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20-100106BRICKLI N & NEWMAN LL P avy r:s e<c rki�'c C7Y 0e vrrvjronrr ent Reply to: clungeon@bnd-law.com Brian Davis Community Development 33325 8th Avenue South Federal Way, WA 98003 7=1 1 L E RECEIVED FEB 14 2020 February 14, 2020 ury OF FEOERAL WAY COMMUNT Y DEVELOPMENT VIA E-MAIL to Brian.davis6iDcityoffederalway.corr� 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'Parce10121039099 on.kowary 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 Figure 2 Photograph ofParcel 01210390.99 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 19.120.130-2 (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 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 & 21st 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 z 304 & 21st Ave, LLC is the owner of all five parcels according to King County Parcel Viewer ownership records. s 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 ... ") a 6088/8759=.695. s Even using the slightly larger lot area specified in the site plan (9,930 square feet), the 50% threshold still would be exceeded.' 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 applicant 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 r r Andre Clungeon David Bricklin Attorneys for January Agnew -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. E 0 A WN ARCHITECTS ORTHWEST City of Federal Way Permit Center 33325 8th Ave S Federal Way, WA 98003 Attention: Greg Projects: 20-1000106 Lot A, 20-100083 Lot B Review Type: Plan review Project Address: 303XX-215t Ave SW Owner: ACS Homes RE: correction letter, dated on January, 14, 2020 Plan Review: 01/21/2020 20-100083 Lot B On floor plan, clearly delineate area of ADU and indicate square footage. On elevation plan, clearly show entry to primary dwelling unit and accessory dwelling unit. On application, indicate which is owner -occupied. Corrected: Main Entry & ADU entry called out on pages, ADU sgft added to A5. 20-100106 Lot A Provide (2) copies each of architectural site plan, upper floor plan and section drawings. On floor plan, clearly delineate area of ADU and indicate square footage. On elevation plan, clearly show entry to primary dwelling unit and accessory dwelling unit. Corrected: Main Entry & ADU entry called out on pages, ADU sgft added to A5. Sincerely, Kayne Halliday Drafter Architects Northwest, Inc. Email: kayne architectsnw.com Office: 425-485-4900 Office Fax: 425-487-6585 Toll Free: 1-888-ARCH-100 Jeffrey deRoulet, RA Project Manager Architects Northwest, Inc. Email: Jeffrev@architectsnw.com Office: 425-485-4900 Office Fax: 425-487-6585 Toll Free: 1-888-ARCH-100 RECEIVED F JAN 0 0 2020 crOF FF-DEKAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT muNrN pEvELOpMENT 33325 81h Avenue South Federal Way, WA 98003 �������''' 253-835-2607; Fax 253-835-2609 CITY OF '` •`Y;k www.cjtvoffiedera1way.com Federal Way FILE # ACCESSORY DWELLING UNIT (ADU) FEE: Contact the Permit