The URL can be used to link to this page

20009 MAPLEWOOD DR.PDFIIIIIIIIIIIIII 12214 20009 MAPLEWOOD DR 0 0 ADDRESS: 2�0-009 0API-FAM") Lc TAX ACCOUNT/PARCEL NUMBER: OD 5OLo -O�) 0,35b BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) CRITICAL AREAS: DETERMINATION: [-]Conditional Waiver EJ Study Required 4waiver DISCRETIONARY PERMIT DRAINAGE PLAN DATED: ca I I �i 165 PARKING AGREEMENTS DA' EASEMENT(S) RECORDED FOR: PERMITS PLANNING DATA CHECKLIST DATED: -7114,5 SCALED PLOT PLAN DATED: t,0/)5jc)5 SEWER LID FEE $: LID #: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: LOT: BLOCK: LATEMP\DST's\Fonns\Street File Checklist.doc -APPHUVt-U AS NUItu T R. - NOTICE H BY ENGINEERING ME INSPECTION N 0 1 1" mw !_3 NORTH D ra ina g"e SCALM� I" - 2W'-4V GaIc'ulation PONT A 92 PONT B 99 PONT C 51Z.- PO T 0 992D TOTAL 3WO& 3WA0 DIVICED BY 4 - SSAW M" AVERAGE GRADE WAW' - 25'-0' - 120M'MAXn11 ALLOWABLE HEKW4T [PbMD'ACTUAL RIDGE ELEVATIO4 I De5cri tion ME VEST 154AC FEET OF !p", MAPIL, A)OO HILLS. ACCOIWI? LAT T)WERE" RECOMEr> IN VOLLM I D OF PLATS, PAGE 12t WEC40OU25 OF SNOHOMSH cctwrr, wAso. NOT04 !XCEI'r THE SMT14 260 FEET roMMOP KO-ECT TO EA80-1ENT6, RESTRICTICH5 AND XESWWATI" OF 1.0t Gove'raee- .OT AFMA M501 50JAKE FEET .0 COVERA12E 3813 SCUAFE FEET ! 11 — — — — — — — — — — — OT COVERAGE AS A PEACDMAGE OF LOT AREA - 2"M Date: 156 20 I Oth �trsst S.W. il I —FF—OOTINCDR—AINS NOT DATUM I TO BE TIED INTO ciVA3'&':&H DETENTION SYSTEM I. V WIT ffA eeLa ULF--, 24' FRR DdSTM Tomm '1:1: " �x 10, V 8 -d IN-t r w -r�pc al AcSP�44,1,-'r %-JA�J Q a. =W-WTE 24' ORNEWAT FIR ACCEPT, WKEMAL \1/ HANGOR E-BED. WITH* 2 DA Res foencel 11MV 9,OOR ELEvAnm s6ps- Cow-wra SIDMALK R! ffLEvAnaA - im '5�ELEVATWN r 0SA2. 4* RR STREET FILE THE H09*291ow FlIq 11 4 24' RR R E 6 EW�ED -4 JUN t52005 PERMIT COUNTER 22 STANDARD DETENTION SYSTEM- WORKSHEET (5000 SF OR LESS) CALC. BY: 1ADDRESS: PHONE: 246t0!a 1A 411 DATE: MPERVIOUS SUFACE AREA 16 3 0 PIPE DIA.' Z-./ " 1PIPE LENGTH I ORIFICE I FOOTING -Z ( -75 )f RIM ELEV.? 9 --n NISHED RADE IG UPPER CATCH BASIN DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM OCKJNG LID (TYP IM ELEV.* DETENTION PIPE LENGTH 0-5% TO 1 .0% SLOPE ELEV.? 01404:9� 'dg OR, 1,57 CONTROLCB 9' MIN. 6* Min. clearance 11 KIM =Lr-V.L-e-- Conc. box or riser. TO CITY CONVEYANCE -iNV. �4r,q 'r ELEV., OUTLET CONTROL ORIFICE 7/L6 2'X2'X1 2" DEEP CONTROL CATCH BASIN (4'-S'. QUARRY SPALLS OR EQUAL) IN. 6" COVER FROM CONT ROL �CB--. CONTROLCB CITY STORM CONVEYANCE SYSTEM SPREADER TRENCH SHALL BE AMIN. OF I O'LONG AND PERPENDICULAR TO CONTROL CB. SMALL BE PERPENDICULAR V TO SPREADER TRENCH— TRENCH SHALL BE LINED PERF. PIPE SHALL BE 'WITH MIRAF1 & ON TOP OS!:� LEVEL & CAPPED AT ENOS RIPRAP OUTLET 7/8'WASHED DRAIN ROCK SPREADER TRENCH NOTES CALL ENGINEERING IJiVISION (771-0220 EXT, 1326) 24 HOURS IN ADVANCE FOR A TIPHTLINE AND DETENTION SYSTEM INSPECTIOWBEFORE BACKFILLING AND FOR FINAL INSPECTIONS. APPROVE] Responsibility for operation and maintenance of drainage systems on private property is the responsibility.of the property owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation, 7// The outlet control orifice must be kept open at all times. V - AA TE 0 0 rov L4 MR WICE REQ. ji.on-111-INSPECTM o 1c)5 10- .33 �3 5 o-k 5-0 NORTH in Plan 5C R� I'- 20'-dr Heieht I Ga lculatic I )n MINT - A 9225' F'O"T - 0 19", 'o. . T Sim PONT -2�2-19 TOTAL 3800v 3SCA0 DIVIOW BY 4 - 990V M" AVERAGE GRADE 10AW' - 251-0' - 120AM' PtAXtIUM ALLOWABLE HEIC64T IMWD'Ar-TUAL RIME ELEVATICH I L(sea I .:)(s5croi tion, r#-C Wff8T 154jM FEET OP LCP".. PIAPL HILLS, ACCOM11 ILAT 714EREOP RECOFV rm I" OF PLATS, PACE t2k RECOPIDS .. ,.