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Home My WebLink AboutBLD2023-00732 SFR - BLD Application - 6/28/2023 Permit No: �Q � MASON COUNTY COMMUNITY DEVELOPMENT JUN 2 8 2023 l Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: �- NAME: I1 �L J'Y1 P�.. J► NAME: MAILING ADDRESS:I WIX I U Y— C MAILING ADDRESS: CITY:TIVLbt'YlA ST TE: t ZIP: csLW5 CITY: STATE: ZIP: PHONE#1: 25ES— `i`lD I — 3 i 1 3 PHONE: CELL: PHONE# EMA L: EMAIL:_ .0 oipL&I REG# EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ ca NAME EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: G P Q�.1—L to-H 9 r PARCEL NUMBER(12 Digit Number) �� I 1 ZONING LEGAL DESCRIPT N(Abbrevi ) Ili G I Z FIRE DISTRICT SITE ADDRESS CITY DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO❑ SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall rharapply) t.1J SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEWX ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Fac.) IS USE: PRIMARY A SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Parr[sl oJBldg)❑ NO❑ DESCRIBE WORK nE,.L) SQUARE FOOTAGE:(Proposed) r n 1 ST FLOOR 1 sq.ft. 2ND FLOORr1n _sq.ft. 3RD FLOOR_sq.ft. BASEMENT 26 11) sq.ft. DECK sq.ft. COVERED DECK. _ _sq.ft. STORAGE[O 5 sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTU RMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MA MODEL LENGTH DTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWE / NEW, EXISTING❑ PLUMBING IN STRUCTURE? YES NO❑ If yes,attach completed Water Adequacy Forst PERIMETERNOUNDATION DRAINS PROPOSED? YES,,[ _ NO[] EXISTING SQ.FT. EXISTING BEDROOMS 0 PROPOSED BEDROOMS I'-L 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 permit/application 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 COUNTY CODE 14.08.42) X,/I Sig ature of OW R(Must be signed by the OWNER Date— DEPARTMENTAL REVIEW PPROVED DATE DENIED DATE TAGS/NOTES/CO[) BUILDING DEPARTMENT r PLANNING DEPARTMENT -2AAZ, FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: I i20 -L PERMIT ASSISTANCE CENTER. BUILDING •PLANNING .FIRE MARSHAL 615 W. Alder St-Shelton, WA 98584 www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax: (360)427-7798 Phone Belfair: (360)275-4467• Phone E/ma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:James P Byme NAME: MAILING ADDRESS: 1002 108th st ct e,unit 30 MAILING ADDRESS: CITY: Tacoma STATE: WA ZIP:98445 CITY: STATE: ZIP: Ist PHONE: (253)861-3113 PHONE: CELL: 2"d PHONE: EMAIL : EMAIL: Byrnebox@gmail.com L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): 122185000019 Zoning: LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS:-0.--rbergrd CITY:aryn DIRECTIONS TO SITE ADDRESS:end of cul de sac TYPE OF JOB: NEW x ADD ALT REPAIR OTHER USE OF BUILDING Residence LOCATION OF FIXTURES/UNITS—IST FLOOR 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.ofZixtures Fees Fuel Type:Electric4LPG Natural Gas Ductless] Toilets Type of Unit No.of Units Fees JJ Bathroom Sink 7 Furnace Bath Tubs z Heat Pump Showers 3 Spot Vent Fan Water Heater Propane Tank 1 Clothes Washer / Gas Outlets 2 'J Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood 1 / Hose bibs 2 Dryer Vent Other 1 (laundry sink) Solar Panel 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 permit/application 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 INVALIDATE THE APPLICATION. X_ 6/3/2021 Signature Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN Byrne Residence Mason County Parcel Number: 122185000019 This lot is currently.43 acres. Development plan includes a single family house with a detached garage and a semi porous driveway made of crushed rock and pavestone (refer to site drawing for locations). There is no known wetlands on the site and we are leaving as much native vegetation as possible towards the back of the site.There is also no significant slopes on the site as it currently sits. The proposed house is a daylight basement construction (2,100 SQ FT of impervious roof surface), the detached garage will total 875 SQ FT of Impervious surface and the main house deck will be 480 SQ FT of impervious surface.There is a rounded driveway with approx. 