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20-100083r'1 RECEIVED JAN 0 7 2020 DEPARTMENT OF COMI UNITY DEVELOPMENT CITY OF FEDERAL WAY 33325 8"' Avenue South COMMUNITY DEVELOPMENT Federal Way, WA 98003 '-� 253-835-2607;Fax 253-835-2609 CITY OF www. ci too ffedera iway. coin Federal Way ACCESSORY DWELLING UNIT (ADU) FEE: Contact the Permit Center at 253-835-2607, or ermitcenter citvoffederaiway.coln (Not required if legal nonconforming status is established.) 0- f C �v HLE # O RELATED FILE #s: — /r�G Owner's Name: 'w V*L, I U V 0 y3t Q Address: W5 03i AI . 0 w ,- eVE500 -,S— Daytime Phone: Kb) 10bl -Q'+ b Tax Parcel#: 0 1211 b "!? -1 1 �0 Zoning: F2S--16 Lot Size in Square Feet: 10, 11711 - 12- Type of ADU: E Attached ❑Detached Is this a: [YNew ADU ❑ Existing ADU Existing ADU was: ❑Approved by King County (Provide a copy of the permit.) ❑ Other Cbnst�tion or7c ting comple t �19% C st' ruction �f exists residen mpleted?rf19�0_ Which is the owner occupied unit: ❑Primary Dwelling Unit or ❑ADU �►,/ Number of square feet: 11$11- Primary Dwelling Unit ADU Provide the following information: [2�Lakehaven Utility District Water & Sewer Certificates of Approval for the New ADU ❑ King County Public Health Department Approval (if septic) [-]Heating Type: [-]Electric eGas ❑Other ❑ Electrical Capacity: Primary Dwelling Unit ADU ❑ Letter of Application & Deed Restriction (attach) ADU FLOOR PLAN DRAWINGS (Provide the following; refer to page 3 for an example.) 0*Floor plan of the primary dwelling unit and the ADU [`j Plumbing (existing & proposed) �Entrances Mechanical - HeatinglVentilation/Air Conditioning (existing & proposed) of primary dwelling unit and ADU (existing & proposed) ❑ Ceiling Heights/Room Sizes for ADU [Elevation of the proposed ADU with the primary dwelling unit Bulletin #049 - December 21, 2015 Page I of 3 k:\HandoutMDU Application ADU SITE PLAN DRAWINGS (Provide the following; refer to page 3 for an example.) [Scale/north arrow Eltitreet/driveway location 13 Lot dimensions Primary dwelling unit [ADU footprint (if detached) [94uilding setbacks from property line [g.ocation of utilities & easements how location of three on -site parking stalls [(Locate the entrance of the primary dwelling unit and the ADU M"Calculate the total impervious surfaces coverage for the site (Include the existing and proposed roof area, driveway, patios, and walkways.) ❑ Other DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge and further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made. tgnature of Applicant Date WAIVER: Approval of the ADULand Use Application does not constitute approval of the building permit. Application and approval of the building permit is a separate process. OFFICE USE ONLY ❑ ADU Status: ❑Legal Nonconforming per FWRC 19.30.140 ❑New ADU ❑Assigned Address of ADU ❑Deed Restriction/Letter of Application Rec'd ❑Recording Number ❑Other Approved by Date []Conditions of Approval Bulletin #049 — December 21, 2015 Page 2 of 3 k:\Handouts\ADU Application I� Reply to: clungeon@bnd-law.com February 14, 2020 FILE RECEIVED FEB 14 2020 CrfY OF FEDERA.':: COMMUN!?" 7;t-VELOF VIA E-MAIL to brian.davisCa,,cilyoffederalway.com Brian Davis Community Development 33325 8th Avenue South Federal Way, WA 98003 Re: Request to Halt Construction and Investigate Site and Permit Concerns on Parcels 0121039099, 0121039163, 0121039161, 0121039160, and 0121039158. Dear Director Davis: We represent, January Agnew -Parks, who lives across the street from five parcels under development along 304th Street and 21 st Avenue SW in Federal Way. Our review of public records and application materials reveals a number of issues requiring your attention, investigation, and possible enforcement of city codes. As we understand it, a single entity, 304 & 21st Ave SW, LLC, purchased five heavily wooded and undeveloped lots with the intention of destroying the local greenspace, habitat, and potential wetland in order to construct five large single family homes with detached or attached accessory dwelling units. Building permit applications have been submitted for all five parcels. The building permit applications for parcels 0121039099 and 0121039163 have been approved. The applications for 0121039161, 0121039160, and 0121039158 remain pending. We are sure you can appreciate the neighborhood's concern as they watch an area they believed to be a protected greenspace stripped bare and waterlogged to allow construction of large homes — some too large for the lot sizes —from a series of applicants who have no apparent connection to the legal owner of the property. We understand that the parcels are zoned RS-15 and allow the construction of single-family homes and accessory dwelling units. But we ask that the city require the developer to fully comply with city code in the process. For the following reasons, we ask that you halt construction, rescind permit approval, reject pending permit applications, and require additional information and assurances from the applicant before any further development takes place. A. The Owner Should Be Required to Conduct a Wetlands Assessment on All Five Parcels. First, the city should verify that all five parcels do not contain wetlands prior to permitting the development. We were informed that the application approvals for three of the parcels are on hold pending a wetland assessment conducted by the applicant. The same information is needed before any further work is undertaken on the other two parcels. The fact that clearing and construction has begun does not absolve the applicant or city from critical area requirements pursuant to city code.