24.7% areas In order to protect surface waters,adjacent properties or drainage C207•CHECK DAMS, SFR(P) U - -- - — 'facilities. AS NEEDED, } - G. Penalties for an Eroslon Control violation are subject to a 5300 to$1000Ifine under Chapter 17.66- Penalties for Vloladon.F2ch day Is considered a BMP C121:MULCHING&T5.13: x hPOST-CONSTRUCTION SOIL Idifferent violation. QUALIN AND DEPTH(TYPICAL) i NIN � xr I SHEET FLOW 'a = EASTERLY \ x 10'SIDF,BUILDING. <c • DS J SETBACK LINE z i'ihY�. i!�'' lwroa .44 far--PIS '1�'-rnaa„i J 7 x f :4-.... I • oI COVERED PATIO x N I (P) Trench X-Section L 12.00' ` I GRAPHIC SCALE x 6 O 3 6 12 • 10.00' 40.00' -..._ MI MI I• - "r..�. so No a 50.00 10.00' ' x ( IN FEET ) Horiz. Scale: 1 Inch = 6 Feet la 1CIre Irrto . el _ t -I -year Ka - 4 r ! LECOPY ' ri -- - --- - �l - - - __ __-_-_,-,------- WESTERLY THE ORCHARDS PUD zf__ —�� SETBACK LIN 10'SIDE E �� `04 i} ------ F1 x — ROSARIO (CO-2) Plan View of Roof "� ��CT-------------- . i w m:Cu: • --'-_---__ _ SOUTHERLY 3-CAR GARAGE LEFT Figure III 3.1.8 20'REAR BUILDING ip «1 Perforated Stub-Out Connection _ SETBACK LINE -�� - ' x HOUSE PLACEMENT EXHIBIT ECOLOGY BMP C121:MULCHING&T5.13: "'""'r.<7" ""'"nr<�sakhr+tr�rti .nrdd.q'"'nr,. POST-CONSTRUCTIONSDIL A<w•(Z'.hr,3: n tone.hJL4t S�nv • - 1-1 SITE PLAN - QUALITY AND DEPTH(TYPICAL) O 20 1 9 xCHECK DAM PER-BMR_ i) AUG 3 u LOT 17 - P 124000 C207:CHECK DAMS, 2014 Sr valet Management Manual fa Western Washington AS NEEDED. on _ t % ' x 1911 ORCHARD PLACE Vdurne«r_Gwen_Page 466 • ) I.- i - - ANACORTES, WA PERFORATED STUB-OUT ------- _-____________________ ---- - �-Tr f r �` t ' Ai. l A t t.o I✓ 4 r.- E� CONNECTION DETAIL • • • • • • • • • • JOB NO: THE ORCHARDS PUD LEGAL DESCRIPTION: t DESIGNED: LG LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED - - --- ------- - 116.00' NOTE. DRAWN: UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF --__ SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE --- __ ATION DATE: 08/22/2019 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION - TFACT "Crr NGPE CONSTRUCTION FENCEONLY EIAN 'BUILI G PLANS 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, WM., CITY OF PER BMP C103 NfNDOW, DOOR AND INTERIOR DETAILS SHEET 1 of 1 ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, _ LANDSCAPE NOTES: \\ `\ �. PROVIDE (I) TREE (EXISTING OR ADDED) PER > 203 WATERLINE EASH.�Nr 1,000 SQ, FT, OF LOT (12 TREES MIN, - VERIFY �\ ORCHARD PLACE f�` LANDED GENTRY LOCATION W/ BUILDER) W/ A MINIMUM 2" CALIPER sD -- SD— SO SD -- -so —r su • —= ,. r-So -% �!o E s A N n COMMUNITIES (PER CODE. TREES PROVIDED WILL BE A I .RNATEAccessEASEMEIT GE NERAL ERAL NOTES COMBINATION OF DOGWOOD, AL4SKAN CEDAR, ,tr O L VINE MAPLE 4 WESTERN HEMLOCK (VERIFY lI` - _ 116.00 _ _ so4 E ALYEJV �' euaa[Avcr+a� wA LOCATIONS W/ BUILDER). VERIFY TREES TO BE -. ; ;wm \ F (P) i iiO)-gas-902r REMOVED IN FIELD WI sum. IF APPLICABLE. �. • �. AaEA- ,,J11 sF PROVIDE LANDSCAPING IN A COMBINATION OF -� € �, r - SOD LAWN AND PERENNIAL PLANTING BEDS TO �'� 1„�e- 14 ` ,A,oRcw?