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20105 MAPLEWOOD DR.PDFiiiiiiiiiiiiii 12225 20105 MAPLEWOOD DR BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS:— DETERMINATION: E] Conditional Waiver E] Study Required/<Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: IIA4,JI-Pa 41nolol SCALED PLOT PLAN DATED: 5jZ61()q 1 ?7 SEWER LID FEE $: SHORTPLAT SIDE SEWER AS BUILT DATED- \ SIDE SEWER PERMIT(S) SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: LID LOT: - BLOCK: LATEMMI)STsTonnAStreet File Checklist.doc I", Mm 0 9 PLANNING'DATA STREET=FILE SINGLE FAMILY RESIDENTIAL Name: Chotyle5 Dominqvt-z— Dat . e: 04 Site Address: '7,, 0 1 0 5 M A P I P, W Do d DY I V f, Plan Check #: BLD - 0 Project Description: F-emove Carpor-t ancl 10 LA-4J G( 9 a Y-cf 9 e. . 4 ot C1 .e,v1tYy pc)y-ch covic*� / rD of� Reduced Site Plan Provided: (NO/ NO) NT5 I Zoning: F-- S MapPage: 7,-5;q" . I Corner Lot: (YES / 9 1 Flag Lot: (YES I(N)0 Critical Areas Determination #: 0 0 0 1 ?�.9 El Study Required E waiver SEPA Determination: eoX ki�i YCI53 C-L-A-t + yo,( 63 +f Exempt Needed (Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form). Re d Setbacks Street: 2-5 W Side: 101 Side: M I Rear: Actual Setbacks Street: W 9-0 1 (pU4 1# 1 Side: 11 W Side- 11 Is 4- Rear: 1,- El Detached Structures: It -52—' El Rockeries: I El Fences[Trellises: Bay Windows/Projecting Modulation: Stairs/Deck: eX- Mett', 5e+J06tC-1e-;' W - E3 (0, Parking Required: Parking Provided: J�- LotArea: Lot Coverage: Lot Coverage P-X - Sf-p- lb Vi f-W 9 a va 9 e, 4 So 15 2- Calculations: e,,X- P0V-C*1'& e.x. dtc-14 9yM29 Height Datum Point: WAtCff VVlftW Datum Elevation: 100.00 Maximum Height: Actual Height: 0 1 tF - C)z 15.8, 9;5 ADU Created: (YES/(9 k e5(. V-itchen -Showy). Subdivision: �;o 01�-- Legal Nonconforming Land Use Determination Issued: (YES Other. ,A- . 19 S - 5 99 - � 9 AVe#-a3e- Aciudl = 119-013 9 9-6 C'.. 100.0 AC1.ua 0 0 - 015, JZ. 11 -4.1 -2, 9 :eview y: Plan R Y-16" I #P20 Critical Areas Checklist Site Information. (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: 7- 0 / 0 .4zo/,- 2. 'Property Tax Account Number: - oo S o 0 10 () 0 C) 3. Approximate Site Size (acres or square feet): CA File No: * 139 4. Is this site currently developed? V yes; _ no. �n InI -,v- at&', re-,, c,004- -fr,9.- If yes; how is site developed? &Z eelv t il e,,l a e "a i Z - 41P ,vdh 0 7, Ok A &6 f- -7, 5. Desc the general site topography. Check all that apply. 1�>,Pr-400L-ea, 7- Flat less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more t�an 15% and less than 30% (a vertical rise of 10-feei, over a horizontal distance of 33 tA 664e6t-�. 40 -i � - �j - -i�;J ' , # - J Steep: grades of greater than 30% present on ertical rVe Bp '9-felt- 6ve-t",! hbT49!jta distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are yea . r-round? 14e�� . Flows are seasonal? (What time of year? 10. Site is primar ily: forested meadow ;shrubs n-dxed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: AIR For City Staff Use Only 1. Plan Check Number, if applicable? 5 1 o 2. Site is Zoned? 2- - f n4tt t� 3. SCS mapped soil type(s)? L901 �t!�Lj 4. Critical Areas inventory or C.A. map indicates Critical Area on site? N, 5. Site within designated earth subsidence landslide hazard area? A10 I DETERMINATION STUDY REQUIRED —WAIVER Reviewed 6y: Date: i 1,flo 4— Critical Areas Checklist/3.25.2004 #P20 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 40C. Jg9Z Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to- enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at /.-. i "., � 1, I -as Iff BE, D*PPENT APPUCAMN P/C V,11-0 D � SC2,La Date Received: /////,,�7 X City Receipt #: �a�t� Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to ADDlicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent infonnation-.(e.g..-site-plan,-topogaph.y-map,--etc.)- -or-- studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, miaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPMANVAGENT DATE Property Owner's Authorization By my signature, I certify that I have authorized the -above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. Owner/Applicant: Alt'de, lo 1/110L iz Name Z Z 72 R� 712, Ic M/ 14 1/ e . X/116, Street Address I -Ile. -?1, 90 a V_ le W4 �692_ City . State Zip Telephone: 6�2 T) �;_ 2 o 5- DATE /�/Ov, / , 2 00 Apf�Zt Representative: L Name 11067/ JVW .Street Address City State Zip Telephone: Email address (optional): �,Ide -k6 - *_a/m Email Address (optional): WHMLU-11 L�@Ww-um C PW C at 3- �. 91 e- 7v'-- _J - 0 19501 19502 8915 LU 8625 > 19�2 �W 145W L>U M 410 8917 7 8909 '-0 iF950919507 Steding "50' — — aplewoo( @j I I Seventh Day C'.t s) _____F719522 943 19523 0-q m Presl , )Ytefia C�j Adventist LL 00 -q C(iurch co PUGE-r W 8907 Church 9107 1.9523 196TH,ST SW — --- — ------- IT — E 860 2 8420 6606 Maple wood 19619 Manor a: 8712 8704 8410 8516 8414 1. 