• The following pictures of parcel 0121039099 were taken on January 31, 2020. The pictures demonstrate that the parcels are fully saturated and there is significant pooling within the area. Excluding these parcels from the wetland assessment is incongruous with the site conditions. The city should issue a stop work order pending a wetland assessment of all five parcels. Figure 1 Photograph ol'Parcel 0121039099 on Jwurary 31, 2020 "When a critical area or its buffer has been altered in violation of this chapter, all ongoing development work shall stop and the critical area shall be restored. The city shall have the authority to issue a stop work order to cease all ongoing development work, and order restoration, rehabilitation, or replacement measures at the owners or violator's expense to compensate for violation of provisions of this chapter." FWRC 19.145.060(1). 2 Fibi.rre 2 Photograph of'Paree101210 39099 on January 31, 2020 B. The City Should Investigate Violation of the Tree Retention Plan and Require a Bond for Any Future Clearing. It appears that the permit applicant is not adhering to tree retention plan submitted with the permit application materials. While we understand that a significant portion of trees would be cut to accommodate a single-family home, garage, and attached or detached accessory dwelling unit, the current construction activity is inconsistent with the application materials relating to minimum tree retention requirements pursuant to FWRC 19.120.130. The City Code requires 25 tree units per acre in single family residential zones. Tree units are determined by tree size and whether the tree will be retained or added/replaced. Trees that are retained are allocated greater tree unit value than similar or equivalent trees that are added or replaced. FWRC Table 19.120.13 0-2 (Tree Unit Credits). The idea is that an established tree has greater value than a new planting. The Tree Retention Plan for Parcel 0121039099 indicated that it would achieve the required 8.5 tree units for the parcel size by retaining 5 trees. However, our client has informed us that no trees 3 remain on the parcel. While this can be rectified by additional plantings post -construction, it demonstrates a disregard for adhering to the permit conditions and city code requirements. Therefore, we ask that you investigate the site to confirm violation of the applicant's tree retention plan and require a bond from the applicant for each parcel as assurance that any further clearing will conform to city standards pursuant to FWRC 19.120.240. C. The City Should Require the Permit Applications Include Accurate Owner or Agent Information. It is established practice for the permitting agency to require that permit applications be submitted by the owner or agent of the parcel. Yet practically every permit application for these parcels contains inaccurate information regarding ownership of the property. • Aleskey Onishchenko is listed as the owner and/or applicant on the following permits: 19- 102757-SF, 19102752-SF, 19-105985-EL, 19102759-SF, 19-102756-SF, and 19-102755- AU. • Lilia Stefoglo is listed as the owner for permit 19-105849-SF. • Liliya Stefoglo is listed as the owner for 19-105855-AU. • Esther Onischchenko is listed at the Owner on the application for 19-102758-AU. Not one of these people is the legal owner of the properties at issue. All of the properties are owned by 304 & 21 st Ave, LLC.2 Furthermore, the Washington Corporation and Charities Filing System reveals that none of these individuals are registered agents for 304 & 21st Ave, LLC. The city should reject the pending applications and rescind the permits because of the false ownership information on the applications. The city should require that resubmissions be from the correct owner of the property or the owner's authorized agent. D. The City Should Enforce Lot Size and Coverage Requirements. At least one of the permit applications violate the city's lot coverage requirements. The application materials for parcel 0121039161 misrepresent the lot size of the parcel. Application 19-105849- SF claims the lot is 19,000 square feet. This is wildly inaccurate. The King County Parcel Viewer states that this property is 8,759 square feet. The site plan for the parcel says the parcel is 9,930 square feet. Even the smaller figure is off by well over 1,000 square feet from the recorded lot size. This is particularly important as Federal Way Code limits lot coverage in the RS-15 zone to 50%. The current proposal for this lot would exceed this maximum. The site plans for parcel 0121039161 (although confusingly also referred to as both 012103961 and 0121039163) indicate 6,088 square feet of impervious surface on an 8,759 square foot lot. Using the parcel area indicated by the County's records, that results in 69.5 % coverage, far in excess of the 50% maximum allowed by code.4 2 304 & 21st Ave, LLC is the owner of all five parcels according to King County Parcel Viewer ownership records. 3 4,150 (Roof) + 1,938 (concrete slab) = 6,088. See FWRC 19.110.020 ("... [T]he area of all structures, pavement and any other impervious surface on the subject property will be calculated as a percentage of the total lot area ... ") 4 6088/8759=.695. L, Even using the slightly larger lot area specified in the site plan (9,930 square feet), the 50% threshold still would be exceeded.5 Only using the wildly inaccurate 19,000 square foot number from the application would the lot coverage requirement be met. It also appears that parcel 0121039158 will also exceed the 50% lot coverage requirement. The site plan shows 5,790 square feet impervious surface on a 9,494 square foot lot, resulting in 61 % lot coverage. Therefore, the city should halt construction and deny permit applications for parcel 0121039161 and 0121039158 until the applicants can demonstrate conformity with city code. While we acknowledge that the building permits at issue may not require public notice, given the dramatic changes to this sensitive forested site, the applicant and city could have done more than the minimum required by code (i.e. nothing) and informed the neighbors about the project. Furthermore, it appears that the applicant's contractor is not complying with state construction notice requirements under RCW 60.04.230. The contractor has not posted any such notice. Given the clear interest from the neighborhood and the untrustworthiness of the filings by the applicants, we encourage the city to notify the neighbors of any updates, status changes, or construction on these parcels moving forward. We understand that most of these applications were submitted around the holidays and New Year so maybe a few details fell through the cracks during the review process. Regardless, the City Code requires compliance from the applicants and tasks the development director with execution and enforcement of the code.' On behalf of our client, we ask that you halt construction and investigate the issues presented in the application materials and construction practices prior to any further development of these parcels. Very truly yours, BRICKLIN & NEWMAN, LLP 7 -r Audrey Clungeon David Bricklin Attorneys for Januaiy Agneiv-Parks 5 6088/9930= .665. 