�aucE \EASEMENT UNE OF v GARAGE AREA- 71a sp COVER A MINIMUM OF 20% OF THE LOT C2,436 SQ, /^� (- ' srs i 1 FT.). VERIFY LAYOUT WI BUILDER, 0LJ,t R. za+�rQ tV ,� .r .Pe) th �, MI SEIHAL7Ca DRIVEWAY , / �� ir ALL SMACKS M COMPUANCE (P) 20' DING • RIM CITY GU10LLMES 0' " �. SEfBI�CKUNE �`.� REAR YARD MI=EVAN'S MIN N -19.00 2r.00' — -- FRONT YARD MIN 20' iD.00 — __ __ _ — — -- — •Y _ _ _ — I ., 1 - ___ - - , - - - - _---------- MAXh�1d/T:ALLGMEA 35' - - g T _� ___ _. - — PROPOSED:!UNDER POtN;1! - N f T• P C SPACES PRON0f0� ` __�.___ J IN GARAGE 3 M ARIIEWAY 4 r" LOT COVERAGE 81111DhVG AREA: GARAGE PORCHAREA 13,#SF.i SF (P) 2O2E�C'IC AREA: 96 S.F. Z LOT S� 17 N LOT AREA: 1Z180 J N J.-T"`IL..=J(`� PFRQEIVT 12.180 " LOT 16 - LOT 18 z� �'2,,60 - ,as>t fU�� IMPERVIOUS COVERAGE ,'�. Emma &028 SF. ' S7EPSAYALA!WA Y: 2J SF. PQRL�1: 1,N SF. I I 0Ep1: 1j6 SF: HP I TOTAZ. .� h PERCENT COPERAGE: SFR(PI li:i. LOT AREA: 1` ,- , 1 *elkino 6 1 m, /01: ( 1 - , , . ,T .. ________ ) Ig , . .-. • t '1-�a 7Ct IF� 4- ---- sE,aAcrc urtE Li` z ' 'r, I I 0 269 N 1, -all — GRAPHIC SCALE ___ _ 6 0 3 6 12 40.00' moo, �_ - 1 1C100' F 1 L ii• ( t _ ��' _ I • �z :f,` 1f�1:, ( IN FELT I Honis. State: I hills = 6 Fiat T __ _ ._ _ - \ - - _. _._ _ - ---_ - - - - - L — — — .L�---= THE ORCHARDS PUD GCX ` _ _____--- � ___________- - ____; {}______---__ --------- - ------ ROSARIO (CO-2) ` 'B" ' 3-CAR GARAGE LEFT LEGAL DESCRIP770N: HOUSE PLACEMENT EXHIBIT LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED :1---------- 41444 / �, t UNDER AUDITOR'S FILE NUMBER 200501190126, RECORDS OF A��� C„� ,f� ' SITE PLAN SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE `'`�`— _ ` i LOT 17 - P12 000 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF _ - l tJ'�'� VE- tIP?) _ _ 1911 ORCHARD PLACE SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST. W.M., CITY � '�-- -....__ It ____ _ OF ANACORTES, SKAGIT COUNTY, STATE OF WAVINGTON, -----__ - 1, ___..____ • _ ANACORTES, WA — JON NIX THE ORCHARDS PUD 116.00' _ NOTE: DRAwt� TRACT "C" NGPE � DATE 07/17/2019 _-.__ " °R 1 of 1 \ B'WATERLINE(E) � a INES 41ST STREET 4V \ SA/ 6'STORMDRAIN(E) EXISTING EDGE OF PAVEMENT Sr \ ORCHARD PLACE 20'WATERLINE EASEMENT \\\ 30'PRIVATE ACCESS EASEMENT LANDED GENTRY z SD SD SD SD Dill > HOMES ,ti ND COMMUNITIES z a . o 2 w z sr GENERAL NOTES w > LOT LI E&ACCESS c OWNER: O a EASE NTLINEOF LANDED GENTRY a 504 E. FAIRHAVEN ORCH•RD PLACE GTON, WA PROJECT SITE ORCHARD I (L FH(E)ot 17) 98233 f i PLACE I ( 1-(360)-755-9021 s • I, ` - NOTES: . . . . C23 ` , ``+� , I. ALL WORK SHALL BE PERFORMED BY �= „• , . - . . y . . + /�i LANDSCAPE CONTRACTORS FAMILIAR WITH s ` t ` . , ` �� RESIDENTIAL LANDSCAPE INSTALLATION. C,Q,,9�e 0 /t�'�, 2. LOCATION MAY BE SUBJECT TO fi3 # I I r ADJUSTMENT IN THE FIELD BY THE + ` + LANDSCAPE CONTRACTOR. SHRUB AND ' • ` It • DRIVEWAY QpEL GROUNDCOVER LOCATION MAY VARY VICINITY MAP * y y • ` ` ` • Cfrler WITHIN THE DESIGNATED PLANTING BEDS. NTS • r • . ' �� ' W y W NO- 3. SUBSTITUTION OF PLANT SPECIES DUE PLANT MATERIAL KEYS G�0 R�� • / + + W + + * W W + + y + y y . TO LACK APPROVAL OF F VTHEAOILITY IS WNERS SUBJECT TO kb�‘'G • . • NORTHERLY ` REPRESENTTI. 25'FRONT BUILDING ` . , ` . 