0" a- 8420 19626 N 19623 I9TrH C, - 8426 19632 19705 19703 20 T DRN 19702 gj 7 1 0\ 9 19709 8323 i s3i 14 1971 19713 cjl� 19714 19721 Maplewood 198TH ST SIN 1971 19722 9801 197271 19727 1117 MW . — -1 , ' 79i 19726 19805 a- 1980, 8,t65 9804 19804 Pa'rk, — CD 00 19730 84 8405 19810 �! 19812 tc . �. 6 \0�, I T 19817 19830 19829 / B"s 19818 T 19810 6 23 - 3--� .0 A, 19905 19903 19902 8705 8 1 - 5�1 19824 19900 8430 8420 0 g 19902 0 1 - . 8507, 19832 CCI c 19911 19911 19910 8518 B403 8503 — 19906 199 19912 9915 19918 19917 19918 8710 8517 i2 8405 8718 19912 19% 8407 — 19919 — 19920 is 25 co T 19928 1 19925 8711 2 8409 19928 20010 200TRST SW B812 8660 8500 2 — S, 1 4 -�j !? I N T . . 0 ). P9920 20018 2-2. 8724 2 028 20020 3: 20019 8620 [GyLm'I a 20022 > 20023 20020 20026 2 03 2.24 �P, .0 :2 . D21 jAr-200:31 902 t 0'. 2WY029 W20.03120104 —703 .115, 812 20102 .-j M 2 2 — Maplewood School 9211 E 20105 20101 20114 20121 8711 7 .1,0 CASCADE OR 20125 8810 201ST L 20111 20114 20139 T 4 2 02 A 9 8409 3� JU 20115 9130 20130 20131 > 20124 20201 202ND ST SW 20201 9021 20208 20209 0620 8502 3: 8426 3: 8412 20205 20206 8801 8622 20215 FL 20204 i�l 20205 20307 02ND P 20216 3: 20217 — — m — W 8624 11 20207 20221. 20026 — 20206 20207 ------- 9022 0 > 1123 20311 6810 20228 20227 :2-0:2 �O. 20226 -,T�312 1 OZ 20301 862 20302 2023, 20208 20209 -. 20210 20213 20318 20310 8831 20304 20305 0 20307 20310 SM307 o — .1 20311 11 0 20212 20307 MRD PL 8 SIERRA ST 9001 8308 204TH ST SW 20316 20315 20315 9210 r 202D8 20311 2 a 9120 20320 SP 9008 8307 20314 20322 20317 203 14 20319 20412 20,417 20406 20408 204TH ST SW 20405 20411 1,- 20321 8610 13 20421 20414 0 0 20421 3: 20425 V T 20420 LU a A 1 Aj . 1i 20427 — 0 PLANNING DATA NAME: ATE: FALEO� SITE ADDRESS: 0 1 o 5- Mq0wruj-?1-, PLAN CHKO: 01f -5-10 PROJECT DESCRIP71ON: /ve....- , Zr6oe 0,�-Vt id rorvej le3) rkA— 9' 1,,T-3 g, v-, REDUCED SITE PLAN PROVIDED?:OLeil No 1—irter- MAPPAGE: CORNERLOT: FLAG LOT: ZONING: CRITICAL AREAS DETERMINATION #: Qq -1 �q QStudy Reaulred: 4 1 ;-A, —_ve r 0 Conditional Waiver SEPA DETERMINATION: Q Fee El Checklist Q APO list w/ notarized form Q (Needed. for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Exempt SETBACKS: Required Setbacks: Street � 5 Left Side: t6 Right Side: Rear: Actual Setbacks: Street: V J. Left Side: Right Side: Rear: Street map chocked for additional setback required? (Yes I Nofi DETACHED STRUCTURES: ROCKERIES: FENCEsrr.RELLISES: L3 BAY WINDOWS / PROJECTING MODULATION: STAIRS I DEC* KS: PARKING: Required: �, Actual: LOTAREA: LOT COVERAGE: Calculations: BUILDING HEIGHT: Datum Point:.11AIC- (2 �L.-" A-0,0, Grr^,&- Datum Elevation: Maximum Allowed: Actual Height: A.D.U. CREATED?a/ Yes) SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes I nNo OTHER: — Plan Review By. 6)eck�v - ) -4;r- NewBPPlanningDataForni.DOC 1=11ROPERTY LIN= 83.0' q EXISTING LAUN I ' 1 -1 ip CA 25'-0" BET5 CK ip r-fff - ---------------- --------------- 7 ---------- - — — — — — — — — — — — — — — 40 oj e EXISTI L AUN A. 4— L------------------ 0 c(i /* w Lu EXISTING ASPWALT z DRIVE F lu (L EXISTING LAUN (L (L L-4- VN 25'-0" BETE�ACK PROPERTY LINE B30' MAPELUJOOD DRIVE r CA cp m m RECEIVED MAY 2 5 2004 PERMIT COUNTER If I - if I 1 1 �4 9501 1 1 1 f LLJ 19502 M 8915 W 1942 19507 > Maplewoo( 17 0 co 8625 < 8909 1 950SJ 19507 Sterfing < g :m C) Cresl C\1 Seventh Day 943 19523 0 t 3: PresOyteria LL CO Go Adventist 0 Ckiurch PUGE7-,: Church 2 F..O7 W 9107 1 523 __1916TH STSW E 8602 114211 m U 11606 Maplewood 0 Manor o 1D (n 09 B410 8704 8712 Co ir 2. 8516 8414 ze le�' 8420 19626 , 197T 83 I H..23 H 8426 19632 19705 9703 3ETDR1'41 P:. 7:0 2 197 0 9702 1 o\1 8323 8315 9714 971� 19713 197 W 20 :.7021 198TH ST Sw Maplewood 1971 19727 W9 19722 19801 19727 -1 '972 Hill — 9730 3: — a. 19801 852, 19726 19805 19804 8465 19804 Park co 19730 19811 1. § % 8405 igelo I g812 ; . T \5460 8"5 T 19817 19B30 19829 8523 8411 0 8100 igsle r 19810 sw e705 19824 < FY;17 110 '9MO 19730 '..01, 832 19905 19900 19903 19902 G"o -1. 8507 19 29.101 199 '..l. 19911 29910 lg9l 1 19910 < 8518 8503 8403 199 t 19915 19918 -1 8517 is 0 Y 8405 1.91 (L igg 19912 8407 — 19920 CD 8 19928 8629 8627 84D9 or 20010 8660 8500 -12 20018 920 8724 —o 910 20028 LLI 20019 20022 20023 20020 20024 20026 > a20021 C- 20030 .2 T t 20104 20103 8715 20036 20102 20029 20031 .121 Maplewood School 20105 20101 20114 9211 20111 20114 �.210j E20.2 0 200.3. 2..2. 012 2 . 