6 "Regardless of any review, approval, inspection, or other actions of the city, it is the responsibility of an applicant and any owner to ensure that all work, actions, or conditions on the subject property comply with this title, any permits or approvals granted under this title, and all other applicable laws or permits." FWRC 19.15.080. 7 "The community development director shall be responsible for directing the development and execution of the city's comprehensive plan for development including growth projections, land use, housing, environmental sensitivity, urban design, annexation, and zoning code modifications; reviewing and enforcing city development including land use applications, code enforcement, plan review, and building inspection functions; overseeing human resources programming; and supervising planning, program and other staff." FWRC 2.13.030. 5 CITY of ,A�k Federal Way .entered on wortunity February 13, 2020 Mr. Aleksey Guyvoronsky Ace Construction Services, LLC 1020 South 344th Street, Suite 201 Federal Way, WA 98003 aleksey24(@gmaii.com CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor FILE Re: File #20-100078-00-SF; REQUEST FOR CRITICAL AREA RECONNAISSANCE LETTER Khyluk Lot 2, 30321215t Avenue SW, Federal Way Dear Mr. Guyvoronsky: The City of Federal Way's Community Development Department received your building permit application (file 20-100078-00-SF) on January 8, 2020, for the construction of a single-family home on a nonconforming sized vacant lot located at 30321 215C Avenue SW, Federal Way, WA 98023 (parcel 012103-9160). This letter is to inform you that the city has become aware of a potential wetland on this property, or in the vicinity. There is need for further evaluation of the site before city staff can decide on your development permit application. BACKGROUND On December 16, 2019, the city received two proposals to construct a single-family home and an auxili.2uy dwelling unit on the property listed above. This property is owned by 304 & 21st Ave LLC, along with four adjoining properties (parcels 012103-9163, 012103-9099, 012103-9158, & 012103-9161), per King County Department of Assessments records. Your permit applications arrived after the issuance of building permits on December 20, 2019, for parcels 012103-9163 and 012103-9099. On December 26, 2019, clearing of vegetation and grading on site began for these two permitted parcels. On the morning of December 27, 2019, the city received messages Erorn a concerned citizen regarding the development activities. On January 8, 2020, a representative of the city's Planning Division conducted a site visit to visually inspect for potential indicators of wetlands (the observations are listed below). Staff continues to receive citizen concerns regarding development in this area with regard to the presence of a potential environmentally critical area. STAFF SITE OBSERVATIONS On January 8, 2020, city staff visited the sites located on the north and west sides of the intersection between 21Ii Avenue SW and SW 304th Street, Federal Way, WA 98023 (parcels 012103-9163, 012103-9099, 012103- 9158, 012103-9160, & 012103-9161). Staff observed site topography of a depression gunning from the south of the parcels across SW 304th and continuing north towards the waterfront dowzmhill along 21st Avenue SW, and then 20th Place SW. Standing water was observed in two locations within the depression on the parcels in question, as well as a prevalence of red alder trees (alnus Habra) and a large Oregon ash Maxims latifolia) tree within this area, which are commonly known as hydrophytic vegetation indicators of potential wetlands. Each of these observations are an indication to city staff of the need for a wetland reconnaissance. Mr. Aleksey Guyvoronsky Page 2 of 2 February 13, 2020 REQUIREMENTS Based on Federal Way Revised Code (FWRC) 19.145.070(2) & (3), the city requests you provide a wetland reconnaissance summary letter from a certified wetland biologist verifying if wetlands are present on or within 200 feet of the site. The reconnaissance summary letter needs to indicate whether or not further action is required based on soils, vegetation, and hydrology. If wetlands are present, then a wetland delineation and classification report must be prepared by a qualified professional in compliance with FWRC 19.145.080(2). Those requirements include: "(2) The critical area report shall be prepared by a qualified professional, incorporate best available science, and include the following items: (a) The name and contact information of the applicant, a description of the proposal, and identification of the type of approval (use process, subdivision, building permit) requested; (b) Vicinity map; (c) The dates, names, and qualifications of the persons preparing the report and documentation of any reconnaissance on site; (d) A scaled site plan depicting critical areas, buffers, setbacks, and proposed improvements; (e) Photographs of the site and critical areas; (� Identification and characterization of all critical areas adjacent to the proposed improvements; (g) A description of efforts made to apply mitigation sequencing pursuant