4. EACH TREE SHALL BE HEALTHY STOCK SYMBOL BOTANICAL/COMMON NAME QUANTITY SIZE ) - SETBACK LINE AND CAREFULLY PLANTED IN A 4\ WALKWAY THREE—FOOT OR LARGER HOLE IN TOPSOIL. Cornus kousa — Kousa Dogwood " (small to medium flowering frees) 2 2 Caliper • - I ra_-_ _ - _ -_ ---_ __ - " _ _ T _" 5.APPROPRIATELY 1REE5 PLANTED SHALL INCLUDEOA MIX I OF CONIFEROUS AND DECIDUOUS TREES. o r , *�� Cornus florida — Flowering Dogwood ,k COVERED nP TREES MAY BE PLANTED IN SOD LAWN TAW (small to medium flowering trees) 3 2" Caliper • PORCH I O ARP OR PLANTING BEDS. 6. EACH REQUIRED DECIDUOUS TREE SHALL `11 Cupressus nootkatensis — 04 j I �,�" • HAVE A MINIMUM OR TWO—CALIPER 4-- Weeping Alaska Cedar 3 2" Caliper W�� I - - - •n l WITHIN SIX INCHES OF GROUND AT TIME (small to medium evergreen tree) • I OF PLANTING. 0 Fraxlnus Lallfo/la — Oregon Ash + PR • 7. EACH REQUIRED EVERGREEN TREE SHALL (medium sized tree) P •1 2 Caliper 11414.. GE�� HAVE A MINIMUM HEIGHT OF EIGHT FEET ev�C� I AT THE TIME OF PLANTING, +fir Acer circinatum — Vine Maple 3 C'ep� • a OF SHRUBS AND GROUNDCOVER.PLAN77NG BEDS SHALL INCLUDE A MIX A (medium deciduous tree) 1" Caliper • I Cr GARAGE I, LOT. 18 9. EACH REQUIRED SHRUB SHALL BE 2—GALLON. Magnolia stellate — Royal Star Magnolia . ,p :: * I [ (small deciduous tree) 7 1 Caliper I 10. EACH REQUIRED GROUNDCOVER SHALL (---------, . .s„,),„.., .::.::,.,:,..„, * E I—GALLON. ., I 4 ' I 11 BTHE MINIMUM LANDSCAPED AREA /S 35 ` Z OF THE LOT. LANDSCAPED AREA MAY Euonymus alatus — Burning bush • , ��,I/,j i INCLUDE XERISCAPE ELEMENTS. • (medium shrub) 19 2 Gallonirf .... • �� �` , .,,, ,�` ,. ,„„: 4. Ribes Sanuineum — Red—flowering Currant I. , :.„,,J.,... ►� r I ' (small shrub) 8 1 Gallon ` G�pP�� 1F • ..:' Or 1 • I�J�G I • Vaccinium ovatum — Evergreen Huckleberry 0 j • * I �pP9' • LOT 17 0 ° R, 0 (evergreen shrub) 15 1 Gallon y y ' y ^ •k . W FF MAIN:320.00 Polystichum munitum - Sword Ferns ,u * + • FF UL:330,00 I E� I • 4 (small shrub) 72 4" Pots w b.• ` ` ���, ` ' SFR(P) G�pcN r- . . . . .. . . I Kinnickinnick z O * . + I (small groundcover) 60 4" Pots w / I z• . . . �o I = I G e� EASTERLY I— , vCC I #3\CY\- CO 10'SIDE BUILDING GQpP If SETBACK LINE Z e I • I I 1 II 0 0 • x a_ f _r_. , 0 RADIUS - 14"t -, - _AL_•_ ' �`�l/�� • U °.° COVERED 0 0 'Al`` 0 6 GRAPHIC SCALE 12 • PATIO • • • O z '17 Nizo• r- (P) I z O �/y 1/2' DIA. RUBBER HOSE + • N il z m m m FEET 1 PLAN VIEW 1 I N4 BAR. 3 PER TREE (TIP) • . 4> I W J Horiz. Scale: 1 I7LCh/= 6 Feet I 12 CA. WIRE, TVAST TO TIGHTEN 6�q� • PULL BURLAP OFF - - - - - _ _ . _ 1 — — — z o ..-1' eP * TOP 1/3 OF ROOT • - - -- -- -- -- - L- NOTES BALL WESTERLY • - ` THE ORCHARDS PUD 2" DEPTH MULCH AS SPECIFIED 4- 10'SIDE BUILDING ��l y . / - ' . ' ` ROSARIO (C0-2) PLANT TREES 1 FT. HIGHER THAN SETBACK LINE . 