01ST15L*SW T-- 4 CASCADE OR 20125 8810 20115 -09 9130 20130 20131 20124 I 202Nu ST SW 20=201 20201 V 20208 20209 8620 6502 8426 8412 902 — .20206 8801 8622 20215 20204 20205 :20�224 20307 202ND PL 20216 3: 20217 LU 20206 20207 20306 8624 20223 20026 > 20311 9022 8810 20228 < 20227 20208 20209 .22 8626 20231 20312 20302 z 20310 20301 8831 20304 UD 20305 1310 20307 20210 20213 — 8307 20318 0 20212 20307 203RD PL S% 20311 9001 8308 SIERRA ST 204TH ST SW 20316 20315 20315 20208 20311 28 —9, 0321 9015 __RO7 20314 20317 20322 20330 7-- ParlunE 2 7 4 2G31 9 20412 8 10 ON 204TH ST SW 20411 08 20405 Belo 8522 2G414 0 20321 4 0 �21142 2.20 0'. 3 20425 > a -720425 20432 2-2. LU . A q. 2 2-2.T 20505 t�l I I _ I ... I I I The City of Edmonds APPLICATION for SIDDE SEWER PERNQ NEW CONSTRUCTION =FREPAIRS r-i EASEMENT No. .... BLOCK No . ................................. ............ .......................................................................... I P/1 �� - - I APPROVED JUL 22 1.969 Approved: DATE.......... ............. By ...... ........... �-M Is 20105 Maplewood Drive, Edmonds, Washington Legal That portion of Tract 33, M41ewood Hillsq according to the plat thereof recorded volume 10 of Plats page #121, records of Auditor of the County of Snohomi'sh� S"te of Washington described &% TblNfiz: commencing at the Southwest corner of said tract: thence Northerly along the West line thereof a -distance of 83 feet: thence in an Easterly direction 173.2 feet along a -line parallel with the South line of said tract;thence South to a point on the South line of said tract 173.2 ffeet distant from point ofbeginning ; thence,6,Vest 173.2 feet to the point of beginning. rM D-2k Maplewood Hills COK SW COR LOT 33 TH NLY ALG W LN THOF 831TH E PLT S LN LOT 33 173.21TH S TAP ON S LN LOT 173.21FR POB TH W.173.21 TPB L VY QVI C S 14 ioi��t�j;**ii� work' In -0 -GENTER,�WATER-SEWER DEPARTMENT is ready i r inspect -Ion. (No nstW& _IL -T 0 , C WC a,SaturdaySundaY or holidays.) 3 39, SIDE, SEWER P E -R,- M_ I . ........................................................................... ................ 2.010.5 ... Raplewood ... Drive ............................................... .. - OR S ................................................... 76wNER .... :.Le_i1a..M ...... Tay�at ................................. IT .......... CONTRACT 22 ... 10, for ....................... : days -to REPArR or CONNECT a side sewer Porlylissfon Is granted . ........... ........... 19 ....... W1 . th 4 . City Sewers In accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. I —The owners of the property may obtain a permit to construct sewer, inside property -'line. A licensed Side Sewer 'Contractor must be employed to construct side sewer in street axea.. Do.not, cover any portion of sewer before it . has been inspected. 140TE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing.side sewers when.you get permit. m grade of 2%. NOTE No. 3—Top of side serwer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimu No bends In grade sharper than % will be permitted. tors shall be responsible for NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contrac failure due to improper work which may develop within one year of completion. NOTE No. S—It Is unlawful to alter or do any other work than Is provided for in the permit, or to do any work on the main sewer or. its appur- tenances except to insert the pipe into the wye. p ll::!'T. WTT.!, LIST C) w I I . TZIf)r Street Pdrlit-oF-WaN Faisting j CjO4r_j I to C-1 Access Easements Existing N" IV E5b - - PEOD m r4w. 1: utilitv Fascinclit Existillry JOSW I Pin!) a lot Per Subdiv;si.o.ri Plat Assessor I sm) Sitc Plm Cllcd.cd for Accuracy LJ F_ LON So 13 IN I n= 7 w 9 ll.cvi,cll.� by D, _. t C t n Si zc Pecuireld \i 11 e i CCt r S J_ J �x'!i F ti. I IvOrant PC(l'_i,-e(l r Fi re J)CtCctOr Cj,.ccl: ":"!ter Rcmlirurl V, 0 wntic 'Fzl;il: 11 0011'. 11CIT'lit Szininn, Avai. Sixic Availl-bilit- Sallitary w,-, "ornccti011 FCC' P00.11i.17C(I—.— P" C;! by 0,� l(n), N I:c-j I Yxj �;t; Cill Vert I C? Catch Misill !"u"allred Q I CL( IMI) 117+1� Soil C61(litiolls RCview lo n'l i t "0 ro.i. — si.7e 'n"�1C, �71 �7ite 111(mi ..I to evi- er Ficld Oloc"Ied Rite Ilavillf" RC(Illi I.Cd alrb uld C,,, I t t (1.11irc(l -U C Oj L cl(�—� S 'idcl" I- rc li C, ida co.uirccl— Cu el.) nu t for Priveway Rcquirc Pi -lit- of-l",ax- Cons ion' Pcii,,d--t Recitdred 11011d 11 red for Riblic Improve,rients 0 'tr cct M-n-ic Sign Otlicr Sioning Pcollirccl Pr Illit Sitc Inspcction ra(lc on c BY: Sewc.- Water Strect I�nginccrlrlp Sped,']. Pc(:I.,,irc,,,lcnts listcd in memo. to Building, A atc C'. f- 1].CCI ij, oll ],,,14 1 I)C, I I t C, 0 Datc Stx:lpc(l,-In(I ".�'Otations'la(Ic P4 r- I Approvc(I b)' PLI'DhC 0,pof-EFT-r- LIN� 53.0' EXISTING LAUN 25'-0" BET5 GK ---------- ------------ P FAMILY RESIDENCE SINGL j -------------- 4 4 4 EXISTkG! LALLN 100 ............ . .................. loo------------------ 0 1w EXISTING ASPHALT z DRIVE ul EXISTING LAWN (Y- (L 25'-0'' SET61ACK PROPERTY LINE 83.0' i RECEIVED MAY 2 5 2004 MAFELWOOD IDRIVrz PERMIT COUNTER DRAINAGE NOTES: ADDRESS: EXISTING ELEVATION j3!jr,1 q&.01 (P (q 4 4 2 241-211 L 4 F'R0f='ERTY LIN 03.01 141-1111 2 EXISTING ELEVATION = SIB' _71 A 71 F-Mg -i--T ----------- I A ------------- /0 CAI ------- r L_j Al C-4 4 W 201 f5LEWOOD DRIVE i ---------- r 111r1,1A!N--- OUTLINE OF 4 Vzz" ------ -- EXISTING CARPORT LNE ROOF C', EXISTNG LAWN 0 0 4 211-411 4-L" I L 12'- 4 anDITION, Cfi Cf, z ING ASPHALT z -3 DRIVE 0 -9 UJ (L I LU EXISTING LAWN r a LAIN 0 5 T 251-0 SET ACK (06, Wajw ottfv f=RCFERTY LINE 53.01 EXISTING LAWN 25'-0" 5ET5AC< Cq 011 r-^1471 1M.3 EXISTING ELEVATION 101-01t 101-01 ELEVATION = 1015 -40" &51 MAPELWOOD DRI\/E SITE FLAN Ill = 201-011 LEXICON: STREET CENTER LINE PROPERTY LINE SETBACK LINE - - - - OUTLINE OF STRUCTURE EXISTING DECIDUOUS TREE (ALL TREES TO REMAINI 0 EXISTING EVER3REEN TREE (ALL TREES TO REMAINI FLAN NOTES: 1) Number and size "I[ be in conformanos with the Uniform Plumbing Code. 2) Downspouts shall be tied into a non -perforated, rigid, smooth -bore pipe, which drains to an approved atom s9stem. 3) Drainpipe shall mo-et material standards for 021213 for PV.C. pipe, GR F-44* For smooth -bore WDJ-J-=. pipe. 4) Provide clean outs at the upper end or the aSetem and at each cumulative change or direction In excess OF 135 degrees. 5) All pipe fittings shall be made of the same mate Mal as the straight pi e. Glued joints shall use a bonding agent I bq the pipe manufacturer. LANDS CAPE NOTES: 1) ALL EXISTING TREES To REMAIN. 2) EXISTIING APPLICABLE TREES SHALL BE PRoviorm WITH PROTECTION DURING CONSTRUCTION AGAINST DAMAGE. 3) DAMAGE PROTECTION SHALL CONSIST OF NOT LESS THEN 5/811 THICK PLY WOOD BOXES CONSTRUCTED AROUND THE TFtll�" OF TREES WITH IN PROXIMITY OF cONSTRUCTION, BRACED AND HIGHLIGHTED WITH BRIGHT PAINT. THE BOXES SHALL BE CONSTRUCTED TO A HEIGI4T THAT WILL PROVED ADEQUATE PROTECTION AND BE VISIBLE BY WORKERS. FMVIEW WIT14 AFVCHITECT. LOT COVERAGE GROSS LOT AREA r. 14,35-B.0 SF ACTUAL LOT COVERAS-sE a 2Al2 8F OR IS% EXISTIW_* HOUSE Jrwl SF EXISTING PORCH 110 SF EXISTING DECKS 423.0 SF NEW GAPAGE = 4SBD c-F IMPERVIOUS AREA mcwAwarm Twis PRojEcT) MAIN STRUCTURE ROOF AREA = 1,5SSO SF (EXISTING) NEW GARAGE ROOF AREA = 5W.0 OF (NEW) NEW PORCH ROOF: AREA = E780 SF (NEW) IMPERVIOUS DRIVE WAY 4 WALK - 2068D SF (EXISTIW.2) TOTAL IMPERVIOUS AREA = 4,3140 W SQUARE FOOTAGE OWNER/CONT"AC71 OR IS RESPONSIBLE MEASURED TO EXTERIOR FOR EROSION U�IJNITROL AND DRAINAGE LOWER LEVEL EXISTIWG FLOOR AREA (TO REMAIN AS IS) = 132.0 SF Zone f1-_C7-j*k Comer — Flag EXISTING CRAWL SPACE AREA - 5213D SF GROSS FLOOR Setbacks L_I�u�ired Actual AREA T441S LEVEL 1320 SF Front W k�� .- -To - �;t (e MAIN LEVEL Sides N19 L 0 11- 5'� 12-J15 EXISTING FLOOR AREA (TO REMAIN AS IS) = 15810 SF Rear EXISTING DECK AREA 423D SF EXISTING PORCH AREA = 11.0 SF Other NEW GARAGE AREA (UNHEATED) 485-0 SF ILeight GROSS FLOOR AREA THIS-LE)ML 20120 SP CUT AND FILL CUT u 10 CUBIC YARDS TO 1041INE07 70 FAXIST. MT FILL - 4 CUBIC YARDS TOTAL EXPORT -a ro CUBIC YARDS HEIGHT CALCULATIONS 11�ff M 1) THIS SITE PLAN WAS GENERATED WIT14 OUT THE BENEFIT OF: A SURVEY. ALL ITEMS r SHOWN SHALL BE VERIFIED IN THE FIELD BY T14E GENERAL CONTRACTORL , 2) ALL INFORMATION SHOWN ON THE DRAWIW-sS RELATIVE TO EXISTWG C<X40ITIONS 18 GIVEN AS T14E BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF: ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWWsS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT TI-E PROPER REVISIONS MAY BE MADE. 3) ALL EXISTING ITEMS SHALL BE VERIFIED IN T14E FIELD BY THE GENERAL C4INTRACTOR PRIOR TO CONSTIQ=TIOISL 4) SEE A201 - A2.03 FOR ENLARSED PLANS. 5) A PRE --CONSTRUCTION MEETING IS REQUIRED BETWEEN ARCHITECT AND CONTRACTOP_ Co) TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING VEGETATION FROM DAMAGE. 1) ALL EXISTING UTILITY LOCATIONS WAVE BEEN ESTABLISHED BY USUAL SURVEY ONLY, THEREFORE SHALL BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS T14E RESPONSIBILITY OF THE GENERAL CONTRACTOR To INDEPENDENTLY VERIFY AND ACCURATELY LOCATE ALL EXISTM UTILITIES PRIOR TO THE START OF: WOW, A a WB' r WB' AVERAGE GRADE - e920' ACTUAL HEIGHT a 115.0V MAXIMUM HEIGHT .425z-25— LOT SLOPE LOT SLOPE a 23% VICINITYMAP NOT TO SCALE -2 1941h St SW 0 ft St Sam FL U00t 196th St SW at 1971 St Sw ,man I d Ymiand IRR S "g, lah PI Sw B mia—Twel St V, _U. Q UTC *nleTe W =r r= PI > Mist F4 Sw Fr > Z_ 0 1-0 cajw �%,qk6via Ft z Z� 202nd St Sw GW St ScAeTja S-1 Q 11 St D St HU mmingbird. k 2OW6tffih -Sw— jp or 2G7fn PIS i m FiAftin 20105 MAPLEWOOD DRIVE EDMONDS WASHINGTON SW26 PARCEL NUMER: LEGAL DESCRIPTION: PORTION OF TRACT 33, MAPLEWOOD HILLS, VOLUME 10, PAGE. ZONING NOTES. ZON1W5 RS-12, EDMONDS ZONING CODE PROJECT