Center at 253-835-2607, or permitcenterr'eirvoffedet•alivay.conl �%� (Not required if legal nonconforming status is established.) r� `�/ r 100' 0 � " " A" RELATED FILE #5: "'V a Q 3 00'5r Owner's Name: ` V V, I A --� U 0, — Address: ft r f . ' ` 2 Cw eu Daytime Phone: i � 5�7) b2, -9T Zq_ Tax Parcel#: 01A Zoning: YI J �5'� Lot Size in Square Feet:.g Type of ADU: [Attached ❑Detached Is this a: r�New ADU 73�� ❑ Existing ADU Existing ADU was: []Approved by King County (Provide a copy of the permit.) ❑ Other Co tru %'onof a'sting AD mpleted i 19 /20I0 Con t cf xist dent o pleted ' 19 /20. j — Which is the owner occupied unit: dPriinary Dwelling Unit or []ADU Number of square feet: A Primary Dwelling Unit ADU Pro ide the following information: Pro Utility District Water & Sewer Certificates of Approval for the New ADU ❑ King County Public Health Department Approval (if septic) []Heating Type: ❑Electric [Gas ❑Other ❑ Electrical Capacity: Primary Dwelling Unit [Letter of Application & Deed Restriction (attach) ADU FLOOR PLAN DRAWINGS (Provide the following; refer to page 3 for an example.) Floor plan of the primary dwelling unit and the ADU Plumbing (existing & proposed) Mechanical — HeatingNentilation/Air Conditioning (existing & proposed) Entrances of primary dwelling unit and ADU (existing & proposed) 2Ceiling Heights/Room Sizes for ADU [Elevation of the proposed ADU with the primary dwelling unit Bulletin 4049 — December 21, 2015 Page 1 of 3 ADU k:\Handouts\ADU Application ADU SITE PLAN DRAWINGS (Provide the following; refer to page 3 for an example.) ❑ Scale/north arrow ❑ Street/driveway location ❑ Lot dimensions ❑ ADU footprint (if detached) ❑ Primary dwelling unit ❑ Building setbacks from property line ❑ Location of utilities & easements ❑ Show location of three on -site parking stalls ❑ Locate the entrance of the primary dwelling unit and the ADU ❑ Calculate the total impervious surfaces coverage for the site (Include the existing and proposed roof area, driveway, patios, and walkways.) ❑ Other — -�- — — -�- — — -:- — — -:- — — -:- — — -:- — — -:- — — -:- — — -•- — — -:- — — -:- — — Al- - 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. Signature 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 [-]Conditions of Approval Bulletin 4049 — December 21, 2015 Page 2 of 3 Date k:\Handouts\ADU Application GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") PROJECT INFORMATION PARCEL#: 0121039158 TOTAL SITE AREA: 9,968 SQ. FT. (0.229 AC) 4 ADDRESS/LOCATION: INTERSECTION OF SW 304TH ST 5 &21ST PL SW 6 FEDERAL WAY, WA 98023 7 ZONING: RS15.0 - 1 UNIT/15,000 SF COMMUNITY PLAN: FEDERAL WAY COMMUNITY PLAN 8 9 APPLICANT 1 ARTUR KHYLYUK 1 ADDRESS: 35850 51ST AVE S, AUBURN, WA 98001 1 PHONE: (253) 632-9739 ENGINEER/SURVEYER CONTOUR ENGINEERING LLC P.O. BOX 949 GIG HARBOR, WA 98335 SURVEYOR'S NOTES 1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (TRIMBLE S-6) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS)(TRIMBLE R10). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE 1. EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. UTILITY LOCATE MARKINGS WERE PROVIDED BY THE RESPECTIVE UTILITY OPERATORS AND THE STORM LINES 2< ARE SHOWN AS EVIDENCED BY ABOVE -GROUND INDICATIONS AND BY MANHOLE INSPECTIONS FROM THE SURFACE ONLY. LOCATE SERVICE WAS ONLY PROVIDED EASTERLY OF 23RD AVE 3. SW, 3. THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT SW 304TH ST SFR PARCEL 0121039158 A PORTION OF SECTION 12, TOWNSHIP 21, RANGE 03E, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON .,ONSTRUCTION SEQUENCE BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL .WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. FLAG CLEARING LIMITS. INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. INSTALL OFFSITE CATCH BASIN PROTECTION. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM. PROVIDE INLET PROTECTION WHERE INDICATED. INSTALL REMAINING UTILITIES AND CONSTRUCT BUILDING IMPROVEMENTS. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 0. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH ASSOCIATED PLANS. 1. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 2. REMOVE TEMPORARY EROSIONCONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. BASIS OF BEARING GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2O10.00) GRID COORDINATES WERE FOUND TO BE 124018.81 / 1260296.89 AT A THE NORTH QUARTER CORNER OF SECTION 12 (SOUTH. QUARTER CORNER OF SECTION 1), TOWNSHIP 21 NORTH, RANGE 3 EAST, BEING A STONE MONUMENT WITH AN "X". THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.9999909921 AND THE GRID SCALE FACTOR OF 1.0000361374 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. SITE PLAN NOTES PROPOSED FEATURES AND STRUCTURE LOCATIONS ARE BASED ON INFORMATION PROVIDED BY THE CLIENT. CLIENT IS TO REVIEW SITE PLAN WITH CONTRACTOR CONDITIONS AS THEY EXISTED AUGUST 13, 2018, THE DATE OF THESE PLANS ACCORDINGLY OR PER COUNTY THIS FIELD SURVEY. INSPECTOR. 4. NO TITLE REPORT WAS PROVIDED BY THE CLIENT FOR THIS 4. PROPOSED DRAIN FIELD LOCATION WAS PROVIDED SURVEY, THE SURVEYED PARCEL BOUNDARIES WERE BY THE CLIENT AND NOT FIELD VERIFIED. CALCULATED USING THE SURVEY DOCUMENTS CITED IN THE LEGAL DESCRIPTIONS. THE LOCATIONS OF THE RIGHT-OF-WAY LINES SHOWN HEREON WERE DERIVED FROM ASSESSOR'S PARCEL INFORMATION, AND FROM RECORD DOCUMENTS, SUCH AS PRIVATE PROPERTY DEEDS, RECORDS OF SURVEY, SHORT PLATS, BOUNDARY LINE ADJUSTEMENTS, AND PLATS. THE SIDELINES OF THE PARCELS SHOWN AS DASHED LINES ARE IN r �, :;. , . BUILDING APPROXIMATE LOCATIONS ONLY AND CANNOT BE USED TO DETERMINE INDIVIDUAL PARCEL LINES. i <•:; € ! S80 -30, 5. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES..- i? FAI( 6. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR RESERVATIONS WHICH MAY EFFECT THIS SITE, ;a i ,t �(`` 7. THE PURPOSE OF THIS SURVEY IS FOR THE DESIGN OF A SANITARY SEWER EXTENTION. 