4 y . LANDSCAPE RETAINING . • DEPTH AT WHICH GROWN IN •, 3' WATER BASIN , SOUTHERLY NURSERY. L u�®;; 20'REAR BUILDING WALL,HEIGHT VARIES 2' ` ` �l - - TD 4',NOT TO EXCEED 4'. ` ` ��'� ` ` 6 0> CoP� 3-CAR GARAGE LEFT AVOD DAMAGE TO ROOTS. YARIES I 4- SETBACK LINE . . . AVOID ROO7BALL WHEN �6 1( �11 ` * ` * G 111 gPg�� • G • 4, * * +, * 1 ti I*1 #' PLACING STAKES. h• .:;;i2 • (` �,�iiiC;i4 Lk/ TOPSOIL PER *- " Ct�11 e SPECIFICATIONS HEREON. • ,. • • LANDSCAPE PLAN 1 ' �(� ��• SEE NOTES FOR PLANTING I 1N PUBLIC RIGHT OF WAY. M RECOMPACTED BID-BARRIER ALL SIDES • �OFg •- :::% LOT 17 - P124000 NATIVE SOIL FOR SIDEWALK G Pe' 12 BREAK SIDES AND BOTTOM OF PROTECTION FROM ROOTS. � G� G��r. �^ * - • 1911 ORCHARD PLACE PLANTING PIT TO ALLOW FOR Ct` 0w�'✓N al;. Q R..II:' •• 4. - ROOT PENETRATION. • • • tAv 0 0 G�Pfi�`t� ♦ • GGtiOP 0 0 I aP�`� :: : ��i , ANACORTES, WA TREE STAKING DETAIL • O M\s' ffi O f * 4 0 l�•�. • JOB NO: THE ORCHARDS PUD LEGAL DESCRIPTION: DESIGNED: LG LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF NOTE.' DRAWN: SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF IREFILE copy DATE: 10/31/2019 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION " 11 IRIS PLAN IS FOR HOUSE LOCAAOW 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY OF TRACT C NGPE 1N00W,,DOOR AND INPTERIOR FOR SHEET ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, 1 of 1 FLOOR PLAN NOTES : I. ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE. 29. TO COMPLY W/ 2015 WSEC SECTION R406.2, THIS HOUSE (3,041 5Q. FT.) - IS VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS. WILL NEED 3.5 ENERGY CREDITS. TO ACHIEVE THIS, THE FOLLOWING 40'-0" S OPTIONS HAVE BE SELECTED FROM TABLE 406.2: A- Ili 2. FRAME MAIN FLOOR EXTERIOR WALLS WI 104 5/8" 2x6 STUDS a 16" O.G. OPT. la (.5 CREDITS). EFFICIENT BUILDING ENVELOPE SEE NOTE 615 101-516" 5'-IIIt" 5'-0" 18'-i" - TYPICAL. FOR INSULATION VALUES. /- / / / OPT. 3a (1.0 CREDITS.): HIGH EFFICIENCY HVAC EQUIPMENT. USE GAS 5'-5I5" 5'-0" 3'-515" 2'46" -6 2' " 10'-115" 5'-1115" 3. FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5/8" 2x4 STUDS • 16" O.C. W/ FIRED / / / / / / / /FURNACE WI MIN. AFUE OF 94%. USE CHAMPION GAS FURNACE L ANDED GENTRY 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. (OR EQ. - VERIFY WI BLDR.) WI 95.5% AFUE. / 28'-0" / 12'-0" OPT. 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER HEADS 4 P.T. 6x6 POST, HOMES AND COMMUNITIES 4. FRAME UPPER FLOOR EXTERIOR WALLS WI 92 5/S" 2x6 STUDS • 16" 0.C, KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER 244 11'-615" 44' 2 TYPICAL TYPICAL. LAVATORY FAUCETS SHALL BE RATED • 1.0 GPM OR LESS. - - - OPT. Sc (Is CREDITS): EFFICIENT WATER HEATING. WATER HEATING SYSTEM + REVISIONS BY: 5. FRAME UPPER FLOOR INTERIOR WALLS WI 92 5/8' 2x4 STUDS • 16° O.C. W/ SHALL INCLUDE GAS WATER HEATER W/ A MIN. EF OF 0.91. USE MAVEN 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. NPE-)BOA (OR EQ. - VERIFY W/ BLDR.). UNIFORM ENERGY FACTOR OF .96, _ _ _ __ _ - _ ,., RECOVERY EF IENC F 99%. 6x10 HF42 u A 12 - 19 - 11 JR b. FRAME GARAGE WALLS W/ 2x6 STUDS • 16' O.C. (VERIFY HEIGHT OF 1 I I WALL ON-SITE PER AS-BUILT FOUNDATION) O. WHERE TOP OF SILL IN AN OPERABLE WINDOW OPENING IS LOCATED LESS I I 8 - 23 - 19 JR THAN 24° ABOVE THE FINISHED FLOOR AND GREATER THAN 12" ABOVE TH 1, PLUMBING WALLS TO BE FRAMED WI 2x6 STUDS • 16" O.C. SEE PLANS FINISHED GRADE OR SURFACE BELOW, THE OPERABLE WINDOW MUST HAVE I PATIO FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR A WINDOW OPNG. CONTROL DEVICE THAT DOES NOT ALLOW A 4" SPHERE 12'-0" a 8'-0" . 