DESCRIPTION: DEMOLISH AN EXISTING.3310 SP CARPORT AND CONSTRUCT A 485.0 SF GARAGE ADDITION AND NEW PORCH ROOF. SETeACKS: 25'FRONT YARD, 25--o" REAR YARD SET5ACKS, D IO'SIDE YARD SETBACKS. BUILDING CODE NOTES: 200.3 INTERNATIONAL ge�IDNTWLCODE EDMONDS COMMUNITY DEVELOPMENT CODE CONSTRUCTION TYPE V-N OCCUPANCY CLASS R3, SINGLE FAMILY OUNER: HIDETO NAKAJIMA 1612S 12nd AVENUE N.E. KENMORE WASHINGTON c38O28 (425) e22 - 9005 PROJECT CONTACT/ARCHITECT: PAUL WHITNEY P.A WHITNEY ARCHITECTURE INC. 2851 NWI 64th STREET SEATTLE WASHINGTON c3alol (2090 lai3 - 3cJ34 PAUL-SWHITNEYAP,CHITEC'rURE.C:OM STRUCTURAL ENGINEER: TOD PERBIX PERBIX 15YKONIEN 316 TERRY AVENUE NORTH, SUITE A SEATTLE WA, 1351013 (206) 264 - 1194 GENERAL CONTRACTOR: NOT YET DETERMINED APPROVED BY PLANNING Lj DRAWING INDEX: ARCHITECTURA ; A1.01 SITE PLAN, F'ROJECT INFORMATION A1.02 GENERAL NOTES A2.01 LOWER LEVEL FLOOR F`LAN A2.02 MAIN LEVEL FLOOR f=LAN A2_03 ROOF f=LAN A2.04 WINDOW 4 DOOR SCHEDULES A3.01 EXTERIOR ELEVATIONS A3_02 IBUILDING SECTIONS STRUCTU 5001 STRUCTURAL NOTES 82.01 FOUNDATION f=LAN 52-02 ROOF FRAMING PLAN 96-01 STRUCTURAL DETAILS P R a j R 07 -. 2ARA(ME AD001ruCH'To a SOMMLE 1FAfflLV HESDOEHOE 2003 HAFLEW(000 MROVE [EDHOHDO9 WASHOH070H 102%'TIE 93SUED.- 10/23/2004 PERMIT [DAY [E H [E V 0 3. [E 0 11 � � � W snws� M(D FD%[MLF- SHRIE'T HUMMER-. A E:1 �X7- 63 f( s mapa (t� qua ?to L — 4 4 6 2- 2 24'-2' 4 LIN� 63.0' EXISTING LAWN _IV ea 25'-0" 5ETIBACK F P- Cq Cq F 4_1 T ---------- 11 ------------- '10 -]V SIWsLL=- f��, ILY PAE-SIDENCM --------- ---- IlL ___j --- ----------- --------- - L tl ---------------- - =EXISTING EXISTING CARFORT 1C14 11.-(0 4 4 _O 4 EXISTI �4G LALLN 100 100 ------- -------------- 0 C(i 0) 0 I LU Z EX STING ASPHALT DRIvE _IV W EX15TIN W lu OL 0_ CrVV EXISTING LAWN (L OL L 0 2a'-O" SET ACK a3ff MAPELWOOD DRIVE SITE FLAN I'' = 20'-0" LEXICON: AREA OF NEW CONSTRUCTION STREET CENTER LINE PROPERTY LINE SETIBACK LINE — — — — OUTLINE OF STRUCTURE EXISTING DECIDUOUS TREE (ALL TREES TO REMAINI ) 0 EXISTING EVERGREEN TREE (ALL TREES TO REMAIN] 1/7� 1 )1711- - 40' w .FLAN NOTES'. 1) THIS SITE PLAN WAS GENERATED WITH OUT THE L�Sr-�FIT OF A SURVEY. ALL ITEMS SHOWN SHALL BE VERIFIED:IN THU FIELD BY THE GENERAL CONTRACTOR. 2) ALL INFORMATION SHOWN ON THE DRAWINGS-RELAiTIVE TO EXISTING CONDITIONS 15 GIVEN AS THE BEST Pw--SETNT*- - KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCUR4C.Nr. - WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINiSS, THE4Y SHALL BE REPORTED TO THE ARCHITECT 80 THAT THE IFF401"'ER: REVISIONS MAY BE MADE. 3) ALL EXISTING ITEMS SHALL BE VERIFIED 15Y THE GENERAL CONTRACTOR PRIOR TO CONSTRdCTNOR : 4) SEE A2.01 - A2D3 FOP, ENLARSED PLANS. 5) A PRE- -CONSTRUCTION MEETING 15 RI-EQUIREP E�ETWEEN ARCHITECT AND CONTRACTOR. &) TAKE NECESSARY PRECAUTIONS TO PROTECT E48TING VEGETATION FROM DAMAGE. 1) ALL EXISTING UTILITY LOCATIONS HAVE MEFEN!ESTADLISHEO BY USUAL SURVEY ONLY, THEREFORE SHALL BE; C<,'��NSIVSFRED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT I"'., THE RESPONS151LITY OF THE GENERAL CONTRACTOte TO INDEPENDENTLY VERIFY AND ACCURATELY LOCATE. ALL EXISTING UTILITIES PRIOR TO THE START OF WORK CUT AND FILL NO SOIL DISTURBANCE THIS PERMIT DRAINAGE NOTES. ROOF DRAINS: 1) Number and size shall be In conformance with the Uniform Plumbing code. 2) Downspouts $hall be tied Into a non -perforated, rigid, smooth -bore pipe, which drains to an approved storm s�atem. 3) Drainpipe shall meet material standards for 0212S for F.V.C. pipe, GR F-405 for smooth -bore H.D.P.E. pipe. 4) Provide clean outs at the upper end of the sUstem and at each cumulative change of direction In excess of 135 degrees. 5) All pipe fittings shall be made of the same material as the straight pipe. Glued joints shall use a bonding agent cl bU the pipe manufacturer. LANDSCAPE NOTE51. 1) ALL EXISTING TREES TO REMAIN. 2) EXISTING APPLICABLE TREES SHALL BE PROVIDED WITH PROTECTION DURING CONSTRUCTION AGAINST DAMAGE. 3) DAMAGE PROTECTION SHALL CONSIST OF NOT LESS THEN 5/8" THICK FLY WOOD BOXES CONSTRUCTED AROUND THE TRUNKS OF TREES WITH IN PROXIMITY OF CONSTRUCTION, BRACED AND HIGHLIGHTED WITH BRIGHT PAINT. THE BOXES SHALL BE CONSTRUCTED TO A HEIGHT THAT WILL PROVED ADEQUATE PROTECTION AND BE VISIBLE My WORKERS. REVIEW WITH ARCHITECT. LOT COVERAGE mcwmwo THIS FFPojEcT) GROSS LOT AREA = 14,35S.0 SF ALLOWAEBLE LOT COVERAGE = 35% OF LOT AREA (5,02roZSF) ACTUAL LOT COVERAGE = 1,5TI8 SF (HOUSE) + 368 SF (CAR FORT) + 423 SF DECKS 18" AIBOVE GRADE = 2,31B8 19F OR lroto% (UNCHANGED) (INCLUDES ALL EAVES T14AT EXTEND OVER la") IMPERVIOUS AREA(UNCRANGED THIS PRojEc:T) MAIN STRUCTURE FOOTPRINT AREA = 1,5e6.0 SF (INCLUDES EAVE AND GUTTER THAT EXTEND MORE THEN 18") CAR FORT STRUCTURE FOOTPRINT AREA = 3368D SF (INCLUDES EAVE AND