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Home My WebLink AboutBLD2023-01503 Detached Garage with Bonus Heated Area - BLD Application - 7/23/2024 Permit No: 8LUL 5'01,_5 3 MASON COUNTY RECEIVED COMMUNITY DEVELOPMENT Permit Assistance Center,Building,Planning 1 4 2023 BUILDING PERMIT APPLICATION 615 W.Akier Slyest r PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Dam Williams NAME:Chet Williams Construction Inc Z MAILING ADDRESS:I2126 SE 284th Street MAILING ADDRESS:12126 SE 284th Street CITY:Auburn STATE:WA ZIP:98092 CITY:AubumSTATE:WA ZIP: 98092 PHONE#1: 206-713-0984 PHONE:206-713-0694 CELL: 206-713-1201 PHONE#2:206-713-0540 EMAIL:cwcfield-office(achetwilliamsconsttuction.com EMA1L:danholwill(@4comcast.net L&I REG# CHETWC•2IOMi EXP. 12/31/2024 PRI[NIARY CONTACT: OWNER❑ `CONTRACTOR ❑OTHER ❑ NAME Troy Williams EMAIL cwcfleld-office@chetwilliamsconstruction.com MAILING ADDRESS 12126 SE 284th Street CITY Auburn STATE WA ZIP_98092 PHONE 206-713-0694 CELL 206-713-0694 PARCEL INFORMATION: PARCEL NUMBER(I2 Digit Number)122294400020 ZONINGRR5 LEGAL DESCRIPTION(Abbreviated)TR 2 of GVT LOT 6 TAX 41 I-E FIRE DISTRICT North Mason County#2 l SITEADDRESS151 E.Nelson Rd CITY Allyn DIRECTIONS TO SITE ADDRESS:From Mason County Building:Take WA-119 SN Lake Cushman Rd to US-101 S in HoodspoM Tum right onto US-101 S continue on E.Brockdale Rd.Take McEwan Prairie Rd to WA-3 N Turn left on WA-3 N.continue on E.Grapeview Loop Rd,drive E to Nelson Rd. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NON SNOW LOAD:24LPsf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check dl that q4*): SALTWATERN LAKE❑ RIVEWCREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW a ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Reskhwm,Gmage,CommercPd BW Etc.)��yArsa 91et ;ru Cir rry IS USE: PRIMARY❑ SEASONAL® NUMBER OF BEDROOMS 2 NUMBER OF BATHROOMS 3 HEATED STRUCTURE? YES(►{'hole Bldg/❑ YES(Partlsl oJBW■ NO❑ DESCRIBE WORK new Range with storage and bunk rooms(2),3 bathrooms(2 with showers),storage and a covered deck. SQUARE FOOTAGE:(pypaseo 1ST FLOOR 1160 sq.ft. 2ND FLOOR 1526 sq.fL 3RD FLOOR Attic sq.& BASEMENT sq.& DECK sq.ft. COVERED DECK 408.80 sq.& STORAGE sq. OTHER sq.& GARAGE 2200 sq.& Attached Detached CARPORT sq.fL Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES i NO❑ Ijyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES 0 NO❑ EXISTING SQ.FT. EXISTING BEDROOMS 0 PROPOSED BEDROOMS 62)e' TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permitlapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON C, COUNTY CODE 14.N.42) x wcwe'i� 10-19-23 Signature of OWNER(Must be signed by the OWNERI Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Permit No: 3' MASON COUNTY ECE�VED COMMUNITY DEVELOPMEN Permit Assistance Center, Building, Planning UEC 14 2023 PLUMBING & MECHANICAL PERMIT APPLICATION 615 W. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Dan Williams NAME: Chet Williams Construction inc MAILING ADDRESS:12126 SE 284th Street MAILINGADDRESS:12126 SE 284th Street CITY:Auburn STATE:WA ZIP:98092 CITY: Auburn STAITWA ZIP: 98092 1st PHONE:206-713-0984 PHONE:253-631-9840 CELL:206-713-0694 21 PHONE:206-713-0540 EMAIL : cwcfield-oft-icena,chetwilliamsconstruction.com EMAIL:danho1wi1I*,comcast.net L&I REG#CHETWC*210Mi EXP. 12/31/2024 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):1222sa M20 Zoning R5 LEGAL DESCRIPTION(Abbreviated): TR 2 