to FWRC 19.145.130 to avoid, minimize, and mitigate impacts to critical areas; (h) A copy of the Joint Aquatic Resource Permit Application QARPA) if applicable; (i) Additional information required for the individual critical area; and 0) Any additional information determined by the director to adequately review the proposed activity." The wetland report will be peer reviewed for compliance with applicable FWRC requirements by the city's third -party wetland reviewer at the applicant's expense. This review cost must be pre -funded by the applicant prior to this peer review occurring per FWRC 19.145.080(3). CONCLUSIONS Your construction permit application has been placed on -hold until the city receives a reconnaissance summary letter from a certified wetland biologist verifying that there is, or is not a wetland on site. If you have any questions regarding this letter, contact me at uilham.golding@c-itvoffederAway.com, or 253-835-2622. Sin'celre/lyy, W �/" V V William Golding Planning Intern enc: January 8, 2020, Staff Observation Notes c Greg Kirk, Plans Examiner Kevin Peterson, Senior Engineering Plans Reviewer 20-100078-00-SF Doc. I.D. 80130 SW 304th ST & 21st Ave. SW 118/2020, 1:34:21 PM 1:1,128 a 0.01 0.01 0.02 rrsi ' Site Address Feature B 0.01 0.02 0.04 km Parcels Species of Wetland Indicators Present Area of Potential Red alder Wetland Oregon Ash Standing Water Observations made on site visit 1/8/2020 at approximately 12:45 PM by William Golding in response to citizen concerns expressed related to project area. C , � •`'� � ��i'P1�I 1 rrr Cnv.1T tirTti' 11'F:+,'£l.[7f'x1F.VT CITY or- 33325 V A cnur Smile Federal Way J: i 0 7 Z020 253.835•2607. Fax253_535-2609 C _ _ _ _ uu+c-rittit7Ffrdrra3u•a�-rnst CALCU L;A`T1-N G -TR44')N ITS This form can be used to demonstrate; how you will meet the minimum tree- unit requirement For _•our site and should accompany your subinittal. 'frees to be retained or planted nlust also Ise shown on your submit(cd site plant, or :t st:paralc tree plan. t'7- = 1.).560 (Wacrt:) = . lZ7 x 25 (units/acre) _ (foe sirs in square feel) (lot size in acres) (minimum tree units) Existing Trees Includes all trees except: invasive species and hazard trees Tree Size {diame(er at breast height 14.5') # of Trees to Remain Tree Units Total Emits l " to 6" dhh x 1.0 - = 6" to 12" dhh x 1.5 = 12" to 1 Y" dhh x 2-0 - > 18" to 24" dbh x 2.5 - S > 24" dbli 1� 1 -r l x 3.0 - 3 Total Existing Tree Units to Renrahr Replace mentlAtlditionaI Trees Evergreen Trees - minimum 6' in height at planting Deciduous Trees -minimum 2" caliper at planting Large Canopy = 1.5 Tree Units Medium Canopy = I Tree Unit Small Canopy = .5 Tree Units Tree Species Canopy Tree (.Sm/N1cdiLg) Units 9 of Trees Total Units TOW Proposed Tree Units to 8e Adried Total Existing and Proposed Tree Units; Bulletin ti073 —Juno g201b rage 1 of 1 k;Wandoyis`•Calculating Tree Units GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22110411) 1 INCH = 40 FEET (11"xl7") 21ST STREET SFR PARCEL 0121039160 A PORTION OF SECTION 12, TOWNSHIP 21, RANGE 03E, W.M., I CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON PROJECT INFORMATION CONSTRUCTION SEQUENCE TRENCH NOTES PARCEL#-. 0121039163 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION TOTAL SITE AREA: 19,000 SQ. FT. (0.437 AC) MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR FE APPLICANT'S CONSTRUCTION REPRESENTATIVE. MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT ADDRESS/LOCATION: SW 304TH ST 2. FLAG CLEARING LIMITS. REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED e3 4' ELECTRIC FENCE FEDERAL WAY, WA 98023 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR WORKER "15.0 - 1 ulmi I / 15,000 Sr aMF-r: 1 1. ALL TRENCH SAFETY T SYSTEMS cl�lz) Jrv%LL MEET THE COMMUNITY PLAN: FEDERAL WAY COMMUNITY PLAN 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND FENCE CORNER fS30 ... .... - - -­ * 5. INSTALL OFFSITE CATCH BASIN PROTECTION. HEALTH ACT, CHAPTER 49.17 RCW. SIPL!7 RAIL FENCF 1,0 i.-Zw Or . I 9OL"Nolny CORNER 6. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. / I APPLICANT 7. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM. PROVIDE INLET LEGAL DESCRIPTION ARTUR KHYLYUK PROTECTION WHERE INDICATED. ADDRESS: 35850 SIST AVE S, AUBURN, WA 98001 8. INSTALL REMAINING UTILITIES AND CONSTRUCT BUILDING IMPROVEMENTS. PARCELS A, B, AND C AS SHOWN ON RECORD OF SURVEY FILED RECORDS OF THE PHONE.- (253) 632-9739 9. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, UNDER RECORDING NUMBER 20130430900014, zil PIERCE COUNTY AUDITOR. ui I SIDEWALKS, CURBS AND GUTTERS. 10. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH ASSOCIATED PLANS. ALL IN THE CITY OF FEDERAL WAY, PIERCE COUNTY, WASHINGTON, 11. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 12. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY D/SURVEYER 1 "*1 i ENGINEEIN VERTICAL DATUM CONTOUR ENGINEERING LLC STABILIZED. BASE: 2A T-i/ P.O. BOX 949 BASIS OF BEARING WASHINGTON STATE DOT MONUMENT GP17005-133, BEING A BRASS tj, GIG HARBOR, WA 98335 DISK ON THE BRIDGE DECK OF 320TH STREET CROSSING OVER 'PAX PARCEI, GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) INTERSTATE 5. ADJUSTED ELEVATION BY -0.074 TO ATTAIN NAVD-88 ?40 j LAMBERT GRID WASHINGTON STATE NORTH ZONE DATUM. USED CORPSCON TO CONVERT TO NGVD!-29 DATUM. 0121.03--9074. FOUND REBAR WITH CAP STORM DRAIN CULVERT SURVEYOR'S NOTES COORDINATES.THE NORTH AMERICAN DATUM OF 1983/2011 (NAD 4) PVC CULVERT-- "CES LS 42585% 0.21'N, 12"CONC, IE-235.95 1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS 83/2011 EPOCH 2010.00) GRID COORDINATES WERE FOUND TO BE S ELEVATION =454.95' (NGVD-29). OCNAL�CULATEO 0/09/2018POSITION, FOUND "MAG" NAIL WITH . WASHER "CES LS 42685". 411 0.32'N. OF CALCULATED to ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A TWO (2) 124018.81 / 1260296.89 AT A THE NORTH QUARTER CORNER OF POSITION, ON RIGHT OF T WAY LINE ON 10/04/2018, SECTION 12 (SOUTH QUARTER CORNER OF SECTION 1), TOWNSHIP /200FIS, SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE J� C MEASURING METER (TRIMBLE S-6) AND REAL TIME KINEMATIC 21 NORTH, RANGE 3 EAST, BEING A STONE MONUMENT WITH AN 'W'. UTILITY NOTES 0 1 SHEOjj tOUND REBAR WITH C P S86'42'39"E 100.64' CES LS 42685". 