=oCCLKYTcYL`=A81- NSTON !XCZI*T THE SOJTH 240 MET TWP050P XMLR!CT TO EASEMENTS. FMOrMCTICHS AND RESERVATIONS OF . 0 t G 0 os--�r' a 07 AREA 13-W SOJAPN! FEET T OT CZ)VERAGE AS A PERCENTAGE OF LOT AREA . 2SAM STREET FILE N\N THE APPROVED AS NOTED BY EN INEERING Date:_, 200th �treet S.W ALL P CES BE C VE D1 DATUM CAT04 sAS&4 24- FIR CAONCJMTE 24" 24' DRIYEWAT FOR R ExISTM PMSO TO BE "ONSTRUCTION I T 7- RFWRED I 25-0. -MAO FLOOR ELEYATICN S6pa, SIDEILLUX It MEVATIOIA . 120 ELEYATION! r IM02 Fill (> 0 24- FIR '6 \ \ 1 24' FIR 11420' AN 15 2CO5 PERMIT COUNTER 24. RR w *11 w ch PLANNING DATA NAME: - LZif HelieYM GDr1-C-("LffQlTATE: SITEADDRESS: 1,,000q MAI21 wonct, prrye-, PLAN CHK#: 0.5-2,49 PROJECT DESCRIPTION: Wf-,w SF-p�: 154" -F I or) r I k 1--yl 61 f�iopr I C1 L4 61 0 ry n k- n a P -, a ce L4 is o rN v7 jA =: A )-It REDUCED SITE PLAN PROVIDED?: G/ No) MAP PAGE: If 5'�� CORNER LOT: & No) FLAG LOT: ()Les I ZONING:- P-5 - I 'k - CRITICAL AREAS DETERMINATION #: 05 - 0 4 9 Ll Studv Renuired: aWaiver Lj Conditional Waiver SEPA DETERMINATION: E;)(C*V%P+- Ll Fee Ll Checklist JAPO list w/ notarized form Ll(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) 0 Exempt 1,2,4 .'(pil r, vloicyaro(.6 o� grackin.3 prvPo6eo1.* SETBACKS: Reouired Setbacks: W 6-WP-'eA- N Street: t-e* Side: I D' t S e: I Q Act Setbacks: L E I Side: 10 Street: ife: Stre-el map checked for additional setback required? (Yes i No I DN Ll DETACHED STRUCTURES: (P Vt' tD LJ ROCKERIES: oc)vye' /-30"t+ Q FENCESITRELLISES: on e)ift- plavi U BAY WINDOWS / PROJECTING MODULATION- -()Les i No I Q STAIRS/ DECKS: 0 le.7 I()', Ma PARKING: Required: Actual: re c t-q v15 �LOTAREA: 1350-fg (ON-tVI) LOT COVEffAGE--.-- ---- L+1 go 3 1 -/. CO V--,YCA Calculations: '63:�5 0 (6jVCA'j)= 7,20- BUILDING HEIGHT: A' DatumPoint: CeatTA �Q!96in (2o0QTt+) DatumElevation: (D B: 9 5. 00 MaximumAllowed: '&6' (1110-00) Actuall-leight: ?A-ZJ245 Gt q,+.50 A.D.U. CREATED?:&Yes) One, 1) 9 5 .7-57 SUBDIVISION: MaDlewoock ffillro- �)80-00 LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: 61 E5. D D OTHER: Av c4- a ( &V-a a PlanReviewBy: (jjYjGU j0G(,j0.,_Z C NewBPP lanningData Forrii. DOC #P20 CA File No:. Critical Areas Checklist Site Information (soils/ topography/hydrology/vegetation) C�, 14Ac� i.. Site Address/Location: _-Z-000 el oc_ 2. Property TaxAccount Number: cc 570� 7, 0-35-0 1 3. Approximate Site Size (acres or square feet). C- 4. Is this site currently developed? _�-�es; -no., If yes;how is, site deyel oped? 5. Describe the general site topography. Check all that apply. Flat: less than 5.4eet elevatiori�change over entire site.' Roiling-, slopes on, . site, generally less, than 15% (a vertical .,nse of 10-feet over a hofizontal distance of 66-fee t) Hilly- sl n Ppes pre6ent.9i: site of more than 15% and less than 30% (a vertical rise of 10-feet over� a horizontal. distance of �3 to 66-feet). Steep: grades of _,ter, than 30% present on site (a vertical rise of 10-feet over a horizontal grea distance of less than 33-feet). -Other (please describe); 6. Site contains areas of year-round s w ate-r. -6 Approx. Depth. 