of GVT LOT 6 TAX 411-E SITE ADDRESS:151 E.Nelson Rd,Allyn,WA%524 CITY: Allyn DIRECTIONS TO SITE ADDRESS: From Mason County Building:Take WA-119 S/N Lake Cushman Rd to US-101 in Hoodsport. Turn right onto US-101 S,continue on E Brockdale Rd.Take E McEwan Prairie Rd to WA-3 N.Turn left onto WA-3 N,continue on E Grapeview Loop Rd.Drive E to Nelson Rd. TYPE OF JOB: NEW=ADD=AL'I=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS—1 ST FLOOR[]2ND FLOOR®BASEMENT=GARAGE[S]OTHER= PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS T)W of Fixture Ng.of Fixtures Fees Fuel Type:Electric=I.PG=Natural Gas=Ductless=1 Toilets 3/ jae of Unit No.of nits Fees Bathroom Sink 4 Furnace _0 Bath Tubs 0/ Heat Pump _1 Showers 2 Spot Vent Fan _ Water Heater 1 l Propane Tank _ Clothes Washer 1 Gas Outlets _0 Kitchen Sinks 0 Woo&Gas/Pellet Stove _0 Dishwasher 0 / Kitchen Exhaust Hood 0 Hose bibs 2! Dryer Vent _1 / Other 0 Solar Panel 0 Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor.I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVA DATE THE APPLICATION. X lc�� 10-19-23 Signature of Owner Date DEPARTMENTAL REVIEW AP ROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT S PLANNING DEPARTMENT FIRE MARSHAL Rev: 1/27/2016 JBN MASON COUNTY COMMUNITY DEVELOPMENT Permit Assistance Center, Building,Planning These requirements apply to all IRC building types, including detached one-and two-family dwellings and multiple single-family dwellings(townhouses). Contact Information Project Information wners Name: Dan Williams Site Address: 151 E.Nelson Rd,Allyn,WA 98524 Mailing Address: 12126 SE 284th Street Auburn,WA 98092 Parcel Number: 122294400020 Square Feet(total): 3,360 s.f. (�' ^n O lJ M I r^� Ventilations Compliance: ` dWhole House Ventilation system 0 Whole House Ventilation using exhaust fans&window or wall Integrated with a Forced Air fresh air vents(M1507.3.4) System(M1507.3.5) Other,describe: Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1- Insulation and Fenestration Requirements by Component,Table R406.2- Fuel Normalization Credits and 406.3- Energy Credits. All Climate Zones(Table R402.1.1) R-Value a U-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC be n/a n/a Ceiling° 49 J 0.026 Wood Frame Wall g h 21 int 0.056 Floor 30 0.029 Below Grade Wall`,' 10/15/21 int+TB 0.042 Slab d,I R-Value&Depth 10,2 ft n/a R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21+5TB"means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall."10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. Prescriptive Path—Single Family 2018 Washington State Energy Code-R For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1.If foam plastic is used,it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400,log walls shall meet the requirements for g climate zone 5 of ICC 400. Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 1 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding S,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table,review the details in Table 406.3(Single Family),on page 4. Summary of Table R406.2_ Heating Credits-select ONE Options Fuel Normalization Descriptions heating option User Notes i Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump° ;_ 1.0 3 Electric resistance heat only-furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 �- 5 All other heating systems -1.0 Energy Credits-select ONE Energy Credit Option Descriptions energy