0.22'N. (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS)(TRIMBLE THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS WAS AND o.ww. CALCULATED P ION, ON W/4028 R10). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES 0.9999909921 AND THE GRID SCALE FACTOR OF 1.0000361374 WAS OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF MEET THE STANDARDS OF WAC 332-130-090. APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DESIGN. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE 0 Lo - / s sa '4g'39 E .­ wl z cu 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS DISTANCES. RELOCATION OF EXISTING UNDERGROUND CONFLICTING UTILITIES DRAIN C V SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE DEPICTED OR NOT DEPICTED ON THESE PLANS. 25. 00' STORM E_2�6L. ST RECORD OF pg- EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. SITE PLAN NOTES S I C�l HP UTILITY LOCATE MARKINGS WERE PROVIDED BY THE 130430900014 RESPECTIVE UTILITY OPERATORS AND THE STORM LINES I. PROPOSED FEATURES AND STRUCTURE LOCATIONS FILL SPECIFICATION EL ARE SHOWN AS EVIDENCED BY ABOVE -GROUND INDICATIONSPETROLEUM2• 1 j// ARE BASED ON INFORMATION PROVIDED BY THE FILL MATERIAL SHALL NOT CONTAIN PRODUCTS, OR (0 AND BY MANHOLE INSPECTIONS FROM THE SURFACE ONLY. CLIENT. SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR )p LOCATE SERVICE WAS ONLY PROVIDED EASTERLY OF 23RD AVE 2. CLIENT IS TO REVIEW SITE PLAN WITH CONTRACTOR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW o TAX PARCEL tOUND REBAR WITH CAP CES LS 42685% 0.36-N. SW. 0121039161 AND 0.13'W. OF 13 11 10 PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. CALCULATED POSITION, ON 10/04/2018. 3. THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. AND PROPOSED INFORMATION. CONDITIONS AS THEY EXISTED AUGUST 13, 2018, THE DATE OF 3. ADJUSTMENTS AND/OR REVISIONS TO SITE LAYOUT, F THIS FIELD SURVEY. IMPERVIOUS AREA BUILDING FOOTPRINT AND/OR BUILDING 4. NO TITLE REPORT WAS PROVIDED BY THE CLIENT FOR THIS ORIENTATION MAY RESULT IN THE NEED TO REVISE ALDE1. TOTAL NEW IMPERVIOUS: 4,763 SQ. FT. (.109 AC) SURVEY. THE SURVEYED PARCEL BOUNDARIES WERE THESE PLANS ACCORDINGLY OR PER COUNTY S808 21 79' CALCULATED USING THE SURVEY D F I OF SURVEY DOCUMENTS CITED IN THE INSPECTOR. RECORD LEGAL DESCRIPTIONS. THE LOCATIONS OF THE RIGHT-OF-WAY 4. PROPOSED DRAIN FIELD LOCATION WAS PROVIDED ROOF AREA = 2,966 SQ. FT. (0.068 AC) A LINES SHOWN HEREON WERE DERIVED FROM ASSESSOR'S BY THE CLIENT AND NOT FIELD VERIFIED. IMPERVIOUS CONCRETE SLB=1,797 SQ. FT. (0.041 AC) 201-3043-660 PARCEL INFORMATION, AND FROM RECORD DOCUMENTS, SUCH AX 11 ARC EL AS PRIVATE PROPERTY DEEDS, RECORDS OF SURVEY, SHORT PERVIOUS AREA TOTAL = 7,104 SQ. FT. (0.163 AC) 0121039160 J.. 11 .0 �lx PLATS, BOUNDARY LINE ADJUSTEMENTS, AND PLATS. THE #.., it lu - a: I j : . 1� PARCEL B u 1 1 41 1 'IT SIDELINES OF THE PARCELS SHOWN AS DASHED LINES ARE IN z BUILDING E USED TO APPROXIMATE LOCATIONS ONLY AND CANNOT B Sao. - - WITH CAP. DETERMINE INDIVIDUAL PARCEL FOUND REBAR WITH 0.25'N. OF WI LINES. Rp 30,39 - "LS A13745'. 0.25 N. F - ---"ql 34' 0 CALCULATED POSITION% CALCULATED POSITION 0 10/09/2018. 5. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED --4 , 0/09/201B. G E NIE A f 0 R I L PERPENDICULAR TO PROPERTY LINES. 6. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS E 143.05' V�i 32. 0 12 4' SPLIT- 2 '- OR RESERVATIONS WHICH MAY EFFECT THIS SITE. LL_ TAIL EN^IE/FOUhD REBAR WITH CAP 9"E LS 48745% 0.27 _ANOOLO4'W' OF 7. THE PURPOSE OF THIS SURVEY IS FOR THE DESIGN OF A CALCATEO fION SANITARY SEWER EXTENTION. ON 10/09/2018. 8. ELEVATION CONTOURS SHOWN HEREON HAVE BEEN DERIVED iz FROM DIRECT FIELD MEASUREMENTS. Nt RECORD OF ,�UR EY I Q ' f , 820130430900014 zT PARCELIA CO A PAX PARCEL 01,21039158 FOUND LS 4REB26AR 85WTH CAP 'CES I0 34'N. OF CALCULATED OSiTION ON RIGHT OF W4 LINE, u i Cc A ON 10/04/2018. RC tp� Lo aD Kk/15-106557 TAX PARCEL LO Ni cu 7 -9 13 7 PARCEL B 0121.039099 BLA 15-10655 0 FOUND REBAR WITH CAP -I z Trac iq v�W(uv I �,/, m FOUND BRASS DISC WITH P MARK, SET IN CONCRETE, CASE, 0,5' DOWN, 8/13/1 N88 42'39"W 548. 5' (C) 554. 1 V (C)20+00 STORM DRAIN CATCH BASIN RIM=297.45 12"ADS E. IE=293.51 12"PVC W: IE=295.01 16 PLAT OF VENTANA VOLUME 225, PAGES 29-33 TAX PARCEL 889,1200160 Ln rq 30wY - STORM DRAIN CULVERT 12"CONC. IE=235.66 STORM DRAIIPCULVERT 12"CONC, rX=236.06 TAX PARC 012103­91 STORM DRAIN CULVERT 12"CONC, IE=236.92 ...... . . .... M DRAIN CULVERT *�IE=238.75 ,l PiEy'ATNINGI WALL IA.X PARCEL 0121.03-9038 STORM DRAIN CULVERT 12"CONC, IE=244.45 STORM DRAIN CULVERT ,,12"CONC, IE=244.69 TORM DRAIN CULVERT a' ADS, IE=245.34 STORM DRAIN CULVERT B"ADS, IE-245.96 SHORT PLAT 7703291075 LOT 1 TAXPARCEL 0121,0391.43 STORM DRAIN CULVERT _1A CMP, IE=249.55 R=25. 00' �I,M DRAIN CATCH BASIN lK199 , IE-251.49 'CHIP S, IE-251.59 71 PERMIT NO. XX-XXXXXX-XX APPROVED DATE PERMIT APPROVAL BLOCK VICINITY MAP NOT TO SCALE LEGEND EXISTING PROPOSED CONTOURS PROPERTY LINE/RIGHT-OF-WAY BUILDING SETBACK _SD STORM DRAIN LINE SD- __ss SANITARY SEWER LINE _ss - RD- ROOF DRAIN LINE RD- -OHP- OVERHEAD POWER LINE 0 .,..Sw.l. 30 TRI ST., .88 42,'89`W 29-0 29+26 118"CADS 1 P N, 12 Ij I RR ?6 �l Pe 011 f T yAu, I TAX P/ 12 210 STORM DRAIN CULVERT I2" ADS N. IE-256.34 WATER LINE w TYPE 1/TYPE IL CATCHBASIN ■ STORM DRAIN CLEANOUT (SDCO) CONCRETE IMPERVIOUS GRAVEL L 1,Al ASPHALT PAVEMENT L VtKit-ILA I IUN NU I t U EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE DENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY 'ONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS NITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER MMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. IRIOR TO ANY CONSTRUCTION ACTIVITIES VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF FHERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION kCTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY 'r'%KIM TrTC ADC TnCKl'rTCTCM Lu z 0 E LLI z 0 co _j uj E o 00 Z Z9 In M Fla �c�_ U<Z= Z z :5 40- ,;, ri LLjct Ln w 01 z Ljj > Ln 4-J N co Z4 to u- c. Lr) Ln zLU Lu Ln 00 zm= Ljj 1­4 Z < uj a 0 0- u ftis 11 ONA CD Z fo to <� T_ () rl_ N CL M cy) uj CM LO c) uj 0 Z < CL 0 a. z Lu W cr_ L) V) LLri Lu CO > 0'1 0 > W >w- 0 U w to Z ') a w U) Ln =5 J CO CO Ln 5 < m F_ p U) F- w T.