9 CLEARANCE) TO PASS THROUGH AT IT'S LARGEST OPENED POSITION(SEE IRO R312.2) I (OPT, COVERED) I Q' co r 8. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE I I 1 I 60610 SGD (TEMP.) I 9. DIMENSIONAL LUMBER TO BE HEM-FIR •2 TYPICAL UNLESS NOTED ® 1 80 L I OTHERWISE 5050 XO 1 W/ OPT. 6010 I (SEE NOTE °I6) 3050 SH © 3050 SH _ � AAN50C'LBBY_ - _ - \ \ \ ' \ \ \ \ 10. UNLESS NOTED OTHERWISE USE 4x6 FIF"2 HEADER IN 2x6 EXTERIOR WALLS w"•"'-11 ���� -IC✓ �� ICE _ _ �I I. ABOVE DOORS AND WINDOWS WI R-l0 (MN,) INSULATION. USE 4x6 HF•2 4x10 1-1F12 s CI 4x6 HF•2 © 4x8 HF°2 4 Cl 'I'e 4x8 HF°2 e Cl a�Y EX HEADER IN 2x4 TERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND 4x6 I-IF42 a C2, C3 / 4x6 IHP°2 a C2, C3 I ILL 4x6 HF•2 a C2, C3 WINDOWS U.N.O. BEAMS AND HORS. TO HAVE I I/2' MINIMUM BEARING .I'v p L" 'P TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER �,+ I I m IL- 14 SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) ' 1'I.I. 0 n GAS FIREPLACE I T ILL U U \ II. VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF WI FLUSH HEARTH l 1,13 N 4 d 1- GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET A4.1 = MANTEL 46" ABOVE _ I I ft. LL a Q' 1 �' STUDY/GUEST I m NOOK 1 = u I O -(Si 12. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, - - 10"-0" X 13'-0" 1 115 11'-0" X 10'-9" ' CO = O \ TOILET PAPER DISPENSERS,MEDICINE CABINETS,ETC. BETWEEN STUDS. - 1 IN 4x 4 -m �+ LIVING C ATE W! BUILDER/ FOR LOCATIONS 11 I IMx `t I�11. I61_4„ x 18'-3" 61 I,h \\ N /Y HIGH-DENSITY GYPSUM WAL.I.BOARD AT GARAGE/HOUSE CO' IIli, r \GARAGE BEARING WALLS,+ 5/5" TYPE-X GWH • GARAGE " ' ' " ' "I / l'-115 3 4' I1-91 I I II-YPICAL. WHERE LIVING SPACE ABOVE GARAGE OCCURS, STUD WALL BELOWYP. BD. AT CEILING W/ SCREWS • 6' O.C. IN FIELD AND ON „PIcaL bo" BY-PASS 34 I/2 HIGH 2x4 ►�4x10 HF°2 ( 10 MIN.) 20-MINUTE RATED DOOR 55 Y W/ SELF-CL G HARDWARE a OPT. CLOSET I 1 0ll I I i �' a 3 I / n HANG JOISTS SH, t ROD 1 4x4 POST III' KITCHEN I ' 15, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312, DECK RAILINGS cv ,, TO COMPLY IF DECK 15 30' OR MORE ABOVE FINISH GRADE (VERIFY ON-SITE), \ \ - II'-0" x 14'-6'� I n „ H 1 SIMPSON HU410 I I 16. EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO = Z 2-8 ,� 5-015 i BEAM TO BEAM r 1�1 • 1 COMPLY WI IRC SECTION 310.1 (VERIFY WI WINDOW SUPPLIER AND/OR m R/ > 4'-I" 3'-015" 8'-2" - r III ? I MANUFACTURER) ' D _ • / "� -- O p HALF WALL W/ HDWD. CAP (' I`J( In Q O ip Ii. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE I _ (0 u. B,L�TH 4x O HF•2 (2x10 MIN,) I11 Q O r. IRC CHAPTER II IS AS FOLLOWS: O = Z l f� �� (FLUSH W/ JOISTS) 1I Q O O SLAB: R-10 RIGID • PERIMETER 4 UNDER ENTIRE SLAB 61 I X _ \_ \ �r 4x6 eg POST W/ u (IF APPLICABLE) N 4 SIMPSONE I FLOOR: R-38 - 0 - I.., _ l) WALLS: R-21 (R•t0 MIN. • HEADERS, TYP.) 10'-0" M ' 1 SIDE OFACE4 T4*4 (�) all"P$ON /I N zl I SIMPSON ECCQ66 Ti O 6�x/36 POST I.ST416 (I E Q'I W l l (OR EQ,) I INT. BSMT. WALLS: R-21 (IF APPLICABLE) vu a c'c ° UP I- E••. RIG -5 SID-) 1 D ' Al I I Q FLAT CEILING: R-49(R-38 IF INSUL. DEPTH IS MAINTAINED TO EXT. SOW • m i v 2'-8" 'c1- H'I I