option from each Options category d 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 Q' 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1' High Efficiency HVAC _ 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.68 High Efficiency HVAC 2.0 Prescriptive Path-Single Family 2018 Washington State Energy Code-R II 4.1 High Efficieng HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ 5.1° Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 FUT 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.10 Renewable Electric Energy(3 credits max) 1.0 ❑ 7.1 Appliance Package 0.5 ❑ Total Credits J a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger,may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)orC403.3.2(5) c. Equipment listed in Table C403.3.2(1)orC403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S.Option 5.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually,up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path—Single Family 2018 Washington State Energy Code-R !I I Name .1�C.l� \A�\`1 Q`M5 Parcel# i a as 9 y y 60o ao BLD# Mason County Department of Community Development i Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. 5 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. I I 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width Area *All dimensions in feet Buildings 56' X 60' 3,360 s.f. X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) s X = Driveways 200' X 10, 2,000 s.f. X = Length of drive begins at the right of way i X = Parking Areas included X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks 0 X = X = Any paved, gravel or packed area per definition above table X a s Others 0 X = X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area sum of all areas 5 160 I If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. I Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- describ d property fo rev' w and inspection as may be required. a X Owner/Agent/Contractor circle one Date: 10-19-2023 If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign f the information provided on page 2 of 2. Pagel of 2 Name Dan Williams Parcel # 122294400020 BLD#�?093'��D?� Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) X The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 100 W PUBLIC WORKS DR SHELTON, WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 615 W ALDER ST SHELTON,WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- describe roperty for review and inspection as may be required. X aeke;ta Owner/Agent/Contractor(circle one)Date: 10-19-23 Page 2 of 2 8 7 6 5 4 3 2 1 REsrAXE AAG [mrWc sf[rMnu A.BRo rr' ti-ax BWWRN[« WTA : - -- T -- ------ _SM'E----------- _ T _..____-._ _«.VS......... ..xyyl( r -, 1 E.NfL50N RD _ —�f i'� P.nDIIr I .,•......3.. ' I — _ _—__ —\ �•) SER I III D m NEWGARI 4• �`•' 2 ATTENUATION wEXan j I / l I �._ -,.4 �� sM'K'AB'E �rsB.%'.• __ LOGS ........................ ....___w«....-- ' — ..__ __—«_____—»-.............___-._r•-.•_____«____«__......___..____«-._./ — SOIL r — ' NEW 48EDROOM VICINITY MAP APPROX.EXISTING i BDRM ORAINEIELD EXISTING$fTE PLAN SEPTIC SYSTEM - - - -- -._-- -- -- - SCALE:NTS EwsTwc Ta EASEAIEM EAISIMGA'FASFMEHT C =P' S 89�45'40"E 70133' �pPO°ERI'`R't PRO f DATA C ♦,t DA1RFl fARAr tt L_______ fp(v.xWWw I ; --------------------� ---- --_.1T—MP. SIDE YARD ---.—..—..—..—..—.. .. - NG '•�-�'•.................}-.