- C%4 z I- < I-- z LLJ w 00 DESIGNER: C. MCFARLEN ENGINEER: B. ALLEN DRAWN: C. MCFARLEN S12 T21 N R 03E WM DATE: 2019-08-09' REVISED: PROJECT: 18-087 DWG NAME: 18-087-C SHEET REV. cl I OF 7 RECEIVED JAN 0 7 2020 C17Y OF FEDERAL WAY COMMUNITY DEVELOPMENT 20'-0" 60'-2" (OVERALL FOOTPRINT) 12'-0" 12'-0" 4'-2" /7-"'\ NA I 2 — — DECK ABV. I I I _ I 1 1 8'-O" 42"x42" STOOP, �� �� 68 x42 STOOP, D.S. O 4 CONCRETE OVER 4" " CONCRETE OVER 4" GRANULAR PILL GRANULAR PILL —--- 3 2 1 12XII HAUNCH I DN 4R O I �-- O m 1 ;. «. 00 O _ BM ABV. _ — — — — O D.S. cv D.S. O r S°6a / I STEP FND. S G 52"x60" WALL O TUB/5HWR TOP OF 12'-10" cV PLATFORM + I a " ABOVE SLAB E3I c0 �, WALL aa LR N A TILE HEATER CPT _I 26 6A. STRAP AROUND W.H. W.H. ' I TO WALL (g TOP $ BOTTOM 6� to I UNHEATED E WALL ' HEATER 1 �T O RAC7 GONG = p 266 ------ - - -- B --------------------------------------------- ------ <t I } v I 406aB/I N Al2------- --I L1 - �. T m I 51-4' II 6-10" 1 I WALL HALL HALL 1 I HEATER E3R2 O C� ✓LAE3 ON �, R. S.--- GPI OFT _ AE30\l E 4 — 4" CONCRETE OVER 50" 4" GRANULAR FILL, REFER. N d6 SLOPE 4" TO O.H. DOORS I — O 1— I 3Ga ow iX > ' v DU ENTi�Y CL °o>> , I D I N/L. I Y WALL 1 OFT HEATEf Z II <IT VINYL ' 5-EP FND. _.SL 5°3° cV D.S. - JLAE3 O N GRADE O , A 30\/E 6„ ' 4" CONGRET OVER 4" GRANULAf FILL --- '-r -1 LJ O D.S. o I I WI I 1'-oil I'-6" I Al2 ' 1 1 6'-O" 6'-O " ol A 5ASE��ENT ADU FLAN Al2 SCALE: 1/4" = 1'-0" UP M", m O O LL w 1X O }I = O O I 2 N 01) 1S Npr I CIA cry y�; �,ox>v00 as Rip ��'•. tos.'A�OGo' Q�C 0 m Ai RESUBMI17ED JAN 21 2020 \ r it �rt � hi at �16w>I- >-F-w1 � Q U O O J W U Q W w a Q a N U V)> FZJ�>-Z-tr(�wF- Qd�n]Q�FZ nfy_ Ot W�zaw�-j a W�0 0,FZ�21W-UZZa ��-pHF-ZQw Z O O w D w O��H OOL�=mow nrwz'Z � oo=¢Qz WO�wwo�"WQwH Il-ImOUZrL OzwF-(r W DZFQNJwU� S� OF-Oz<w =ciF- W w F J w O Z U w Z Z H Z= (n a� 0 0 Q m O a H W S �12�U wSl=-E OO1WU lLOZWOf =§w>�tL�QQ V) i— V) O 3 aco, ¢0� W s nv �./ W LL r; H HOOH ZN� T H Q � v aX� i o�� U HV� �0��� ZLu �� Lij FLUX H LL >LL t!III� QO N rn m LL LL �o I� LL� vw� i� N z �ml� DESIGNED BY: DATE: TROY 2012 DRAWN BY: DATE: JRA 10/21/15 PROJECT MANAGER: JdeR REVISED BY: DATE: NC 5/1/11 i KPHD 1/16/20 LATERAL BY: DATE: MEI 10/26/11 i LATERAL JOB NUMBER: oil-512 ANW WOODINVILLE OFFICE JOB NUMBER: I ( O005 12'-0'1 201-011 121—e)" 121-011 4a"x42" LANDING, 2X6 P.T. P+�LoAl Q�' OF THESE PLANS BYis"OHign• D .,Lwv*LAmw• By 4 ARE PUNl9MAeLE BV fMiEB UP :. O House Plan _ VArkobng ca c/SN ToC,, ik DEESiGr4EA o v .9 cQ �i.oeTaN� ,.• O� �IFGAL Sep NOTE: SEE '5' SHEETS FOR LATERAL INFORMATION 4 ENGINEERING DETAILS FLOOR PLAN NOTF.5: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS 4 DOORS ARE SHOWN $ NOTED AS NOMINAL SIZES. 5. EXTERIOR WALL5 TO BE 2x6 STUDS ® I6" O.G. U.N.O. 4. SOFFIT DOWN AREAS ARE SHADED. 5. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 6. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. THE FOLLOWING ARE NOT CONSIDERED HABITABLE ROOMS: BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, STORAGE OR UTILITY SPACES AND SIMILAR. 7. SEE SHEET Al FOR ADDITIONAL NOTES. 5. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. AREA 5UMi AR"r BASEMENT: 7q5 S.F. MAIN FLOOR: 1240 S.F. UPPER FLOOR: 1577 S.F. TOTAL FINISHED AREA: 2517 S.F. GARAGE AREA: 1056 S.F. COVERED AREA: 144 S.F. UNHEATED STORAGE: 411 S.F. R.vCWi�::. JAN 0 7 2020 CITY OF FEDERAL WAY IMMUMTY DEVELOPMENT 0 WU W ly LLJ V) s — w�'?, — 0 Lo HO_UZOo}WUWO OL.1-QzamUj�W5; Fz-jo>-zcn-tnw� omxma�f�zwof Moi=Woz-JXO<iw �O(n0OW(Lom 0 Q:)WQPmZ (nof O�I=-z�WL`IOzza H z - 0 �_ z Q W Ld WOD0 UOF(n�� �OL,=W�NF-WZ, ~�Ft oo=QZaz �-»}�FF-Pxcnm- wOmowoI o -xwn a��ZaiLjwwPxo wUxirowP V) Q- � 0ZFUl- _-iLd LL UNQ�- 000 O-::)z=6�ONt03~OoroQzciLaT>-WLi 'o<m�w XU/)M-m QOQ F-ofW LY dZWFWm>Lr mLiQQ — + o 0 > ¢tom U W � 00 W 1 H Lo ZZ H CIJ Q v L� OX� j\ 00Lo oON � `/ LSD P� �o ��� zV-It ` jUX Wt~i.LL > ti QO c N V' m i N H IL 0) �O <r o� LL ry� �<z ail � Q �x.1 (1) o13 DESIGNED BY: TROY 2012 DRAWN BY: DATE: .JRA 10/21/15 IIPROJECT MANAGER: 11 REVISED BY: DATE: NIG 5/1/Iq LATERAL BY: DATE: ME I 10/26/I CI LATERAL JOB NUMBER: OIG-'✓' 12 ANW WOODINVILLE OFFICE JOB NUMBER: 1010036 T DW IOR �0 L 12'-0" 6'-0" 5'-0" 14'-0" 14'-0" 6'-O" 6'-O" 2'-0" IV 4'-0" 5'-0" 6'-O" 4'-0" 4'-0" 7'-0" Iv 7'-0" LINE OF ROOF BELOW T1'P. 51 LL _ L I NE OF_WALLW _BELO12 A3 LINE OF ROOF BELOW (5) 1616 2646 (5) 1616 PIG GA5 PIG I 100 6 DBL. 5LDR — — — — — — — — — — — LINE OF WALL BELOW SHOWER I ` SOAKING TUB O O77 Q I 01 BUILT-UP 1 `}040 SKYLIGHT I COLUMN 61 ;<J vql LAM. 67LA55 I vP j 4BL. SLDR w/ IG ABV. I CA —RI GP—ET MSTz MSTR UEDRM 2468 CARPETPKT. BAH 0 _ (EGRESS) I I BEAM — TILE N O `9 266O8 I 5 SH. 1 ASV. Kj 2x6 7 VANITY � � 10'-I" L L------� — — A O o o B.Q. BEDRM 4 IN. 22"x5O" ATTIC ACCESS, I�"� 54"10 6 8 CARPET V-I" GLNG. 12 6 INSULATE WEATHERSTRIP r G O' 8 8 \ 2 6' I 2 -O 'I 12 -O 2 -O 4--0" 4 -O 2 -O 2 -0 4 -O 2 -O I 11 2 -4 I -8 4 -0 I 14'-0" SOFFIT DN. 6" J B.Q. cm s a. ® 14" d1o. �w I 2468 HALL. 2468 O 2668 i tY 50LA-TU5E CARPET m d z 5A 2_ IS o SOFFIT DN. 6" ® TILE 2468 DN. A`5 2468 m 2x6 17 R. 7 1 z - s 6 i - 5 a I G i.9 OI�IUJ 1 8'-I" CEILING = r " 14 m CARPET I A D M 3 �O� w J Q Q ; A 0 O (5) 50" W. I _ I - 12 m •fl CARPET v O 2068 I ART SH. a W.G. 2Cx611 °►n 1z R.45. 8'-I" GLNG. Lu 0- 56" GUARD a 2x4 N _L -- --- ------- 520 a O RAIL BEAM ABV. t� N C.O. I -- ----- Q W !Nf- 5Y�11 `1 SY�11 Zt 1 �t x .fl x 10'-1" GLNG. I - 6 - 1650 cV v w iN N N .