I5"x24" CRAWLSPACE OUTSIDE FACE OF EXT. WALL) N 1 M4 \ \ \ r \ OI 1 ACCESS OPENING VAULTED CEILING: R-58 L0 \ \ \ I` Q DOORS: U5,200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT) '1 I -' " - - - - - - - - - ��- I B -' WINDOWS: u•.28o Max. I r X „ - OPT, ARICH _ I _ r NWT 5'-81i 15-315 REFS. •t GLAZING: 406.5 S.F. • 13.1% OF FLOOR AREA - 1 4 / \ x SKYLIGHTS: U4500 MAX. .i 'I I _ ,: _ N. PLATFORM IB SEE NOTE •13 ; �q FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY WI BUILDER) 80 L�I I Z , LL in , '' - - \ \ REFER TO 2015 WSEC CHAPTER 4 + IRC CHAPTER II FOR VERIFICATION OF I I(l�t,�, Q 4 ASV. CONC, SLAB 3 4 �' m PANTRY I THESE VALUES IVj. 3'-O' II Ip- ^ IIL^ 3'-0' (SEE NOTE °21) x b" OPT. BUILT-INS N = OPT. II 13 U \ s OPT, 4 0 SHELVES IS. MINIMUM REQJIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS PULL DN. 'I I Z Q = - X BOLLARD . x• 1/300Ih OF ATTIC AREA): 4 _ 1 1 4 _ , " \--- (CALCULATED , " , u COASTAL 1 STAIR II IQ_ 4 W CV Q SEE NOTE •14 i 6 61 / 4-101 1-7 MIN. REQ'D, 930.42 SQ. IN. r ATTIC ACCESS 'I IL I - ACTUAL PROVIDED: 1,105.60 SQ. IN. I !I II is. to 14 lc VENTED BLKG.: 301.60 50. IN. (32 • 9.425 SQ. IN, EACH) LU Qi u- RIDGE VENT: 804.00 SQ. IN. (61 L/F • 12 SQ. IN. PLF) I I ! I 'I Ioa J <\ COASTAL 2 I I �� I ,III U- Ia S30.42 SQ. IN. - I 1 ! I II IA ACTUAL PROVIDED: 1301.54 SQ. IN. 9 I/ L 1 I 1 6X6 VENTED BLKG.: 144.585Q. IN. (16 • 9.425 SQ. IN. EACH) ' Fit. _ _ POST - u'_ M �' RIDGE VENT: 288.00 SQ. IN. (19 L/F a 12 SQ. IN. PLF) 11.1 F+' - SIMPSON OFFSET• - - 5 I/8X21 GLIB 24F-V4 DF/PF 4 Y '^ ROOF JACK: 269.36 SQ. IN. (2 • 38.48 SQ. IN. EA.) e %•' - - \ - ----- ° -- - -} �y n U FLEX ROOM `► GLTS (OR EQ.) SIMPSON , COASTAL 3 Al I - in -J Q 11'-8" x 14'-0" MIN, REDID: 930.42 SQ. IN. (n - 3 CAR GARAGE 'I i ECC066 Q _ 0 _ ACTUAL PROVIDED, 1,040.40 SQ. IN. r " ' " II Z (OR EQ.) `T . 2 CAR GARAGE N Q 10'-0 x21 6 I m „ „ VENTED BLKG.: 452.40 SQ. IN. (48 • S.425 SQ. IN. EACH) r a J 20-I x 23'-6 ENTRY �, RIDGE VENT: 58S SQ. IN. (49 L/F • 12 SQ. IN. PLF) I \ \ f / I I� �0- d n QI _ \ OPTIONAL PATIO ROOF ADD: I • / D 0 ' eziX IL MIN. REQ'D., 46.08 SQ. IN I • \ I cl l Z 4 ,� 0 a ACTUAL PROVIDED: 164.55 SQ. IN. • / I I F _ ' M VENTED BLKG.: 56.55 SQ, IN. lb • 9.425 SQ, IN. EA) I • / III IQ, A w - I I n 'a - VENT-A-FLASH: 108.00 SQ. IN. (12 UP • 9 SQ. IN. EA.) I x I .1 1 V = 9 Y I - I MY [2._ OPTIONAL D.: GARAGE: I / N II l� LLMN I r" MIN. REQ'D.: 101.80 9Q, IN. i III 1 Qi I I 4x6 HF*I 4x6 HF•2 4x6 HF•2 ) (.,c 1.,:. ((hail \y/ Idi 7 ACTUAL PROVIDED: Cl + C3: 214.25 SQ. IN.: C2: 256.04 SQ. IN. I 1 m LL x - I �JI _ '�_ - __ _ - \ \ VENTED BLKG.: CI + C3: 94,25 SQ. IN. (IO • 9.425 SQ. IN. EA.) /i�x10 HF°2 , GI t G�3, I I -(2/37.75 �-7 -- - - - 9� C2: 119.08 SQ. IN. (IS (19 L/F • 12 SQ. IN. EA.) 4x8 HF•2 a C2 1 I I �l K5 - - w - •-_ RIDGE: CI + C3: 120.00 6Q. IN. (10 • 12 SQ, IN. EA,) \ \ �J� �� 1 © , SO L 2 PW I a ROOF JACK: C2: 16.96 SQ. IN. (2 • 38.48 SQ. IN. EA.) = W 6'-0" x 1'-0" OVERHEAD 5 I15x21 GLIB 24F-V4 DF/DF a OI. I PORCH '¢ O /�11 Q 9 GARAGE DOOR 5 I/Bx16 1/2 GLB 24F-V4 DF/OF • C2 t C3' 4" CONC, SLAB 1 3 AUG 3 `V y IPW _ IS. SEE ELECTRICAL PLAN ON SHEET ELI FOR LOCATION + SIZE OF \ N �- \ \ \ \ - II- .T- I \ \ ;' .j - EXHAUST FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/THE = I6'-0" x l'-0" OVERHEAD GARAGE DOOR I I _ , STATE OF WASHINGTON VENTILATION + AIR QUALITY CODE + IRC MI501.4 „ „ �� 9 W I • ARE AS FOLLOWS: 1'-51 8'-0 64'1 , oxl0 HF 2 (COASTAL 3: CLEAR-SPAN__I Q / A // m iN 2 PW r 1- 6x10 NF°2 _1 N m i I. ! KITCHEN: 100 CFM RANGE HOOD `� 1L81C1� I[i Gym 24F_-V-,4pp/QF1 _ 44 LAUNDRY: 50 CFM 80 CFM RECOMMENDED) / ID'-0 / \ - I i - - - ,�- ------- -�-- --F �4 . , _. BATHROOMS: 50 CFM C80 OEM RECOMMENDED) ** NOTE: ALL FANS ON 2O-MINUTE TIMER TYPICAL. ELECTRICIAN TO D4 P.T. 6x6 POST WRAPPED PER VERIFY INSTALLATION OF GEC) OUTLETS IN ALL WET AREAS. VERIFY 6-1 BUILDER. 3 TYP. (COASTAL 3: TYPES 4 LOCATIONS OF ALL ELECTRICAL FIXTURES WI OWNER AND/OR 6 244'�/ '-IO" I 12'-2" Se ADD 16° x 16" MASTIC-APPLIED BUILDER 20'-6t" 19'-5I5" STONE VENEER COLUMN BELOW 20, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS / / , „ �� , �� �� , „ t OMIT CENTER POST) ROSARIO TO THE EQUIVALENT RATING OF THE INSULATED FLOOR,WALL OR h ��� GARAGE OPTION / 3-3v4 ^� 3-6%i / 4-2 x, 3-��b / 4-4a6 CEILING THROUGH WHICH THEY PENETRATE 3+ 2,-6„ 16-0„ 2,-6„ b'-IC" 12,-2„ / / / / / 21. MOUNT NWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC SECTION MI301.3. SCALE: 1/4" = II-0" ADD 225 SQ, FT, STRAP HWT TO WALL PER IRC SECTION M1301.2, PROVIDE OVERFLOW PAN + /___ 21'-0" / I9'-0° PIPING PER IRC CHAPTER 28. INSTALL T • P VALVE 4 PIPE TO EXTERIOR 40'-0" TERMINATION 22. WHOLE-HOUSE VENTILATION PER IRC MI501.3. WHOLE HOUSE FAN LOCATED IN MAIN FLOOR PLAN LAUNDRY ROOM (VERIFY W/ BUILDER) 23, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/5/8" MAIN FLOOR PLIAN NOTE: GUM AND PROVIDED W/ WEATHER STRIPPING GASKET SEE ENGINEERS NOTES 24. FIREPLACE TO BE 'SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT SCALE: I/4" = 1'-O" 1,311 SQ. FT. AND DETAILS, SHT, S-I aLEAST Co SQ. IN. AND PROVIDE READILY OPERABLE DAMPER. INSTALL JOB NO.: ROSARIO GAS FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND PER CODE DESIGNED: LG 25. 12 - 16° FIBERGLASS FACED GB BACKER AT TUB/SHOWER SURROUND TOTAL: 3,115 S,F, W DRAWN: TP GARAGE: 493 S.F. 26. PROVIDE MINIMUM OF 22" x 30" ATTIC ACCESS W/ MINIMUM OF 30° HEAD FRONT PORCH: 134 S.F. DATE: 11/02/2017 CLEARANCE. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION REQUIRED SACK PATIO: 96 S,F, SHEET 21. PROVIDE PARTICLE BOARD UNDOENT AT VINYL. COORDINATE 4\ -3 . 1THICKNESS W/ OTHER FLOOR FINISHESSHEST TO PROVIDE SMOOTH AND LEVEL TRANSITIONS 28. USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING see a a as a LINE OF OPT. ROOF BELOW ao'-0" 1 I LANDED GENTRY / I HOMES AND COMMUNITIES / 121-1" / 2'-8" / 12'-315" I 12'-51," / / 6'-614" 6'-0S4" / 6'-O" 6'-315" / 6'-0" 6'-51,5"le / REVISIONS BY: 12 - 22 - I1 JR 5050 XO 5050 XO I 5050 XO (SEE NOTE •16, Vair (SEE NOTE °16, 1 (SEE NOTE "16, 5 - IO - 19 JR SHT. A3.1) © SHT. A3.1) SHT. A3.1) �\ 1 �� �' \ 8 - 23 - 19 JR 4x8 HF°2 J 4x8 HF02 4x6 HF'2 1 (USE 5046 XO "p 1 IF OPT. PATIO 4 N I ROOF IS USED) Q 10 M 0. ILL_ T \ ID 0 1 ' = U I n BEDROOM '4 k+ r Ili BEDROOM '3 ' BEDROOM '2 -= 1,4 