-y+ .NSM[WMY.WA UM noa M[A MMR ,mM ---- --__ rARa[MA•e[R iDxw000xP BDua. nrNr 1 i — / wn[fPwxr. xMaurlP t t uARLrcws[DR MrarRaWLxrnAru•�i[ J t EXTWATERLDIE + W"PROP NEWGARAGI;GAMU(TO !• 1 ! f 1 \ �APPRDYEO.WRn Kveu AtARn RJ- 1 xI BE I,•t � PIIRIISIOVSF .� 30'b' DFA(OLIs1ED I J �.. KWKIjLTFpNOENR' ' III Cu„xw� B DO.WATE L/E "EPuo ci... I fI{�URdww J § wwA u�x..oa Nrr I r r I i ii O tNCX '\ i e• II PNY6 +� SEE SEPTIC II, If LOCATION O- xaaouuonwwcw.rfA \'• Ex151Nc D-00— EHINPoE ABOV TwTNE ABOVE'' DETAIL APPROVED ') '•. "` °NYE°'"' •• fXlmwreRDE Rhonda Thompson 03/08/2024 t------------ -----' --------+---- ---- ---'--------------------------•'T-••--•-----it------ ' �i six vARD SE*EA«r IC r. Dien vEa�tr; •S 89"45'40"E 701.33' SEPTIC SYSTEM rRorfRrruNf '.. APPROX. IsiING2BDRM EH Setbacks Ixa-0. SEYS '. A.) Drainfield/Reserve requires 10'setback from footing/foundations B,)Septic lank(s)requires 5'setback from all footing/foundations A A C.)No foundation/Perimeter Drains within 30f1,downgradient of NEW SITE PLAN Drainfield/Reserve area D.)No Cut Bank(s)(greater than 511 and over 45 degrees)within NEW ADu 501t,down gradient of Drainfield/Reserve area ISI E NELSONRD,ALLYN,WA SITE"AN SCALE:1:20 S-1 1 8 7 6 5 4 3 2 1 g 7 6 5 4 3 2 1 LEGEND NATURAL SLOPE DOWNWARDS I------------ PERIMETER AROUND FOUNDATION SHEET FLOW THROUGH GRASS, --------_------; /PROPOSED EXPOSED AREA D GRAVEL AND NATURAL VEGETATION. PROPOSED SILT FENCING AS D —x—X—X— NEEDED O GRASS/NATURAL VEGETATION PROPOSED SOIL STOCK PILE COVERED WITH PLASTIC AS ONEEDED GRAVEL DRIVEWAY/PARKING AREAS � i I C c EXISTING BOAT HOUSE EXISTING 6 EASEMENT EXISTING 20'EASEMENT PROPERTY LINE TYPICAL S 89'45'40"E 701.33' .... .................................. ..................�........„....... ..............................................^................_................ ....................................._............................................................ ........................ ... ...... . ` ••-___ _`___`___- . ` _-_--`___`___`___�___-______�___�___`_____1 _ OVERHEAD POWER EASEMENT , •.' SILT. FENCE AS ` ` NEEDED ' • . . • W ---�--- ---�-- -'�--- -- • . • • • . __..—-s''.y�" E.NELSON RD •$;. • ,r .t ,. . w'\r xl r • CLEARNING • • • . �!: .. , —__- • • • GRASS AND ` 16 '•1 Y 4•+ LIAAITSFOR.ADLL •• +. ..I `•�� ` ! • `` NATURAL NEW • • • .�. .� i� �. t •. .M.`. VEGETATIONM .`�. •` I A� `.` `STORACA PROPOSED SOIL- AS 7t STOCKPILE z IIso, ` J I NEEDED, .`.`.` .�.� I*TMG XF Vk� •� COVERED WITH •6 ., . . . '. . . . . . . . . . .,, W .i. • . •� • . . •`• . eEILTDVED `w . . . • • . . ..r. 11 rung a . . PAD . . . . . • . 1< ` DECK . . . . • . . . . .,I '•(' Fr SHED :,:�• • . . . v • ..4 _..LV..-.: { ` ` EXISTING 1 -- GRAVEL DRIVE `'� . . . . 1 v� 11 ;. CABIN . • :V - AND ACCESS . . . . +'.. •I --...,....k.:.... ................ ... :......ri............;:..,. ........................................................_............................._........................ ....------w----.................................---................L.............. . S 89'45'40"E 756.96' EXISTING SITE PLAN SCALE: NTS N A i TRLE: NEW ADU 151 E NELSON RD,ALLYN,WA TESC PLAN SIZE DWG.NO. BEV D TESC-1 _ SCALE:I2D lHEII OF 8 7 6 S 4 3 2 1 8 7 6 5 4 3 2 1 EXISTING //��SEE PARRAI ENLARGED � BOATHOUSE �f11E PLAN ON THIS SHEET......«........ ........................... ....... ................. ... _.