� SOFFIT ON. 5 GAS --- 12" OVER 1z 4 _ 2646 5016 PIG HDR ART s 5350 5350 GAS ® 7'-0" A.U.F. s.a SHELVES I PIG OF PIG 8'-O" 12'-0" 6'-0" 4'-0" 2 I 4'-4" 1 (n 2650 LEDGE BELOW 2 -O 10'-I" CEILING I I _8 PIG _ ® 2'-0" ASV. BEDRM 2 ° L SUBFLOOR ly m CARPET i - SOLA-TUBE LINE OF WALL BELOW 2('4& - / ((o)2616 PIG ABY. 5 Y2° \ 2650 GA5 2646 PIG �o L J LINE OF ROOF BELOW LINE OF WALL BELOW (EGRESS) GAS m LINE OF ROOF BELOW 2646 6 b 6 6 ADHERED i (2)2 `{' 2 4 LIGHTWEIGHT PIG PIG PIG ( I LEDGE BELOW STONE VENEER 2'-0" ABV. (LEDGESTONE) 5 Y2° I I 5UBFLOOR _j L_ WI Al2 LINE OF ROOF BELOW 12'-0" (0'-0" 12'-O" 12'-O" 6'-O" I 18'-O" ���� R FLOO �� A AI2 SCALE: 1/4" = P-O" • i 2646 GAS (N I O I L m O r, I m �c .............. � .. 0 r • 'OF `"ESE =OTE (l : • AME By fM�ES UP : Q pies =k0i (/) A:• nssoation 2 OF y/<< CAI. S�� O NOTE: SEE 'S' SHEETS FOR LATERAL INFORMATION $ ENGINEERING DETAILS FLOOR PLAN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS 4 DOORS ARE SHOWN $ NOTED AS NOMINAL SIZES. 5. EXTERIOR WALLS TO BE 2x6 5TUD5 @ 16" O.G. U.N.O. 4. SOFFIT DOWN AREAS ARE SHADED. 5. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 6. PROVIDE A VENTED WINDOW IN EACH _ HABITABLE ROOM. THE FOLLOWING EGE ARER1 I� .L� CONSIDERED HABITABLE ROOMS: BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, 5TORACjkOtf7 2020 UTILITY SPACES AND SIMILAR. J Uu 7. SEE SHEET Al FOR ADDITIONAL NOTES 5. SEE SHEET A2 FOR VENTILATION AN F DES -WAY SCHEDULES.yDEVELOPMENT 0 .. W W U) W aCD — 'c O t. 0 LY VjW}MZ)-h WLL F O )Zoo J w U p ULLQz< MF-0S wo f-Z-jO>-ZE,iRU7W� pdLY LLI Qf_Zoaf C=jf=L,_ ozawo<LLw Xj0Upwa,oa- a- 0 0Fx2aUWZ_01-w ~ z 0 Z Z WL Q jO��a�f~llw��F=- p LL2W(nF-wZ O F 0 O O S Q Q Z LilFrmO'I-'p�0O�a�N LL U i1 Zww L� Wawof WQ�OLI (n W wJ D05xF_ la�UHNacr hLd - LL ULn-jQ�� N�Z Of=::)Z<w =6�0 F-WPJw0ZUWZZF z3cnn.Ld woOQmoQO QOQ'`'F-Wof00Oof0 dZWFS§m>LLLILLQQ o ¢X)Lo W 3��-- W .-J H N q v � j OX3�: 0 0 Lc) oa\Lo LuL0r; LoLo LoLo Z jWX v q H L- W LL > LL q O Ln rn cl) LL' N i H IL �r tu o� � N tu ksi � 4 M OL DESIGNED BY: DATE: TROY 2012 DRAWN BY: DATE: JRA 10/21/15 PROJECT MANAGER: JdeR REVISED BY- DATE: NK 5/1/Ict LATERAL BY: ME I 10/26/1 a LATERAL JOB NUMBER: 01�t-512 ANW WOODIN\ALLE OFFICE JOB NUMBER: 101003,60 ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING $ HOLDOWN5 PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10. 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RE515TANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. RQ03.2 $ R1�105.2.1 6. PROVIDE WEATHER 5TRiPPING AT ALL EXTERIOR $ GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS ® ALL EAVES, TYP. 5. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. HUMBER5 TO BE MIN. 4" HIGH WITH Y2" WIDE STROKE $ CONTRASTING BACKGROUND. a. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.6 10. SEE 0OVER5HEET FOR ADDITIONAL NOTES. 1�)I NO CORNER DETAIL SCALE: NOT TO 5GALE -15- --- 11711 11 IU ADHERED LIGHTWEIGHT - STONE VENEER FLASHING OVER r ---------------------------- COMP051TION ____ 14" d_ia._ _____---___la2GESTONEZ____ ---- ---------------SOLA- 6" LINTEL MAX BUILDING HEIGHT @ 275.32 __ SHINGLES TYPICALUBI= ___________________ --------------------------- OONT. METAL GUTTER OVER 2x6 FASCIA { ,; ` BEYOND HIGH RIDGE ® 274.71 BOARD, TYPICAL 2 - - 4 Oi 12 4 m PLATE ® 12 5 PLATE BEDRM 4 BEDRM 2 !n N --- - --- — � IF= 4:12 UP FL PLATE @ 26a.27 PLATE @ UPPER / N 6" SMOOTH / GORNFR TRIM Q \ to m w 12 HEEL N — PLATE �►' (5ARAGE FLASHING I Ie,-4T ----- - 6" SMOOTH ! 3:12 WINDOW TRIM �SUBFLOOR_� -- 6" SMOOTH TRIM 12 12 4: a 4 4:12 w _r 6 EXPOSED -_ SMOOTH LAP 51DIN6 Q w O 5UBFLOOR = v < � 261.1a N X m � MN FL PLATE ® 251i.63 X O l�7 I MAIN FLOOR @ 250.55 MAIN LOOK— . N d a o . RE51 DENCE ENTRY I I I ------------------ ----------------------------- ---------------------- TII -------_ - -- - - - - - ---------------------EXISTING ------------------------------- = -------------------------------- - AVG GRADS� - .13 GRADE fII II I FIN5HED GRADE I I I I I I I I I - - - - - - J I BASEMENT � 241.47 ------- EAS ----------- -- ----LL----------- ELE\/ATION -------L------L SCALE: 1/4''= I'-O" Q IS N A • � OF •7 1S�E No't�eCo9 U. Myk ,yob � � . Pam•' �J� ••• sSO��S C�• k oip �kLEGP�-�'.' GRIGKET FLASHING OVER �. 14 dla. BEYOND 6" LINTEL 50LA-TUBE a'-3" 12'-O" 3'-6" TOP OF 2x6 r MAX BUILDING HEIGHT (9 275.52 BUILTALL ROOF 5TRUGT. HIGH RIDGE ® 274.71 12 4 1---,— O 4:12 UP FL PLATE ®261 .27 BEDRM 2 ILI -_- 6" SMOOTH EGRESS TRIM 12 5UBFLOOR @ 261.1a � � m Q MN FL FLA-= 25, f .63 -- - - 0 - p -- M I' SMOOTH HARD PANEL 2x10 SMOOTH TRIM EGRESS 12 �4 NIP f Eli Wof6w>-xz>-t-Ww F-O OZooJWOp OWQZ< MN -14>. F-ZJ0>-z-Ftw F paxm<:a LL,a UF-,,�pzaw(f)JWw QjW0pWa'm0-00 QaNW_ cn� OU) F-1~-ZZWa a oOOaFrilao��OXF- pL�=aN WZtn Wwmof-0�0fw LLa OOaWZLLJ W V),jOf Q-owls-W=-J= pZDQ(nJW OF- _� W Ucn-j¢=l N�z OF-pZ�w =00 F-W �- woZUWZZFN- w=mW�o�QmOaF )-WOW==<R000W5 °W=§m>L,0-L,QQ O 0 L W U �:0� L6 W JOSH H Z'n H N Q O ^/ ® o Ln O Cc), o0 v Lu i- .o L0 tL> Lu DUX a 1-4 LL > LL ap N d- rn 00 iLL s III ICI O yLLI LL -A LLI z (1 < x -A DESIGNED BY: DATE: TROY 2012 DRAWN BY: DATE: RESUBMITi'E JR,4 10/21 /15 JAN 21 2020 CITY OF FEDERAL WAY OMMUNITY D EXISTING :. . GRAD= ----------- --- -- --------. - ----------------------.--- ----------.-----.-.----.--.-------- ------------------------ _ E E,:. FINISHED GRADE . .. ..... . . . ... 1 F- -1 1 - ------------------------- AVG E ® 246.5 1 1 I 1 1 I I I BASEMENT ® 241.47------------------- I I SOUTH) LEFT ELE\/AT GN LATERAL BY: DATE: MEI 10/26 /Iq LATERAL JOB NUMBER: Olq-512 ANW WOODINVILLE OFFICE JOB NUMBER: I�003� SCALE: 1/4'' = 1'-0" m MAX BUILDING HEIGHT 275.52 4940 SKYLIGHT -------------------------4-44-- Mt 45. .-A55- COMPOSITION HIGH RIDGE ® 274.71 CONT. METAL GUTTER SHINGLES TYPICAL OVER 2x6 FASCIA 12 12 m BOARD, TYPICAL Q 3 a 4 1� 12 PLATE o BEDRM 4 UP FL PLATE ®26�i.2i PLATE @ UPPER��L -cV i Q `sJ w K - O Q q 5UBFLOOR ® 2(0Q 1.I - iu MN FL PLATE ® 251.63 X d) O m In EGRESS __-_ IE an n 101 FOR milli E70 5.6. IIIII S.G. SMOOTH AIM 12 IN T E6RE55 6" SMOOTH CORNER TRIM 12 3 HEEL PLATE DINING 25a.63 6" EXPOSED SMOOTH LAP 51DIN6 - i n n MAIN FLOOR ,@ 250.55 _ — _ MAIN FLOOR � 250.55 — - 2x I O SMOOTH TRIM 2x10 SMOOTH TRIM I-- - -- . /ATION NOTES� / ---- FINISHED ORADE I. VERIFY SHEAR WALL NAILING HOLDOWN5 PER PLAN PRIOR TO -� _------------- I— - - -- - _- -- -- - ----- ------------EXISTING_ INSTALLING SII�IN6. ----�-------------- --------------- -------,----.