5,106 SQ FT. 561 SQ FT of this will be with pavestone and the rest will be with crushed gravel.This total impervious surface will be 8,561 SQ FT. This falls within the limits for small parcel drainage review. Please note there is a section on the form asking for driveway calculation. As our driveway is not a straight line and has an area in the middle with the garage (figured on another part of the form as impervious) as well as a section of pervious landscaping the above calculation is an overestimate of the SQ footage of the driveway, please see drawings attached with any questions. Stormwater flows will be dispersed through a mixture of ways to include vegetative flow and a dry well. To avoid saturating the soils near the foundation of the house, a roof runoff and footing drains will be directed into the dry well that will be provided.The runoff with the driveway will be a fix of vegetative flow and drainage into the drywell that is provided.There is no drain fields or wells on this property that we need to avoid as part of the storm water plan.This will prevent concentration of runoff and will prevent any driveway or garage runoff to flow into the road. To prevent erosion and trap sediments within the project site during construction we plan to implement the following BPM's on our Erosion and Sediment Control (ESC) plan. • Clearing will be marked off by ribbons on the ground to prevent clearing past limits set forward. • There will be a temporary driveway constructed immediately.This will help prevent runoff into the road during construction and will help prevent any additional construction mud and/or dirt from being tracked into the road.The road will meet the minimum size requirements of 12' wide, 25' long, and 6" minimum thickness. • Water will not be allowed to point discharge onto slopes, a rock lined drain will be provided along the driveway and it will be directed to a vegetative flow and/or the dry well (see drawings). • Straw wattle's will be placed at the end of the clearing where the native vegetation is being left onsite. • When area's are not being worked there will be mulch spread over. Mulch to consist of air-dried straw, chipped vegetation and straw waddles where needed. • Drywell to be installed and pipes installed as soon as house is dried in to start having permanent drainage as soon as possible. Attachments to this letter: - Attachment A: Small parcel storm water management worksheet page 1&2 - Attachment B: ESC plan,this is to be used during construction. - Attachment C: Residential site improvement plan including how stormwater runoff will be controlled after construction. t NOTES This is not a survey.*This map is a presentation of information from county,state,and federal agencies,client N provided information,and onsite observations;for discussion purposes of the report with which this map is included. Proposed Home Water and Septic are community sourced. 80'X 35' a Sample s:nnple Propose Porous Pavers 3$' 25' Driveway sue,.m F Soderberg Rd Site Geology CL-S �i Qgt—Vashon Stade till, Pleistocene continental glacial till. Sample" �6' + 40 \� Silt Fence as Needed `e of Washin 1\ o Site Soil Ed—Everett gravelly sandy loam, as N S 0 to 8 percent slopes. 2499 �r9` Bused Geo�i Curtis Dean Cushman 1 s ck All American Geotechnical,Inc. Project Drawn By: Site Plan permit Number: Parcel Number: 1221&SD-00019 Figure 8947 Buttonwood Lane NE Number: BWJ Proposed Home Olympia,Washington 98516 AAG21-050 4/5/2021 Allyn,WA Applicant Name: James Byme Site Addtesc 920 East Soderberg Road 2 r Namc James Byrne Parcel # 122185000019 BLD# V IG��Z?J"OC 73z 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) JB 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 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St, 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 Mail: P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar 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- described property for review and inspection as may he required. X 80!!Yt caner gent/Contractor(circle one)Date:2/22/2021 Page 2 of 2 Name James Byrne Parcel# 122185000019 BLD# Mason County Department of Community Development 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 surface 2. '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. 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 X = House 60' X 35' = 2,100 Measurements for buildings are taken at the perimeter of the farthest projections (example: Garage 25' X 35' = 875 eaves/gutters) House Deck 60' X 8' = 1480 Driveways 72' X 87' = 5,106 X = Length of drive begins at the right of way X = Parking Areas X X = Any paved, gravel or packed area per definition above table X = Patios/Walks X X = Any paved, gravel or packed area per definition above table X = Others 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) 8,561 *Driveway can not be caculated with just length x width, see drawings and attached letter. 