GUTTER THAT EXTEND MORE THEN 16") IMPERVIOUS DRIVE WAY 4 WALK = 2,068D SF (EXISTING) TOTAL IMPERVIOUS AREA = 4,49?6.0 SF (UNCHANGED THIS PROJECT) SQUARE FOOTAGE MEASURED TO EXTERIOR LOWER LEVEL EXISTING FLOOR AREA (TO REMAIN AS 19) = IS3.0 SF REMODELED FLOOR AREA = 53S.0 SF EXISTING CRAWL SPACE AREA = 5213.0 SF GROSS FLOOR AREA THIS LEVEL v 132.0 SF MAIN LEVEL EXISTING FLOOR AREA (TO REMAIN AS 19) = '155.0 SF REMODELED FLOOR AREA = 832.0 SF EXISTING CAR FORT AREA (TO REMAIN AS 15) = 366D SF EXISTING DECK AREA = 4230 SF NEW PORCH AREA = 110 SF GROSS FLOOR AREA T441S LEVEL a 115—WO TOTAL MUILDING AREA = 2-330.0 SF TOTAL HEATEO ARJEA =2-330-0 6F (SEE SWEET A102 FOR HEATED SPACE DIAGRAM) VICINITY MAP NOT TO SCALE ADDRESS: 20105 MAPLEWOOD DRIVE EDMONDS WASHINGTON c38028 PARCEL NUMER: 00506-100003304 LEGAL DESCRIPTION: PORTION OF TRACT 33, MAPLEWOOD WILLS, VOLUME 10, PAGE. ZONING NOTES: ZONING RS-12, EDMONDS ZONING CODE PROJECT DESCRIPTION: INTERIOR REMODEL TO EXISTING SINGLE FAMILY RESIDENCE. SET5ACKS: 25'FRONT YARD, 25'-0" REAR YARD SET15ACKS, AND IO'SIDE YARD SETSACKS. 5ULDING CODE NOTES: IV31 UNIFORM IBUILDING 4 MECHANICAL CODE 2000 UNIFORM PLUM15ING CODE UMC 2001 WASHINGTON STATE ENERGY CODE 2002 WASHINGTON STATE VENTILATION CODE EDMONDS COMMUNITY DEVELOPMENT CODE CONSTRUCTION TYPE V-N OCCUPANCY CLASS R3, SINGLE FAMILY OWNER., DETO 4 KAY LLC HIDETO NAKAJIMA 16128 '12nd AVENUE N.E. KENMORE WASHINGTON c38O2a (425) 1322 - 8005 PROJECT CONTACT/ARCHITECT: PAUL WHITNEY P.A. WHITNEY ARCHITECTURE INC. 2651 NW ro4th STREET SEATTLE WASHINGTON S0101 (20ro) 16S - 3c334 PAULOWHITNEYARCHITECTURE.COM STRUCTURAL ENGINEER: TOM PER5IX PERSIX 15YKONEN 316 TERRY AVENUE NORTH, SUITE A ISEATTLE WA, S8101B (20(o) 264 - 1184 GENERAL CONTRACTOR, NORTHBERG CONSTRUCTION TOM IBERGER 2211 235 PLACE S.E. BOTHELL, WA SS021 (206) 130 - 2518 DRAWING INIDEX: ARCHITECTURAL: A1.01 SITE F'LAN, f=ROJECT INFORMATION A1.02 GENERAL NOTES A2.01 LOWER LEVEL FLOOR FLAN A2.02 MAIN LEVEL FLOOR FLAN A2.03 W[Nr,>OW 4 C)OOR SCHErDULES A3.01 EXTERIOR ELEVATIONS A3.02 EXIERIOR ELEVATIONS A3.03 fBUILC)ING SECTIONS A5.01 ARCHITECTURAL [)ETAILS STRUCTURAL: 50-01 STRUCTURAL NOTES 52.01 FOUNC)ATION FLAN/ MAIN LEVEL FLOOR FRAMING 52.02 ROOF FRAMING FLAN 5a.01 STRUCTURAL C)ETAILS =1 H.W. @Qh STREET SEATTLE WA WT@7 20@.7@9.393,6 FAK.7@0.11@71 PROJECT: 0 r,,-% � no n17 W W (6) L& L L (0� A00070H I REMODIEL IrO A 30HOLE FAMOLV RESODENCE 2@11@5 MAPLEWOOD DROVE EDHOMD39 WASHONaTON 13406 \ REGISTERED OF WASHINGTON DL%7E 98BUIED.. 05/24/2004 PERMIT DAT'le REVUSIED.- 06/07/2004 CD REVISIONS SHEET 7`07ILFE.- SH[EFIr HUMEFER.. @ 0 L_j 4401VA JUN 14 2001P H Is PERMIT COUNTER 000PYRUGHT' 2001Z F.A.WHOTHIEV ARCHUTIEC7URFE on@. C)S- L-)�- 7 7 7 4 1 24'-2" RTY LINE� 63.0' EXISTIW-s LAWN 25'-0" SETB CK --------------- 0 Er---------- L a 1_1201 AM, LY RESIPENC 4 1 . ......................... W-11" 2 I — r . --------------- rEXISTING3 EC_AfRRfF:00:RT -1 L J V 4 '-7 -114 7 4 EXISTI�4G LAUN A 1 L------------------ 0 LU z 5T" EX" EXISTING ASPHALT z C>RIVE -4 tu 0- lu EXISTMG. LAWN L 0 - — — - — — - — 25'-0" — - — SETEACK 474 PROPERTY L INE .53.0' 10 1-011 MAPEL11,11000 DRIVE 5 1 TE FLAN ill = 201-011 LEXICON: AREA Of: NEW CONSTRUCTION STREET CENTER LINE PROPERTY LINE SETBACK LINE — — — — OUTLINE OF STRUCTURE EXISTING DECIDUOUS TREE (ALL TREES TO REMAINI 0 EXISTING EVERGREEN TREE (ALL TREES TO REMAINI ) FLAN NOTES: (P I 1) THIS SITE PLAN WAS GENERATED WITH OUT T�E MNEEFIT OF A SURVEY. ALL ITEMS SHOWN SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR. 2) ALL INFORMATION S14OUN ON THE DRAWMS RELArIVE TO EXISTING C47-401TIONS IS GIVEN AS THE BEST PWSENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL C4NDITIONS CONFLICT WITH T44E DRAWMS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE PROPER REEVISIONS MAY BE MADE. 3) ALL EXISTING ITEMS SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR MOR TO CONSTWCTION 4) SEE A2.01 - A203 FOR ENLARCkED PLANS. 5) A Pf�EcomaTmcnoN MEETING is REauIRED 5ETuEEN ARCHITECT AND CONTRACTOR. 6) TAh<E NECESSARY PRECAUTIONS TO PROTECT EXIST[Ws VEGETATION FROM DAMAGE. 1) ALL EXISTING UTIL17Y LOCATIONS HAVE BEEN ESTABLISHED BY USUAL SURVEY ONLY, THEREFORE SHALL BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT 15 THE RESPONSIBILITY OF T14E GENERAL CONTRACTOR TO INDEPENDENTLY VERIFY AND ACCURATELY LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF WOFr, CUT AND FILL NO SOIL DISTUR15ANCE T1418 PERMIT 2RAINAGE NOTES: ROOF DRAINS 1) Number and size shall be In conformance with the Uniform Plumbing Code. 2) Doufe.p�outs shall be tied into a non -perforated, r1gTd, smooth b e pipe, which drains to an approved storm 69stem. 3) Drainpipe shall most material standards for D2125 for P.ViC. pipe, GR F-405 for amooth-bore WD.F.E. pipe. 4) Provide clean outs at the upper and of the agatem and at each cumulative change of direction In exams of 135 degrees. 