� ....... ....... .... •� .PROPERTY UNE TYPICAL.. .I • 1 (' \ I��I ... .......................................... «......... ...............................5894540E ........701 33 /';\ •' 1 t, : OVERHEAD POWER EASEMENT i --------------- ffFWr - -- = -- i - t- ---- - - \ - I E.NELSON RD PROPERTY '•_, D • 151 E NELSON RD , I ALLYN,WA EtISTING 1 ✓ G RAGE i CASE INLET DECK EXISTNG` SHED O !. CABIN , O •, i'' - .................................................:a.. .................._._...__..__........5...45'40.E . ..................._........... ..... ...«............................................................................I 89' i:' VICINITY MAP EXISTING SITE PLAN -------- - - - SCALE: NTS C EXISTING 6 EASEMENT j—EXISTING 20'EASEMENT . S ROPERTY LINE .89°45'40" E 701.33' - C JL� I / -P r..}.—.�.�. .�.�.�.�. .�.�.—. —.—.!�............. ...._.�.�.�.� L..c:.�.� PROJECT DATA I i• •• l ` OWNER: WILLIAMS,DANIEL SIDNEY t HOLLYANN ZONNING: RURAL RESIDENTIAL 5(RR5) _ ___________________________________________________________w________________________-___________ t \ •,---- 12126 SE 284TH ST JOAT -r------- '--�--------------- � .t� AUBURN,WA 98092-4004 DENSITY ONE PRINCIPAL RESIDENCE AND: �-�`OVERHEAD POWER EASEMENT • . t ', OFFICE(263)631-9840 ONE ACCESSORY DWELLING UNIT i i -- -- PROJECT ADDRESS: WILLIAMS,DANIEL SIDNEY t HOILYANN � � • • SIDE YARD SETBACK S m?'.`____________________________i^_____yT________ SETBACK: FRONT(25 FEET) p'� 151 ENELSON RD y� � !. ---------- -- -- -'—"—':—'---------'�--" .. SIDE AND REAR(20 FEET) y TEMP. �•. ' ALLYN,WA 98524 • ' ` MASON COUNTY,WA USA FLOOR AREA RATIO. I TO 20 � .i • 1 % i _ PARCEL NUMBER: 122294400020 HEIGHT: 35 FEET I 'Ls LEGAL DESCRIPTION TA 2 OF GOVT LOY 6 t TAX 411E ONSITE PARKING: 2 REQUIRED LOT SIZE: 2.90 ACRES i EXT.WAIN LRIE PROPOSED NEW GARAGE X Q I ji: f�. TER LINE STORAGE �) APPROVED SEPTIC LEGEND I � 7 E�STING %!' W :GARAGE(TO I it BE AUDIO-VISUAL ALARM PIIMPHOIISE 30 6" DEMOLISHED ; ER NEW S CLFANOUT A ---- ---------------- F--- BU LNG I B I EXT.WATER(INE TAILED) FRENCH DRAIN no GALLON P[&TRASN TANK I, DECK 18'-0 PARKING I�'%! !�+ Nu1NATER BNR-6W ATU TANK O PARKING 1,500 GALLON PUMP CHAMBER E NG 24'-4" OOD Q O VALVE CONTROL BOX . i DECK _ SHED GRASS ISLAND Jl 'I EXISTING Q 5.9 I CABIN 30--T O ,,� FI ', '1�• �'' '� DRIVEWAY �•�----------- ----- ------- � ---- --- ------ EXISTING FENCE • --- - SIDE YARD SETBACKS ---- - -- - - --_'r_ �. .�.�.�. .' 74'-0" (FIELD VERIFY) S 89' 45'40" E 701.33' PROPERTY LINE 102'-0" 110'-0" I85-p' N A A NEW SITE PLAN TITLE NEW ADU - - 151 E NELSON RD,ALLYN,WA SCALE: 1:20 SITE PLAN 52E DWG.NO. RFV D I S-1 SCALE:I:A SHEET I OF 3 3 ------ 2 1 8 7 6 5 4 3 2 1 CASE INLET / D � / HATCHED AREA REPRESENTS THE D I YELLOW AREA ON THE GIS MAPS FOR THE SHORELINE,MASON (/ COUNTY,WA I I EXISTING 20'EASEMENT IEXISTING BOAT HOUSE 1 S 89' 45' 40" E 701.33' .- • OVERHEAD POWER EASEMENT—� ___________________________ __________________ __________ ' 1 -- TEMP. -- — - % or BUILDING --f ;1 I GANEW RAGE,11 C , PROPOSED STORAGE t WATER ' EXWING !/ ,y. 'GARAGE IT ; O DEMOUSHE A R NEW FRENCH DRAIN . a 'r EAR114 O 1NdOD D ISLAND f CA N DRIVEWAY IDEYARDSETBACKS' � / LF LD VERIFY) . S 89' 45' 40" E 701.33' / 200'-U' PROPERTY LINE / SHORELINE AREA / i 1 I -- - - LEGEND: SHORELINE DESIGNATION AREA N i SURFACE AND STORMWATER RUN-OFF ROUTES A NEW ADU 151 E NELSON RD,ALLYN,WA SHORELINE ARE SURFACE WATER RUN OFF ROUTE D S-2 SCALE:20 8 7 6 5 4 3 2 1 ' 444 tiZ r ^gr k ^r 151 E NELSON RD iL --M .• Tf '