8. ELEVATION CONTOURS SHOWN HEREON HAVE BEEN DERIVED o J FROM DIRECT FIELD MEASUREMENTS. i ::� (I► R=25.00 ' t cp FOUND BRASS DISC WITH PUNCH — MARK, SET IN CONCRETE, IN CASE, 0.5' DOWN. B/13/18. & N88 42'39"W 548. 5' (C) w STORM DRAIN CATCH BASIN ' RIM=297. 45 ?' 1 12"ADS E. IE=293.51 12 "PVC W. IE=295.01 16 PLAT OF VENTANA VOLUME 225, PAGES 29-33 1 j 889 4200160 ' 0051000050.. TRENCH NOTES IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED 4' ELEICTRIC FENCE � AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR WORKER i . ....... _ VAT SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND --- •--- _... ; FENCE COANEO Is 30' HEALTH ACT CHAPTER 49.17 RCW. SPLI RAIL FENCE�� ecur<cnPr aoNE 3 LEGAL DESCRIPTION r `a i PARCELS A, B, AND C AS SHOWN ON RECORD OF SURVEY FILED UNDER RECORDING NUMBER 20130430900014, RECORDS OF THE U PIERCE COUNTY AUDITOR. _ '• ! © f ALL IN THE CITY OF FEDERAL WAY, PIERCE COUNTY, WASHINGTON. f is, VERTICAL DATUM • �,-' �' 3 � ij BASE: WASHINGTON STATE DOT MONUMENT GP17005-133, BEING A BRASS z DISK ON THE BRIDGE DECK OF 320TH STREET CROSSING OVER 2'2 F' TAX_•ARCEI: INTERSTATE 5. ADJUSTED ELEVATION BY -0.074 TO ATTAIN NAVD-88/1t,., ;r 2Qo �•�q rq I DATUM. USED CORPSCON TO CONVERT TO NGVD-29 DATUM. ' FOUND REBAR WITH CAP it.r�.i. t ° "CES LS 42585", 0.21'N. / CALCULATED POSITION, FOUND "MAG" NAIL WITH ELEVATION=454.95' (NGVD-29). / : _.._ ON 10/09/2018. WASHER "CES LS 42685% 0.32'N. OF CALCULATED POSITION,. ON RIGHT OF j WAY LINE ON 10/04/2018, UTILITYNOTES FOUND REBAR WITH C P q LSD_j S88°42'39"E 100.64' "CES LS 42685', 0.22-N. EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS WAS AND 0.10'w, OF io CALCULATED POS ION, Cad a OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF ON 10/09/2018 ti �? _ \ hM wa DESIGN. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE z ccu RELOCATION OF EXISTING UNDERGROUND CONFLICTING UTILITIES ✓�� sae "42.39E DEPICTED OR NOT DEPICTED ON THESE PLANS. ZAo 25, oo ' I ! RECORD OF SURVEY j o_ P IF ATI Q�30130430900014 FILLSPECIFICATION 2' S EC IC N O FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR I Q WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL X PARCEL FOUND REBAR WITH (tAp LAW N i z CES LS 42685% 0,36'N, vj 1 ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ai, _ 0121039161CALCULATED POSITION, ON 10/04/2018. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. o �2 - __ ....._ _.__., _ __..._._ IMPERVIOUS AREA F a TOTAL NEW IMPERVIOUS: 5,684 SQ. FT. (.130 AC) l r��RECORDOF S }' `4,397--z ROOF AREA = 3 170 S . FT. 0.073 AC SURVEY j IMPERVIOUS CONCRETE SLBC 2,514 SQ. FT. (0,057 AC) H "� - 201 3043t}600014 r PA-RCEL 'FM PERVIOUS AREA TOTAL = 7,490 SQ. FT. (0.172 AC) ti 0 1-, 9 ()f 191 R CL a { Lo [1I _q o 7 c ii TAX PARC t f SHORT PLAT 7703291075 LOT 1 iw TAX PARCEL 0121039143 PERMIT NO. XX-XXXXXX—XX APPROVED DATE PERMIT APPROVAL BLOCK VICINITY MAP NOT TO -SCALE LEGEND EXISTING PROPOSED o---� �� -- CONTOURS -- - PROPERTY LINE/RIGHT-OF-WAY - - - - - - BUILDING SETBACK SD STORM DRAIN LINE SD SS SANITARY SEWER LINE SS R D ROOF DRAIN LINE RD — OHP OVERHEAD POWER LINE WATER LINE w TYPE 1/TYPE IL CATCHBASIN STORM DRAIN CLEANOUT (SDCO) pO CONCRETE o' Q • IMPERVIOUS GRAVEL ASPHALT PAVEMENT m . tV88 42 29+26 _ r:: • TAX P! 12210,2 '�,! J i I 30 ' c'�o VtKIN(.AATLON NOTt ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY ZONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. DRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVMES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY ZONFLICTS ARE IDENTIFIED. m W a 0 z 0 H a U w 0 z w _j ED o 00 0, Zu JZaLn �j M s CL , Go V Q p tC z :5o' , .c 0.00 o ac u 0 ON Lu i- 'S LLJ1n LU >O Z � m = X z � U _ Z z U) 0*1 [� V .�✓ Ln { JNQd- LA ZW�� ZM m L.0 Ln ro {� '" C Z r . LLj o c� All WAsg fl' �I TS F,R �SSIONAL � m Z ti �— w N z z 0 _ a LL 0 V ( J U) z uj = V) w w r-i 0 o U) ce _>� z L(\J E" J Q Q 0 _ LL) r0 E-- Y � z T Ln Q iLi N Q Q F- U F— W W z 10 U) U DESIGNER: C. MCFARLEN ENGINEER: B. ALLEN DRAWN: C. MCFARLEN S12 T21 N R03E WM DATE: 2019-09-19 REVISED: PROJECT: 18-087 DWG NAME:: 18-087-C SHEET REV. C1 A 1 OF 6 RECEIVED JAN 0 8 2020 CITY OYEPECOMMNfTDV DEVELOPMENT 0 i i � • I — — — 60 "ALDER L — — — — — 5 1 I BSBL — — — — 246 5' BSBL ` TOP OF WALL C�=24-7.2q �`NZ�-E ESQ LADDER / HIGH ELEV ®245.50 � -- --- REQUIRED) i � �I 248 I LAND I NG lc() FA RG, E L A 246 1248.Oq i 3 I I � I I I WELL 244 �� PROPOSED ' � 11 � - 50 �J� Jl COV D / PATIO I m � ® 50 PATIO M®12��Z 2 �i.�i2 ® O -- — --- --- — - 240.52 BSMT @ 240.7ci J- — — II / OT OF WELL C� 240.75 z Q I II �I Lf)I 4 U_9 I I -I I o I I I O z I i ' N I GARAGE ENTRY ADU O / J G S B ® 248.04 / 24a / LOW SLAB @ 247.71 IL 1 / 244 � LAND I N6 248.15 i o ENTRY PORCH I } 20. BSBL------ YA.RI� .... 250 I DRAIN �0 4'W WALK'. 244.2i . 240 DRIVEWAY 0 EL V @ 24, i.q2 6R @ WALL � w ' (M IN RES I DENC ENTRY 246.00 I ELEV -- / —24a - 51.50 - — — � 55�o42'SQ "E 114.12' TOE O FILL --- - —� _24a I - - - - -- --- w ,� —- OP OFI FILL — - - If vv- - 21'-,1" 30/,4TH � m i / I TE L AN r SCALE : I" = 10'-0" 0 10 20 GO ACS, LLG / ALE<SEY OOYVORONSiGY 1020 S 544TH ST, FEDERAL WAY, WA g5005 PH: 255.i52. 1654 / EM: ALE<SE1'24c�C9MAIL.COM AR(f-,,H I TEGT ARCH I TEGTS NW, I NC / JEFFRE-r DeROULET, R.A. 15l� 15 - 142NID AVE NE ; # 100 / WOOD I NV I LLE, WA �80-72 PH: 425.485.41�;`I00 / EM: JEFFRE T @)ARCHITEGTSNW.COM SITE ADDRESS PARCEL A / NW CORNER SW 504TH ST $ 21 ST AVE SW / FEDERAL WAY, WA g8005 ZOO I NC=;)o RS-15.0 LOT GOVERASE FOR FARCEL A LOT AREA: q �i67.�2 SF Ile, \� HOUSE ROOF 4 GUTTER AREA: 5,144 SE `� oof WALKS, WELL $ DRJVEWAYS: 1,544 SE pol TOTAL GOV'G AREA: 4,488 SE TOTAL % OF LOT AREA: 45.02 TOTAL GOV'6 ALLOWED: 4,g85.86 SE TOTAL % ALLOWED: 50.00% NOTE: PARCELS A $ B UNDER COMMON OWNERSHIP NOTE: THE LOT AREA 50 FOOTACGE WA5 CALCULATED IN AUTOCAD MEASURI NO THE GAD FILE PROVIDED BY THE OWNER. HE I OHT �ALC LOWEST ELEVATION: 245.50 HIGHEST ELEVATION: 251.50 AVC6 BUILDING ELEV: 4cf4.e0/2 = 24-7.40 MAX BUILDING HEIGHT: (24-7.40 + 50')= 2i-7.40 ACTUAL BUILDING HEIGHT: UNDER HEIC6HT LIMIT BY: 2-76.66 0.i4 .0 a J•.