5) All pipe Fittings shall be made of tle same material as the straight pipe. Glued joints shall use a bonding agent recommended bg the pipe manufacturer. LANDSCAPE NOTES.- 1) ALL EXISTING TRESS TO REMAIN. 2) EXISTING APPLICABLE TREES SHALL M PROVIDED WITH PROTECTION DURING CONSTRUCTION AGAINST DAMAGE. . 3) DAMAGE PROTECTION SHALL coNsisT or- NOT LESS THEN rv/w BOX C RUCTED AROUND THE TRUNKS OF TREES WIT14 IN PROXIMITY OF CONSTRUCTION, BRACED, AND HIGHLIGHTED WITH BRIGHT PAINT. THE BOXES SHALL BE CONSTRUCTED TO A �-EIG:HT THAT WILL PROVED ADEQUATE PROTECTION AND BE VIS15LE By WOF12KERS. REVIEW WITH ARCHITECT. LOT COVERAGE (uNcmAwwo Twis mw-jecT) GROSS LOT AREA = 14,35SD OF ALLOWABLE LOT COVERAGE = 359- OF LOT AREA (502606F) ACTUAL LOT COVERAGE - 1�51BS SF (HOUSE) + 36a SF (CAR PORT) + 423 SF DECKS 1511 ABOVE GRADE - 2,3cJ5 SF OR 16.69. (UNCHANGED) (INCLUDES ALL EAVES THAT EXTEND OVER 1811) IMPERVIOUS AREA (UNCHANGED TWis PRoiEcT) MAIN STRUCTURE FOOTPRINT AREA - 1,5eeo SF (INCLUDES EAVE AND GUTTER THAT EXTEND MORE THEN IS") CAR PORT STRUCTURE FOOTPRINT AREA = 3368.0 SP (INCLUDES EAVE AND GUTTER THAT EXTEND MORE THEN 10") IMPERVIOUS DRIVE WAY 4 WALK 2,0680 OF (EXISTIWG) TOTAL IMPERVIOUS AREA - 4,466D 5F (UNC44ANGEP THIS PROJECT) SQUARE FOOTAGE ADDRESS: 20109 MAPLEWOOD DRIVE EDMONDS WASHINGTON SM28 PARCEL NUM5ER: 00506'100003304 LEGAL DESCRIPTION: PORTION OF TRACT 33, MAPLEWOOD HILLS, VOLUME 10, PAGE. ZONING NOTES: ZONING RS-12, EDMONDS ZONING CODE PROJECT DESCRIPTION: INTERIOR REMODEL TO EXISTING SINGLE FAMILY RESIDENCE. SET5ACKS: aDD[I700H / HIPENODFELTO 2Ev'r-RONT YARD, 25'-0" REAR YARD SETBACKS, AND IO'SIDE YARD SETBACKS. a 30HOLE FAMULlY RESUBEIKICE 2006 MAPLEWOOD DR[IWE 5UILDING CODE NOTES: IC35-1 al D G4 ICAL CODE .S(OW BUIL IN 2000 BUILDING 4 NICAL, Mr RM PL CODE U C _or I TATE 5NE� Y c 7 31 0 U ��N RM PL CODE UMC 2001 WAS I TATE ENERGY CODE U E 2002 WA T TATE VENTILATION CODE NJ 1, E 6 COMMUNI OPMENT CODE CONSTRUCTION TYPE Vfio OCCUPANCY CLASS R3, SINGLE FAMILY OUNER: OETO 4 KAY LLC 4-41DETO NAKAJIMA 19P125 12nd AVENUE N.E. KENMORE WASHINGTON 1218028 (425) S22 - W05 STRUCTURAL ENGINEER: TOO PERABIX P5RBIX BYKONEN 318 TERRY AVENUE NORTH, SUITE A SEATTLE WA, S810-3 (29*) 264 - 1184 MEASURED TO EXTERIOR LOWER LEVEL EXISTING FLOOR AREA (TO REMAIN AS 18) 1W.0 W REHeIDE FLOOR AREA - 53S.0 EXISTING CRAWL SPACE AREA = 52e2SF agass FLo-og AREA Twis LEVEL m 1320 W MAN LEVEL EXISTING FLOOR AREA (TO REMAIN AS 15) = '155.0 W DRAWING INDEX: REMODELED FLOOR AREA - 832Z SF EXISTING CAR FORT AREA (TO REMAIN AS 16) - uvao W EXISTING DECK AREA = 42.3.0 W ARCHITECTUR,41 NEW PORCH AREA -_ 11D W 41.01 SITE I=LAN, IOROJECT INFORMATION CIAOSS FLOOR AREA THIS LEVEL - Irmo A1.02 GENERAL NOTES TOTAL BUILDING AREA - 2Z30_0 SF A2.01 LOWER LEVEL FLOOR PLAN A2.02 MAIN LEVEL FLOOR f=LAN TOTAL HEATED ARE A �7-2=330:0 6F - 1619 A 1; F A21.03 WINDOW 4 DOOR SCHEDULES (SEE SWEET Al-02 FORI-EATED SPACE DIACIRAM) h -01---EXTERIOR ELEVATIONS A3.02 EXIERIOR ELEVATIONS A3_03 IBUILDING SECTIONS A&01 ARCHITEC:TURAL DETAILS VICINITY MAP NOT To SCALE STRUCTURA 50.01 STRUCTURAL NOTES 1�th alsw 7 SM _91.190t D. '196th St Sw > v Bt < P ��ay '10� st av, Qq St Viselvlamd 1�&h P1 SW % ookrn�'ro 5t I WCYDd Lrr'_,� STO&Meye DT ___ ',�% --=Q N3 200�th St 6w '54 -7 201 St P) sw la�ol 202 n d St SEw W ct ena S-1, 7ri� Cal rill-, Hummir d. mqUir Mh y 1 ZG'] P1 5 �;y Main St. 52.01 FOUNDATION J=LAN/ MAIN LEVEL FLOOR FRAMING 82.02 ROOF FR-4MING f=LAN 55-01 STRUCTURAL DETAILS Elp FILE I DA'T[F= 63BUIED'.. 05/24/2004 PERMIT 0&7E REWOBED.. 06Z07/2004 1 REVISIQN� SHIEPT 70'TLE-. SUMS) Llf:�Infl SHEE7 NUMBER-. E] 0 RECE#1,fED MAR 26 2006 BUILDING DEPARTWMI CITY /w, If 111-roi.1 4 24'-21' 1. 1ROPERTY LINi 53.0' EXISTING LAUN I v 25'-0" SETBACK 7 7 7 - - - - - - - - - - - I r 'Lie, -------------- Ltly 0 SIN14121 ILY RESIDENCE--, 1 ---------- -- ....................... . .... ...... ..... --------- %1A -------------------- =EXISTING CARPORT 4 '-0j" 114, -1� 2 7 1. EXISTI',* LAWN A— A ' L ------------------ 0 W z fal EXISTING ASPHALT z DRIVE 4 pal E"T"'l r Uj I Q1 1 lu (L r EXISTING LALLN EXISTING LAWN 0 IL 25'-0" SET ACK 5 1 TE FLAN III = 201-011 LEXICON: AREA OF NEW CONSTRUCTION STREET CENTER LINE PROPERTY LINE SETBACK LINE — — — — OUTLINE OF STRUCTURE EXISTING DECIDUOUS TREE (ALL TREES TO REMAINI 0 EXISTING EVERGREEN TREE (ALL TREES TO RIEMAINI PROPERTY LINE a3.0' MAPELWOOD DRIVE FLAN NOTES: (P L At V Ll 1xis 1) THIS SITE PLAN WAS GENERATED WITH OUT THE BENEFIT OF A SURVEY. ALL ITEMS SHOWN $HALL BE VERIFIED IN THE FIELD 5Y THE GENERAL CONTRACTOR 2) ALL INFORMATION 614OUN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE PRAWMS, THEY SHALL BE REPORTED TO THE ARCHITECT 50 THAT THE PROPER REVISIONS MAY BE MADE. 3) ALL EXISTING ITEMS WALL BE VERIFIED IN THE FIELD BY T14E GENERAL CONTRACTOR PRIOR TO CONSTMCTIOR 4) SEE A2.01 - A2.03 FOR ENLAW-%ED PLANS. 