--_------------------------ --- - ---- - - --- --------------------- AVo GRADE ®246.13 GRADE AV& GRADE (g 246.15 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. I CHAPTER 10. GRADE ---- 3. CAULK ALL EXTIRI OR JOI NT5 $ PENETRATIONS. I F-J L_-1 r-j L -I - - - - - - - - 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR I L --- J WALL ENVELOPE PER I .R.C. R703.8 BASEMENT ®241.47 I IL ---- AT 5. PROVIDE FLASHI N6 ROOF PENETRATIONS PER I.R.O. RcIO5.2 4 RQ03.2.1 L - - - - - - - - - - - - - - - - - - - - �__-- --- 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR ------ PMP IS Np� DOORS. ` 'p 7. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS ® ALL EAVE5, TYP. EST) iz;ZEAF;� ELE\/ATI ON 'oF�"`+, '' rME"v"e F`NEs S. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. HUMBERS TO BE MIN. 4" HIGH WITH /2" WIDE 1" STROKE 4 CONTRASTING BACKGROUND. tL e" Q -10 1 q. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R503.6 ,,. uo�s°'SFsd 4 10. SEE COVERSHEET FOR ADDITIONAL NOTES. i0 pO; N„>�N.• J qAf'� ADHERED ; ~� LIGHTWEIGHT STONE VENEER FLASHIN6 OVER (LED6E5TONE) 6" LINTEL TOP -B 2x------------ ------ - F- ------ ------ ------------------- 6 ------ MAX BUILDING HEIGHT® 275.32 ------ — ------ ROOF STRUCT. H16H RIDGE @ 274.71 0 112 m PLATE o 4 I2 BEDRM 2 14 >n I N 4 3:12 UP FL PLATE ®261 i.27 PLATE @ UPPER 1LL====jj— 2:12 \ - -- GRIGKET _ - -- / 12--------- I - — 4 z LIGHT —FIXTURE 1 1L URN MAIN FLOOR Q I� 12 N < 0 DINING RM PLATE (g 25,zt.63 O QI I X � ■ le ./' r ��1 - ------------ ----- - - -----------------� -------------- ---------------------- --- ----- --- ---- - _ ------ S.C._ __ - ------GRE55 ---- - EGRESS ,- G D � 2 GRADE FINISHED GRADE- L� i III I L I BASEMENT @ 241.47 -__= JJ1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RESSUDIMITTED ADU ENTRY I T lz��OHT ELE\/A T I JAN 21 2020 ALE:/4" = I'-o° COMMUN�DEVEV OPME,NT cFnOr0wU>-�-W W O ZUO 0L,Zz<NWS w�UN~pa-2mQ'Z1}- w�wVOUF-H�wI-OZ-z�paffi<u-w waw(L 00aw<pwz- W� O�=W =-UZZ i-F-ZaWa ,O0wW03: =OAF �pw=W,NF-WZN ~F-K ooj:<ZQZ w=J >- iP~X- maiF�--K2N-u-w-vao-Wzw"N�Q- =va ,, MF-OwV)LWF- ~w �ZFaInJw UF- _0 z OF=::)z<W =Q ow LdL,0�QmOa� W >-cr0V)T- ooXW'U a0a=1=WaXof00Yw CLZwF-�i M>W WL�aa rn ¢ to z U w In 30� W H - S ZInoc 1 T H N a OQs r , coin Co:,) o0 Luo � v H In f, ry C n Lr Lu L f) U X HQ LL ttk�QO > u- 00 ICIL o� �O �r w1�y IL fu �x< M- OL DESIGNED BY: DATE: TROY 2012 DRAWN BY: DATE: JRA 10/21/13 PROJECT MANAGER: JdeR REVISED BY: DATE: NK 3/1/Ici KPH k 1/16/20 LATERAL BY: DATE: ME 1 10/26/I CI LATERAL JOB NUMBER: Ol�i-512 ANW WOODINVILLE OFFICE JOB NUMBER: �OO�I COMPOSITION 5HINGLE5 OVER - FELT PAPER OVER G.D.X. OR O.5.B. SHEATHING PER PLAN, STAGGER JOINTS, TYPICAL 17 INSULATION �13 BAFFLE 12 '00----------- — 1� VENTED BLOCKING I I I ' CONT. METAL GUTTER OVER 2x6 FA50IA — - - - - - - BOARD, TYPICAL 2x6 STUDS a 16' O.G. w/ R-21 INSULATION TYP. FINISH PER ELEVATION OVER HOUSE WRAP OVER Y2" G.D.X. OR O.S.B. 13rzI7fiZ 2 M /—R-4ct INSULATION TYP. a FLAT CEILINGS PLATE ® BEDRM 4 — 3/4" T.46. PLYWOOD OVER IS" DEEP, 4X2 OPEN WEB FLR. TRUSSES w/ R-58 INSULATION 5UBFLOOR In PLATE a MAIN E-2 BEAM PER PLAN WALLS, P05T5, CEILINGS 4 BEAMS. MAIN FLOOR i I I I �'\ •tom. -� � /�\�\% ,�����•"• 14" CONCRETE OVER 4" I I GRANULAR FILL SLOPE 4" TO O.H. DOOR AS �VIIIIIIIiIII AL L SECJION SCALE: 14211 = 1'-0" I E1 CONT. METAL ' I � GUTTER OVER 2x6 FASCIA MSTfiZ BOARD, TYPICAL . i I IGG :J _ 12 A5 L.JO�UJ o o — R-4a INSULATION `� Q `t' � .3/4" T.4G. PLYWOOD � � 2x6 STUDS ®I6" _ R-4a INSULATION O.C. vw/ R-21 O OVER 18 DEEP \0 m u_+ T.O. BEAM ENTRY 4X2 OPEN WEB INSULATION TYP. -� J `9 i '` W SUBFLOOR FLR. TRUSSES 12 O - BEAM PER PLAN _ LL�AL, 5 -! � La 261.1 a N F- COMPOSITION 5HINGLE5 OVER FELT PAPER OVER MAX BUILDING HEIGHT @ 275.52 r PER PLAN, STAGGER JOINTS, TYPICAL HIGH RIDGE 274.71 17 VENTED R-4a INSULATION TYP. A5 12 @ FLAT CEILINGS 4 BLOCKING 1� 4 INSULATION ATTIC. ' ---------------'; BAFFLE UP FL PLATE o 26a.27 FINISH PER _E211 ELEVATION OVER �- HOU5E WRAP OVER Y2" G.D.X. OR O.S.B. I OL O FLOORIN • BASEMENT @ 241.47 NOTE: 54" W/ R-10 Ov ►• Div ►: l' ►iml x" ►� . cQ ►� � !\ \ \!\!\!\:•� !�\!\✓\O\!i�i!io �i/i✓i>/i✓//i✓/>!/>p�i i �i'�i 0�i�i�i'�io�i'/i'�i°�i o✓i�i'/io✓io✓i'�i/i�i/i'/i i/i✓i0'�i'�i'O'/iO�i / />�>i>� / � />i >� / / � �:�/:�/:�,:�,./,. ,..i .q.G✓�✓ '�✓i✓i✓i✓i✓i✓i✓i✓i/i✓i�/i�i/�i/�i�i/�i�✓�i�i�i�i�i�i�/\�i�\//,,y\,\/\\/\\%p/\/\/p>�y�\%�\i\�j�\>�i\✓p/p%pyp>p%p>p pO p.\\\. \\. �.\� \\.\\. �. �. ! G i ...... \i.�i�i NOTE: 54" W/ R-10 PERIMETER SLAB INSULATION Lo BASEMENT ONLY BUILDING SEC,710N 50ALE: 1/4" = 1'-0" a� O _ MN FL PLATE @ 25a.65 X 0 m 1w MAIN FLC a 250.55 -----------------Ik- ------------- -I_-- TPw(;GRADE @ 246.1� I- �l a j �. \... NOTE: 54" W/ R-10 PERIMETER SLAB INSULATION a BASEMENT ONLY 5UILZ�IN 50ALE: 1/4" = 1'-0" P 18 N ON i°�fAaa,Lolls 9� 'w++ —OPAL LIM6,fw-supwarita• D sHE 8� = : mark.0 s cI! _ t�ssoaat�a' Z � •� PEP pffENSE� �Z VENTED BLOCKING i FINISH PER ELEVATION OVER HOUSE WRAP OVER Y2" G.D.X. OR O.S.B. i NR E C_w\ EE i v E D JAN 0 7 2020 CITY F ERAL WAY COM UNITY DEVELOPMENT c� w 0 to, Naf2X V5 W>-d'z}Fw LL OOzZzQOo�N50 HQ woo (ZdJ2>..zQ�_ZNE 6p:w8zaEw_jL,w <F= LU<a�aoo ��z— ° ~zo�_zzwa a WHBRO �� F- ~F-ox— o0QZQz �'J}•VjF F-�<:2 LJ ��mtW6�t0�WF d U 0 (1) �U�Qf~/fo�V�(nQx F- LL or=�z<L� =oho t- WF JwOZX <z z3cnawooQmoQ� :oo Lei QO<Z: w¢x'o Qftx azwf-3�>L�aL�Qa O 0\ 3 l4cLnP W �1010 ki V W J 0O H Z�� H N OX3t OO Lf) O0� U � L .� �0 H 00 00 L0L0 a Lu � L X vQ Lu H EL LL > U- QO N n A rn 00 cl) IL C3 IL 03 V < W lu IL V N } V I N I < V X m0 DESIGNED BY: DATE: TROY 2012 DRAWN BY: DATE: JRA 10/21/15 PROJECT MANAGER: JdOR REVISED BY: DATE: NK 5/1/la LATERAL BY: DATE: ME 10/26/Iq LATERAL JOB NUMBER: Olq-512 Al 15 ANW WOODINVILLE OFFICE JOB NUMBER: 110056