••�PR SOUS'_ �S gVtEO. ��.. Pik �•/•tNFE NO&00 µNE 50 � z \ w — N WW VOzZZQOO�NUO z co V > FZJ�}Z��(nW,}- SOn-�07-- V,,� O H w Z,-W v) Q w d Q�,ijQ��Z(nWoo p�z~zOF'I-ZQwW Z � W �80�ao����= 0 Lea (-)I. Zw WSW (n < WWW=J= w 0 1-V),z �JQZ=wo~nV) HJOo �WwOOw Z3:,-- -ZZQ w= Q Fn tUy- wWO� W �Oo�wU Q O Q=~ w QQ� K 0fl� flo� azw�3�>WawQ¢ cq 0 co:,� 0D z u W ��� w w�.F- W J _ O z N Ir � Q 0< �:L� ~ 000 NW� U fi �tnNC ❑ dam' N 0Luj3OD Lu CIA 00 z °cp ZZUW wLLu- Q OJ J ❑ 0 z N L6 00 T m O cr <. 90�L9 LL N III d- LLJ O z ll � < LA DESIGNED BY: DATE: JdeR DRAWN BY: DATE: GMB/SMM 5/2/I(�i PROJECT MANAGER: JdeR REVISED BY: DATE: KPH 01 1116/20 LATERAL BY: DATE: MEI 12/6/11 i LATERAL JOB NUMBER: OI�I-IQ7 /At5j ANW WOODINVILLE OFFICE JOB NUMBER: STANDING SEAM METAL ROOFING 4:ll l2 4:12 R �c�RESS 4:12 4:12 4:12 6" VERT CEDAR T$ G 12 a 4 \ EGRESS / / / 6'' HORIZ i I r 30' MAX RIDGE 0) ----------- 277.40 HIGH RIDGE 2-76.66 I I ' lU z - _ - HARD -PANEL / W/ MITERED CORNERS - �G SG SG SCJ, - SC. _ C� � r ly i - i \I _ - ADHERED CAST oo STONE VENEER i / GOBBLE FIELD i - - OR LEDGESTONE 7- i S - 1d=1SCE 4 _ - ---- - - ----- -_ ------------------------------------- - G S<� SG S! - - S� Sc", Y -- - ------------- _- ----- --- _ LANDING = 3 ---------- - - - - 245.15 ------I-U=---- --- ------ _ — — — — — — _�- - -�---I I I ----1_----�— — -r----- --— — -------------------- -L ----------------------------- --T-------------- , _ I --------------------L----------------- —----------- - - �- -I---- ----------------- I-I-r-J LINE of I I r------- 7 I MAIN E �1 T FF;ZONT ENTRY SIDENG I I GINISHRADE LINE OF EXIST G I I I I I GRADE \�� i I I C- ELE �KAT�ON I I I I I------- I I I I I I I--------L------_a I I I I I I I I SCALE: I/4" = I'-O" I I I I I � I I I I - - I I------------------ -y I r--------I I -- --------- - - - -- -_- F---- -- - - - -- I. VERIFY SHEAR WALL NAILING $ HOLDOWNS PER PLAN -- PRIOR TO INSTALLING 51DIN6. B0 T ®1M OF I 2. MASONRY $ WOOD FRAME CHIMNEYS ARE TO BE NELL 1 CONSTRUCTED PER I.R.G. CHAPTER 10. 5. CAULK ALL EXTERIOR JOINTS s PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR /MALL ENVELOPE PER I.R.G. R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R�iO3.2 # Rl:iO3.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS g ALL EAVES, TYP. 3. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. NUMBERS TO BE MIN. 4 HIGH WITH WIDE STROKE $ CONTRASTING BACKGROUND. q, PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.8 10. SEE SHEET Al FOR ADDITIONAL NOTES. (V�EST) LEFT—_ ELEVAT�ON_ SCALE: 1/4'' = I'-O - - - - - - - - - - - -- - - - - - - - - - - - - - - L------------------ - - - - - - - - - - - - - - - - L------------------------------------------�-I� JT, 1 J� --- ------I � �L-- I I L--L --- - - - - -I I I I I i I I I I I I I I I I I I I I - -- -- - I I I I --- ---- --- I I i t - -- I