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. 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- described property for review and inspection as may be required. X caner gent/Contractor(circle one)Date:2/22/2021 If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page I of 2 t � BLD R�T�STAMP MASON COUNTY COMMUNITY DEVELOPMENT =&!- O `7 Permit Assistance Center,Building,Planning RCVD BY: JUN 28 2023 , APPLICANT INFORMATION(please print clearly) tnu' t Name of Applicant:S 11qW� Au P--,�� Parcel Number: J:Aal Q� -56 OLD 1 C1 Site Address: T hinust be completed and si ed by the owner or owners authorized agents at time of submittal. Incomplete applications will NOT be accepted. For a complete application,all items on this checklist shall be submitted, unless waived by Staff. PERMIT APPLICATION N/A Provided Staff Provide a completed and signed(by owner or authorized representative)application ❑ ❑ and applicable fees are due at submittal. Provide a completed plumbing and Mechanical Ag2lication ❑ ❑ Am SITE PLAN Provide one(1)copy of proposed site plan. Drawn to scale of either ❑ ❑ 1"= 10' or 1"=20' depending on lot size. North Arrow,location and dimensions of all property lines and easements. ❑ ❑ Vicinity map showing location and names of all roads and easements.(public and ❑ ❑ private) Show distances to all structures,septic tanks,drain fields, property lines,top of ❑ ❑ slopes or cuts and easements. Zoning(indicate): Rural Residential: ❑2.5 115 Elio ❑20 ❑Other: Urban Growth Area: Zone: Front yard: Direction: Side yard: Direction: Rearyard: Direction: Sideyard: Direction: All access points,width of access. easements and driveways). ❑ ❑ Contour lines in twenty 20 foot increments. See Parcel Map Viewer on website ❑ ❑ Building height shown on elevations at all four corners of structure. ❑ ❑ Flood lain boundaries and setback distances. See Plans for additional requirements. ❑ ❑ Wetland or surface water(if any)and any applicable buffers. If yes,a wetland ❑ ❑ report may need to be submitted. Is the site near a Shoreline stream,creek,lake,saltwater if yes,please indicate? ❑ ❑ Name of shoreline: Shoreline designation: Stream type F, S,Ns,N : Is the proposed site within 300 feet of a slope 15%of greater?If yes,a geological ❑ ❑ report or assessment may be required. Existing/proposed on-site septic system and reserve areas,providing setback to ❑ ❑ structures. Existing/proposed wells show 100 ft well radius,with distances to structures). ❑ ❑ Existing and proposed stormwater controls(downspouts,dry wells,etc. ❑ ❑ Exterior story a tanks(pro ane and HVAC equipment. ❑ ❑ PLANS N/A Provid Staff Provide two 2 copies of plans 1 full size min. 18"x 24"and I small size and 1 0 El I r � one(1)copy of all specifications and engineering. Plans must be drawn to scale of '/4"= 1'.All notations and drawings must be clear and legible.All Engineering ❑ ❑ callouts must be on plans. Engineered plans must provide calculations/analysis.Analysis must include the (� following information: • 2018 International Building Code _ J • Snow load(by location) ❑ ❑ • Seismic zone(D-2) 1� • Exposure(by location and topography) • Windspeed 85 MPH basic and 110 ultimate w/3 secondgust) If project is in a flood hazard area,the submittal must include an Elevation Certificate,flood venting compliance and an elevation detail indicating the location ❑ ❑ \(� of finished floor relative to the Base Flood Elevation or Design Flood Elevation as designated by surveyor or engineer. FOUNDATION PLAN Q Plan view of foundation/footings/pads ❑ ❑ Type,size and location of footing(stepped foundation provide detail ❑ ❑ Elevation view of foundation steps,with final grade ❑ ❑ Cross-sections of footing and foundation(including height of wall). ❑ ❑ Floor'oist andspacing each floor). ❑ ❑ Show location of flood venting and detail the method and compliance for venting. 