7. 'Site coniain�'areas.of qeaso standing waten. . .0 pprox., Depth: What season(s) of the ye ? �ar 8. Site is in the floodway floodphdn ___bf a water course. 9. Site contains a creek or..an area, wherewater. flows: across the grounds surface� . Rows are year-round? ows are seasonal? (What time of year? 10.,. Siteisprimarily: forested meadow shrubs mixed urban lapdsoped O�p% shrubs etc) Obvious we.tland is, present on site: For City Staff Use Only Plan Check Number, if applicable? 2. Site is Zoned? t -L .3. scsmappedsoiltype(sp.-, Ax-) v-gz=. Lt+t.-) e-m rLx 4.- Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth -subsidence landslide hazard area? DETERMINATION STUDY REQUIRED WAIVER Revie.wedbr. Date: #P20 City. 0&dm*onds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 Ile 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 Cit . y 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 ordata available at, City Hall (Critical areas inventories, maps, or soil surveys). Date ReceiYed: City Receipt #:_ Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative -must fill out the checklist, sip and date it, and -submit it to the City. The City will review the checklist; make a. precut . wry site _Yisit� and make a determination of the - subsequent steps' necessary fo,'complete 'a development permit application., , . k . - . . . . r. . I . " Please submit a vicinity map, along with, the signed copy of thist6rm to assist C I ity . staff in'finding a . nd 16��* the. specific piece of property. �:desdi this .. fbrm. In addition, die�..appli6nt shaff--include other pertinent information .(e.g. site plan, topography, map, etc.) or .siudieg in�c�n6iio n with this� Checklist'to assistant staff in completing their' pf"e'lmim,afy assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consid�ration on e processing of the application agrees to release, indemnif�,- defend and hold the C rorn an '-,and i all damages, including reasonable ity.of Edmonds harmless f y .attorney's fees, arising from any action or infraction based in whole 9! part I upon false, misleading, inaccurate or incomplete inf on fiimishe-d by.:'ffi*e,'a-p-plic'-;in't',"h*i's'/"'her/'it-si age'ntsor emp] !9 By my signature, I cer* 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'"' VP cation,onthe behalf ofthe 6 ;-a�i li��d b61101W." �DATE SIGNATURE oF AppucANT/AGENT Property: Owner's Authorization By my signature,J certify that 1"have authorized the above Applicant/Agent to apply,for the subject lan&useapolication, and grant my permission -for the public officials and the staff of the City, of Edmonds;to enter thelubject property -for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER Owner/Applicapt: Name 0 12,6z3kA Street Address f n city State zip. Telephone: ZVP, t4 Z5- -2"0 Email address (optional): Applicant Representative: Name StreetAddress city State zip Telephone: Email Address (optional): 05* rV C1 WORKS DER1 8 9 4079,� PUBLIC !PERM -IT. '83,34, A060 4- -Address of Construction: Property Legal Description (Include all easements): �Lk 000 0 -0 W 911 -fl. gc kor EDMoND5 TREAT MEN L-------------- Owneran&e��r: AJJ,Z",fA1 State License No. OWAIAS4- Building