I I I --- ------------=-T------��J, I I I I I L- J - - - - - - - - - - - - - 1- - J - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - -L - - - - - - -J - - j LINE OF EXIST'G GRADE IS NOT C,2 t{ VLe ' POf azo r �CCEGP�-, lU Q ' UPPER FL v ® 270.13 X < I I T o � d 9 O 261.05UB = L MAIN PL lu KO 9260.00 4 w O � !f� MAIN SUB N (9 24ci., i2 BSMT PL -•(�D 248.78 BSMT SLAB Q 240.7a r�- 30' MAX RIDGE ® d) 277.40 _ RIDGE '6.66 :R PL 0.13 =R SUB d PL >0.00 SUB PL 3.70 BSMT SLAB 9 240.7ci I � !X X O w _� Q T d f � c� I c0 < O N � = L Q w O d z T_ .t O m AVG GRADE ® 247.40 AVG GRADE I 247.40 o w W w w z� o o V) 0 - �0� w >- 1�erF--wW VOzU �Z02HW20 w aaav��o �r C) - 0 dWNawW O awU2way -j00 �2a1ww OFF O,~Z2--r <z L'ia wo��0wm- 0�� OOw=��~WZv~i - J� pOSa-Qz W0�aN~I-~2'< W-mOwOpOWf- W a U Z W W Z W W W (n 2'W aO�fnW=JS z F a N J w Uf- 0_ W Uu) oFzxJ¢FW- F-WW = PJWOZUWocnnZo� H waLu Za M Q mOLdo 0 aoa=_waOfcroo'� azwr-31E>WwWaa V) F— � � O I— V) rn U w ii W wr,�� L1J > _ Z N Q F T �U<-� O CD O 1-c0N 0 d' N o0 00 ce 0 z v oTo Z=UW wLLLL LL QOJ 0 0 z N IT L6 rn 00 T m A1.6 � B LI II !I LLI..L 91J d- l� Z O Z LLI DESIGNED BY: DATE: JdeR DRAWN BY: GMB/5MM DATE: 5/2/1 Q PROJECT MANAGER: JdeR REVISED BY: DATE: KPH 01 1/16/20 LATERAL BY: DATE: MEI 12/6/IQ LATERAL JOB NUMBER: 011 i-11 i7 All 1!=� ANW WOODINVILLE OFFICE dJOB NUMBER: YVII`1 Y`iCLJ_ FIN GRADE g 245.71-1 L== L= L= IN 5GALE: 1/4'' = 4:12 12 a 4 m© u- Q ^. • �SS� H}C PEP O�F�TO •' r 30' MAX RIDGE ® d) 277.40 -- - OH RIDGE 276.66 'PER PL 270.13 PPER SUB 261.05 WIN N PL 260.00 i 6dN SUB 241 i.ci2 3MT PL 245.75 I 5MT SLAB 240.7( i r 30' MAX RIDGE (D 0 277.40 HIGH RIDGE (g) 276.66 ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING � HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY $ WOOD FRAME CHIMNEYS ARE TO BE UPPER PL CONSTRUCTED PER I.R.G. CHAPTER 10. @ 270.15 5. CAULK ALL EXTERIOR JOINTS $ PENETRATIONS. \ 4. PROVIDE APPROVED CORROSION RE515TANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R703.8 PROVIDE 4"H X 12" W 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. SLOT DRAIN R1:103.2 4 RQ03.2.1 i 1DEGK-FLASH INTO METAL ROOF 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR �� GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS @ ALL EAVES, TYP. 12 _ _ 4:12 8. ADDRESS OR HOUSE NUMBER TO BE P05TED AND 4 - PLAINLY VISIBLE FROM THE STREET FRONTAGE. NUMBERS UPPER SUB TO BE MIN. 4" HIGH WITH 2" WIDE STROKE $ GONTRA5TING 261.05 BAGK6ROUND. �. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.6 _ - - 10. SEE SHEET Al FOR ADDITIONAL NOTES. MAIN I N L _ M 56 _ �v - LINE OF EXIST'& -------------- GRADE MAIN SUB - - - - - ---- ----- (9) 24CIA2 --------BSMT PL 248.78 --------- TOP I I� iit i =_----- T-----I-------�� -I---- I I I WIN YELL I I I L_� I III IIIII III 0 III Iq II I L I ---------------------1------------------- �---� I I I I ®248.15 I11-4 -� I I III III \� i 1 I I I I I I I 11 II II II LI LS6--JiL- ii j LINE OF FINISH 1IIIISG ==J1 ----=- - III (II III i I i I GRADE I I j ADU ENTRY i I I I BSMT SLABI 1 I T I I I E 240 7aAB -I ® 240.75- F- LIB -� --- - - - - - - - - - -----0� -- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - --r -- - -----� --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I�J -------------------- --------------------L-------------------------------------I--U (EAS--) 1::;��OHT ELEVATION SCALE: 1/4" = 1'-0" - I A\/G GRADE I ® 247.40 7 w V ) �, \ w- o. � tia a . Lo �w vi WrIL'�!)-H WLL V0 Oz00-jWUO Z Q(> Lij �Zaow� 2oamm< I-Z�� CJ - w OU Z d W 11�n Q W w Q0(no(wa(nao0 m S a U w W O F m �F-UZza -p -I-ZQ W WO�Oowtr- o��~ao��OW~ pw2�(nLj �WZ(n �F- zz33z?c� Jo�aY =< H W �r -0Da-w ?�aOaW 1= �m O O w a U m m w Z w W m w Zw JQ�(n QOn W=J 0:DFmUMV)Q ZF ==� �n(nO O j-::)z<Z2 2 (n� Qww 0)UD ~Z F�-- Z�(na0 OO OQU Y w = �LIJ 0 Q H m FW- W I-a'oo� W U QOQ=~wQaa0a[if azw�3�>wawaa O cm U F V) 0 rn z W (o� w w�I.- W ,� Z N Q ~- = 0 T 3:L� y �oo_o � J\ �wLo Cm LoCm V � N U 6 iF l0wN aie Z op `t UwZwZwLLLL Q O J ❑ O Z F- N d' Ln 00 T co O O ts' w OL ALA � 1.0 l..L II LL LL! d- LLJ Z O DL DESIGNED BY: DATE: JdeR DRAWN BY: DATE: GMB/SMM 5/2/11 i PROJECT MANAGER: JdCR REVISED BY: DATE: KPH 01 1 /16/20 AV6 GRADE ® 247.40 LATERAL BY: DATE: MEI 12/6/11 i LATERAL JOB NUMBER: Al2 151 ANW WOODINVILLE OFFICE JOB NUMBER: I�f00�� VENTED BLOCKING A/ INSULATION BAFFLE \ 4" GONG OVER & MIL (BLACK) \/5 OVER 4" r=Atdlll AM =11 I C-1 /n== 2x6 STUDS 16" Or, N1 R-21 INSULATION T'rP (D FURR'C7 WALL x 0, N N.1, 4" GONG OVER PERIMETER R-10 RIGID INSULATION OVER (b MIL (BLACK) \/5 OVER 4" GRANULAR FILL 5�LDIN 5GALE: 1/4" = 1'-0" 12 SCALE: 1/4" 4" GONG OVER FULL SLAB COMPOSITION SHINGLES OVER R-10 RIGID INSULATION OVER (b MIL (BLACK) V5 OVER 151b FELT OVERY:2" CDX OR --GS& OVER R-GOF FRA�41N& 4" GRANULAR FILL 12 4 CONTINUOUS r--L)TT;=R OVER 2X8 FASCIA 4" GONG OVER Co MIL (BLACK) VE3 OVER 4" GRANULAR FILL E 12 4 � 50' MAX RIDGE ra) 0 I I Ut' Or WALL(P .42'=247.2cl (NO F-67RE55 LADDER REOUIRED) 0 T W C�l :Z w V) W co 0 U) bi 00,zo7, < zog-jwoo U) �- (n �; w << (nu)o of} ap:,oZm-JE-<L,w w0v)uo a- _J00- <Dwo-w U)Q- 0 0, OF-m OWE -0�213f cn F-- z D = 1-- 0 z = 0- z 0 F-- F-- Z < W w wwo o:�ao,x- M Doofo�j: -(n=)= W F- 0- oaf 0 LL M W U)3r.;Ez 0 ZnZ2�Cj �-R 00 - w x =� >- 5 F- F F=- x< <2 -Z W 0DO-ww-wo<w'-� Q=,o-LZw�-af(n W �-xo ww'-jw WW<oWwW=-J= w Dunx�-- Z-F-<-jWof- =w _j a: uJ (n V) 0 ow,<Pt 1 z 0 1-r:D z < F-- 0 x < x b- (n = ci�z- 0 f2 wt--iWozouj z Za owl--O<o WWo <Fn w =:E W U- 0 P F- m WOW, �E:5 woox 0 <0<= W<ofofoafx o- z w m > u- o- u- < < m 0 c*j 0 co 0) z u W < (DC0 Lo co Lo W w P4. �- J 00 — W> -j 3: Z Lo ir 5 c*j < F— 0.. 0� 0 0 0 0 C> C) w "T 'T u ce F'- Loo C—q 3 11 T [c`4 0 ja 0o w cq 00 z:sop zwww () w Z=) ;LL U- �V(5 GRADE W > 0 24-7.40 0 Z c\j L6 CD O (-0 < < r 1f) < OL LL cn O IL Lu O GN Y- DATE: 1[�DESI,ED B�j ,J(:Je,R nPAVJKl QV- AVC76RA @ 247.4 ED BY: I 4" GONG OVER PERIMETER R-10 RIGID INSULATION OVER/ MIL (BLACK) \,/B OVER 4" GRANULAR FILL