5) A PRE--CONSTFaJCTION MEETING 15 REQUIRED 5ETUEEN ARCA41TECT AND CONTRACTOR 6) TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTIWa VEGETATION FROM DAMAGE. 'V ALL EXISTING UTILITY LOCATIONS HAVE BEEN ESTABLISHED BY USUAL SURVEY ONLY, T14EREFORE SHALL BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT 16 THE RESPONSIBILITY OF T14E GENERAL CONTRACTOR TO INDEPENDENTLY VERIFY AND ACCURATELY LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF WOM CUT AND FILL ADDRESS: NO SOIL DISTURBANCE THIS PERMIT 20105 MAPLEWOOD DRIVE EDMONDS WASHINGTON eOO28 DRAINAGE NOTES. PARCEL NUM5ER: DRAINS: 00506100003304 1) Number and size &hall be in conformance with the Uniform Plumbing Code. LEGAL DESCRIPTION: 2) Downspouts shall be tied into a non -perforated, rigid, PORTION OF TRACT 33, MAPLEWOOD HILLS, VOLUME smooth -bore pipe, which drains to an approved storm 6sotem. 10, PAGE. 3) Drainpipe "]I most material standards for D212S For P.V.C. pipe, GR fi-40b�"for, emooth-bore H.D.Pr:. pipe. ZONING NOTES: 4) Provide cloax the upper and of the s9stem and at ,,,Pt_At, each cumulative n ation In excess of 135 degrees. 1046 ZONM RS-12, EDMONDS ZONING CODE 5) All pipe 1`114� 1111168 made of the same material as the J! PROJECT.. straight pipe. Quad. 80ts shall use a bonding agent recommend '8 t4pips manufacturer. PROJECT DESCRIPTION: INTERIOR REMODEL TO EXISTING SINGLE FAMILY RESIDENCE. LANDSCAFEI�- SET5ACKS: 1) ALL SXISTING: Eal k, IN. 25' FRONT YARD, 25'-0" REAR YARD SETBACKS, 2) EXISTING A 'LIC TREES SHALL BE PROVIDED WITH a 80HOLE Fz%HDLY RESUDEHCE PROTECTION DURI CTION AGAINST DAMAGE. AND 10' SIDE YARD SETBACKS. 20106 HAPLIEW000 DROWE 3) DAMAGE PROTECTION SH I �L CONSIST OF NOT LESS TI-SN 5/811 SUILDING CODE TREES WITH IN XIMIT_,,��_ ION, BRACED ANID HIGHLIGHTED IT 5 1 1 OXES SHALL BE IV51 tM RM BUIL 'a 4 MECHANICAL CODE 31 R1 BUILD MECHANICAL C, ec Dr r CONSTRUCTED A EiG4Tt;,, WILL PROVED ADEQUATE 2000 UNI 1 5iNG CODE umc Y ODE C TIL ON C ATI Ml� PROTECTION AND 0 _V1 If IJI.Ir WORKERS. REVIEW WITH 20EOI WAS TO TE 5NERSY CODE All A 10 ARCHITECT. 2002 SHINGTON ST NTILATION CODE E E 0 NG E _L ONDS C70MMUNITY DEvE T CODE LOT COVERAGE mcwAw.Eo Twis PROJECT) CONSTRUCTION TYPE V-VI7 OCCUPANCY CLASS R3,6INGLE FAMILY GROSS LOT AREA = 14,35S.0 W OWNER: ALLOWABLE LOT COVERAGE = 35% Or- LOT AREA (502606F) PETO 4 KAY LI-C ACTUAL LOT COVERAGE - 1,5S8 SP (HOUSE) + 368 SF (CAR HIPETO NAKAJIMA FORT) + 423 SF DECKS 15" A5OVE GRADE - 2,3c35 SF OR l6k% 16128 -12nd AVENUE N.E. KENMORE WASHINGTON caS028 (425) IZ22 - 8005 (INCLUDES ALL EAVES THAT EXTEND OVER IS") IMPERVIOUS AREA (UNCHANGED T1416 PROJECT) MAIN STRUCTURE FOOTPRINT AREA . 1,5cbSo SF (INCLUDES EAVE AND GUTTER THAT EXTEND MORE THEN IS") CAR PORT STRUCTURE FOOTPRINT AREA = 3368.0 OF (INCLUDES EAVE AND GUTTER THAT EXTEND MORE THEN 10") IMPERVIOUS DRIVE WAY 4 WALK 2,066.0 SF (EXISTING) TOTAL IMPERVIOUS AREA a 4,466.0 SF (UNC44ANGEID THIS PROJECT) STRUCTURAL ENGINEER: TOD PERIBIX PER51X 5YKONEN 319 TERRY AVENUE NORTH, SUITE A SEATTLE WA, S810e (29*) 264 - 1-115.4 SQUARE FOOTAGE MEASURED TO EXTERIOR LOUERLEVEL EXISTING FLOOR AREA (TO REMAIN AS 16) - 193Z SP REHISIDE FLOOR AREA - 53SO SP__F- X c, R-emeLtm CL5 LS) EXISTING CRAWL SPACE AREA = 52cao SF GROSS FLOO R_ A I-REA THIS LEVEL w 132.0 SF MAIN LEVEL EXISTING FLOOR AREA (TO REMAIN AS 15) = 155.0 SF DRAWING INDEX: REMODELED FLOOR AREA n S32.0 SF EXISTING CAR FORT AREA (TO REMAIN AS IS) 3680 SF EXISTING DECK AREA = 4230 W ARCHITECTUFP.A NEWPORCHAREA = I"IDSF 41-01 SITE PLAN, PROJECT INFORMATION QWSS PLO -OR AREA THIS LEN4EJ_- ISS90 A1.02 GENERAL NOTES TOTAL MUILDINGAREA - 233" A2.01 LOWER LEVEL FLOOR PLAN A2.02 MAIN LEVEL FLOOR PLAN TOTAL HEATED AREA - ��30:0 6F A2.03 WINDOW 4 DOOR SCHEDULES (SEE SWEET A1.02 FOR 14EATED SPACE DIAGRAM). h- 3-Z1-----EXTERIOR ELEVATIONS 43.02 EXIERIOR ELEVATIONS A303 MUILDING SECTIONS -TAILS A8_01 ARCHITECTURAL DE VICINITY MAP NOT To SCALE STRJJCTURAL: 80-01 STRUCTURAL NOTES 194th StjSw 1 0 7 600ft T-1 Cleo OL rij-p9at D. 06thist SW A n d sw,j P r3quat way '! 9 At St Vkmvland Wa tb St sw __1�13h SW B ��Nore st a 600JILI, SKI 0 M e T 'DT — T pa 200th gt.�j�� P4 Wd _U )> Z 2al St P) SW Fu .1 CL Iz M 20 1" > ca,bl V'r 2nd St < Q�6n t yg =0L11 St pliVl Dal Lq Y_ A! 206th 1W 1111MAMAN N, _R-11.pt td V466 6inG�� LU 9W $2.01 FOUNDATION PLAN/ MAIN LEVEL FLOOR FRAMING 82.02 ROOF FRAMING PLAN 88-01 STRUCTURAL DETAILS I 0 AT E 0 a 3 U E D'.. 05/24/2004 PERMIT DATE RIEW031ED,. 06/07/2004 (D REVISION" SHIEST T07LFR: 1L_fD_1(3TM,E ILD-2))wUnnft ID SHEET NUMBER- 0 SHEET (OF