12'-1" x 12'-2" `, 1 N 12'-0" x 12'-2" - 12'-0" x 11'-5" I 1 �\_ \ II-115 • 11'-l1�" 3'-lit" / 8'-8" 3' 116" / 3'-4" 9'-ilt" 3'-9" l' 10'h" Q / 4' ISfi" 4' 61'2" 4 5'2 BPASS' BYi l m \ 12" BY-PASS -u \ \ \ p._ \ _\ `� l2" B7-PASS CLOSET '�yJ19 B- rugMASTER m 1 `Ocm 4CLOSET m SHELFtRODT"Wf a Q Y rA BATH - \ SHELLF t ROD ( ) SHELF 1 ROD NCf \ \r = in Q r _ Oo r i a' ��// ,n ;b� r8' 8" \ 3' l " 3 11�" 2 8rBAT} OU x 2' Ss5"X m 3-� 3 Ih �_ 72 v == MAS-ER / ,' / `" I<�O O \ J f O U BA-H z 4-I' 8-81g / in 6'-2 / 4'-8 1 b'-SYi Zn 7' \ 42" HIGH WALL W/ HDWD. CAP m p="I 612_8 Tie 4- � H WALL W/ HDWD. CAP\ +1 }1.,:i 0 4) p O \ _ 9 O 22 x30 = izil p m P �� - z _ 3 - z J 9S; DN. �o Q, R SERS -Y0 = ATTIC ECH. ryz 'V -r GN. 16 EGA. FIBERS :a- COi ,� ACCESS _ _ J \GAs 4-i15' SEE OiE •1m-'eui" in (SEE NOT I . i 1 / \J Q ! vQ �� I - U 42" GHWALL 2'_8" �/ `� FURN. _1- p X _ ' › 2(.8 42 HIGH WALL 1 Q ' 3 a Q I rjj < 8" '- 1 = O N ��t ' Q I _ ' W/ HDWD. GAP �,+ - 'ti N '� W/ HDWD. GAP v r c9 I to CI m nOUx e I / I O SHE:L1 t RO 3 = =1 U QQ� m OPT. 5'-O'�`t 1 R I \ R /F iv I OI ON. ENCH DOOR, E Et_OWl i " " \ \ O I ID 60° BY ASS \ Tsi WI I _ - - - - - I�t 1 = 1 O I \ OPTIONAL BAR r 101 di (NH- � PI ml I m 44 W 1 — '3 ..- / l'-10" i 2'-41i" 3'-11" / 5'-1115" / I6'-l" b'-lli" I 4'UI O 11-Olfs" 1 3'-31i" 3'-9y5" LAUNDRY 3 • 01 _N i �n LAUNDRY a + z1 ftI ( .A / ! i IYI OX U- „, X -4' -4 -a1 UI O I U1 �O S. J1 au z O • in -21 I ^ O U1 _ ON=Vx r�W p .-- , 4L V.T.O. - m1 Nis:ox I )- c`oI U Q ZI J ON I J J 4 1 9 N 'cam- \ VAULTED Y OI Q Z 4 O SHELF 4 ROD " 01 O=LL �I U SHELF 4 ROD FAMILY r� 0.1 I r , I I I8"-8" x 15'-II" �i 1 p -Ti' rIJ J 1 O 2 Q OI 7 • It 414 0 1 I u- _ C—V I 7rri I I = ,I OI Co O 7 ?I O I ?8i I O I 9 I I 8., I0 m 1 WI `� I U I �O 7I X=� VAULTED 1 i f p 1 z1 Q J1 -v 1 1 u. MASTER BEDROOM I o v 1 WALK-IN I a I '---0 13' 4" x I�'-11" WALK-IN I u; I O = VAULITED MASTER BEDROOM 1 CLOSET I a 1 R= I - - 1 CLOSET I a 4x6 HF•2 4x6 HF°2 I 4x6 HP2 1 13' 4° re-a" p I 1 N I I 1 al 10 \ II 11-II IL—L \ \ \ 1 , I et I I I N 1 ip of I I 3060 SH 3060 SH © 60610 FRENCH 1 1 in I . I I I I < I I (TEMP.) (TEMP.) ® DOOR (TEMP.) LII -.2.' r - = L _ I =• I I I = I I (SEE NOTE 016 t °30, 71 Q I � I i I �I I 12 SHT. A3.1) a) 0 a tr„,..1 - 4x6 HF°2 4x6 HF°2 4x6 HF•2 4xb HF°2 4x6 HF°2 4x6 HF•2 4x6 HF°2 4x6 HF•26 XI \ \ I;) (..., \\17 Ps(3)3060 SN (TEMP.) 2020 PIC. \ \ _ \ (3)3060 51-1 (TEMP.) W 2020 PIC. I'f;' COVERED E (SEE NOTE °I6 t °30, SHT, A3.1) (6'-0" HDR. Hat) _ (SEE NOTE °I6 4 °30, SHT. A3.1) I row (6-0 NDR. HGT.) 1= BALCONY E f, ' AUG 3 0 2019 / 3'-Ice 3'-41i" 3,-41fs" 31-6" 3'-21? 3'-8" / j,2as" 19'-0" 2 P.T. 6x6 POST t a 14'-I1(i" 6'-IOlh" 20'-6-9" 19'-Sit WRAPPED I L,_ ,, / / / / / PER BUILDER. / 21'-0" / 3'-1015" / 3'-415° 3'-41�i° 3'$" 3'-21s" 3'-8" 3'_34" 3'-415" 6'-01,c 6'-3%" 2 TYPICAL yy J tt Att,4 i d t= �. .- 14'-Re 6'-1015" / / / / 21'-0" / 191-o" • MASTER BEDROOM OPTION 40'-0" SCALE: I/4" = II-0" ROSARIO UPPER FLOOR PLAN SCALE: 1/4" = I'-O" 1,504 50, FT, UPPER FLOOR PLAN COASTAL 2 & 3 NOTE: SEE ENGINEERS NOTES AND DETAILS, SHT. S-I JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 11/03/2017 SHEET A.3 . 2