42 ❑ ❑ Type and locations of hold-downs and anchors. ❑ ❑ J Crawl access location and size. ❑ ❑ �J Insulation value for foundation(if slab or basement). See Energy Credits for ❑ ❑ J additional requirements,credits must be indicated on the plans. ---' If project is in floodplain provide flood venting compliance including vent locations,vent type,elevation detail for venting location interior and exterior of the ❑ ❑ crawls ace. FLOOR PLAN Square footage of each floor ❑ ❑ Use of each room ❑ ❑ Location and size of attic access ❑ ❑ Dimensions of building and rooms. ❑ ❑ Location and of furnaces,wat ectors, and carbon ❑ � monoxide de Incl $ocati liances located in ga _— Plumbing fixture locations ❑ ❑ Location of doors. windows(include size, egress, tempered and skylights) ❑ ❑ InsulationlWe in floor. See Energy Credits for additional requirements,must be ❑ ❑ indicated on the plans. Is Location of ventilation fans and CFM for each. W ❑ ❑ Locat4AVf whole house fan and CFM continuous or intermittent ❑ ❑ Location,side and type of brace wall or shear-wall panels. If structure is ❑ ❑ engineered,must supply two copies of required analysis calculations Dimensions and framing details of decks(including joists,beams,posts,ledgers. ❑ ❑ Plan MUST include size grade,spacing,length and species or type of material ELEVATIONS AND WALL DETAILS Typical and rated walls(garage separation) ❑ El Listing of fire-resistive wall designs(duplex or townhouse ❑ ❑ Buikftg elevatiormwiff'TTM"how distance from grade at each corner. ❑ ❑ Exterior wall details when distance between overhangs is less than 5 feet. ❑ ❑ Insulation value for walls. MNMMMMW ❑ rl indic AWMQ. if If project is in floodplain must provide Elevation detail indicating the location of ❑ ❑ finished floor relative to the Base Flood Elevation or Design Flood Elevation as designated by surveyor or engineer. ❑ ❑ ROOF PLAN Layout of roofs stem ❑ Label type of roofs stem,rafters,engineered trusses&spacing ❑ ❑ Headers noted at each location or typical header noted. ❑ ❑ Roof pitch and covering materials ❑ ❑ Sheathing es,dimensions and fastening ❑ ❑ Attic venting(type, location and amount ❑ ❑ Insulation value for roof(R38 vault and R49 ceiling)See Energy Credits for ❑ ❑ addition requirements. must be indicated on the plans. ENERGY CODE REQUIREMENTS N/A Provided Staff "m leted Washington State Energy Cod, ❑ ❑ Plans must indicate fuel source for furnaces,water heaters and other appliances. ❑ ❑ Manufactures Specifications for each unit or component for HVAC&plumbing ❑ ❑ Compliance to the Washington State Energy Code and required Credits. Construction drawings/plans MUST include all credit information on the plan ❑ ❑ details such as insulation,ventilation,furnaces,windows etc. Plans must also include the number of credits and which credits are chosen. I verify that all required documents,plans,and specification associated with this application have been submitted and are accurate. Signature of owner or authorized agent Print Name Date MASON COUNTY PUBLIC WORKS AmiL W SOME% 0 A e 0Water Per it -OR Permit No. Date • • Owner Contractor Job Description Job Location rall W Inspected By Approved for Cover Date Remarks Applicant Must Call Utilities & Waste Management h Issued By For Required Inspection 360-427-9670 Post this card in a conspicuous place Ext. 652 at Front of Premises • lcl 202� - 6� � 32. 3 _ R1P Zoning ~1 2� '—" Front yard-20 feet. / Side yard-5 feet. \ Street side yard- 10 feet Rear yard-Original construction and elevated decks 20 feet. 07/25/2023 APPROVED ' GeckAeoe MASON COUNTY DCD PLANNING 5CM RUEDVAieP Mraw I i / .@ate Gravel Digitally Orivasasad Gravel signed — scow RDedy The approval of this project is subject to the recommendations by Rued Scott o°ems dma and specifications outlined in the attached geotechnical report.All y / applicable recommendations and specifications shall be applied =� —2�9'-6• 5' to the development on this site. Any deviation requires stamped ti —rTly J I�TIh ' �I I f \ written approval from the registered design professional n \ responsible for the report and may require special inspection by same. Structures and/or land modifications(grading,cuts,fills, etc.)required in the geotechnical report,may require a separate \ \ permit.The geotechnical report shall remain attached to the approved building plans. Side vard s-ace.�c be k'1 �' parliakv native and Pahally ( grass Pace A Pa Y pert aaay'nalrve a —I"\`' Brae space EH APPROVED � / Ne eras Ieeal°be grass and D.Anderson 08/30/2023 -. Lee as native — SITE FLAN SCALE: 3/32" = 1' wcxC'irC REIA IGNS a>_'a.: ,c avr s•wa a STRUCTURAL DESIGN OF A 4,698 SF TRIPLE V ENGINEERING& SFR MOUSE CONSTRUCTION,LLC MR 8 MRS.JAMES BYRNE A 0D1 ��.s-EE'- a20 ESOL£P9EPG PD (Bnmenan.LMw•ead a Oak rgrpd.Wtt `�, w/ A YN.WA 9 4 _—... -......._ •5.f .s aD�N*C6 'DN!'�CCng�ItC t_A^rsn.cOM U _' 360-206-78'3 SITE PLAN — 02 a 36 2 -' 4 5