Per'mit No. /V/q Single Family Invasion into City Right -of -Way: 5& No. 0 Yes 0 Multi -Family (N o. of Units—) RW Construction Permit No. 0 Commercial Cross other Private Property:,Z No 13 Yes El Public Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. lj4, — / — �, / Date *.CALL DIAL-,A-�I]1110 (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT. Permit Fee: Issued By Trunk Charge: Date Issued: Assessment Fee: Receipt No.: 0-37 Lid No.: Partial Inspection: Date Initial Comments Reason Rejected: rh -C I t lf'S Pff/-61 114 t 1-WE0 '—Date Initial I Final Inspection Approved: Date —Initial — PERMIT MUST BE POSTED ON JOB SITE White Copy: File G reen C opy: Inspector Buff Copy: Applicant Re�ised 3.190 A ri Side Sewer Drawing I - The City of Edmonds EASEMENT NO - --------------------------------------- " ---. NEW CONSTRUCTION REPAIRS LID NO - ------------------ - ASMT. NO - ------- ---------- 09 �tj OWNER------------------------------------------------------------------------------------------- ---- CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO.0-?,2_4 JOB ADDRESS ------ —0.!� - ----- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------ NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- �Ab D PWW-0001-11/75 (REV.11/78) Approved: �-V DATE .. ..... . . ............ �)O�L' ;��4 - ---> EDMONDS TREATMENT PLANT 41 By------------------------------------------------------------ The City of Edmonds APPLICATION for SIDE SEWER PERMT NEW CONSTRUCTION (:] REPAIRS Fj OWNER ...... ....... c —I . ............. ....................................................... ADDRESS .... ....... ............... 0- EASEMENT No . .......................................... j �— —/ � -,) / 6 / CONTRACTOR ............. ------------------------------------------------------- PERMIT No. LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAME OF ADDITION ........ A- ................................. APPROVED JA* 19 1970 Approved: --- DATE ... / . . ..... ..... By ........ ................................................ Cc)r4f4fiC'r 4�00,s -C 14 0�% ir r v-, C-0 (p -t -is PCk ZL . CITY .01"EDMONDS 49all FRospect 6-1107 when work CIVIC CENTER —�WATER-SEWER DEPARTMENT is ready for Inspectiou; (No inspec- Hens Saturday, Sunday or holidays.) N2 3546 SIDE "SEWER PERMIT ADDRESS........... 20.09� ... Raple.w.o.o.d.-Drive .................................................................................................................................... OWNER ....... ....... jEr.aAk .... Sw.e.et ................................................... CONTRACTOR ......... PWng�n ......................................................... .... .. .... Permission is granted ........... ��?MAAU ... 1�a ........ 1979 ..... for ......................... days to REPAIR or CONNECT a side sewer wIth,.City Sewers In accordance with application oil file and governing ordinances. ATTfNTION 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 e cov be mployed to construct side sewer.in street area. , Do not er. any portion of sewer before it has been inspected. NUTE'No. 2—Obtalh full information regarding Ordinance 11.16;030 and Regulations governing side sewers when' you got permit. N( No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inche*s inside property line; minimum grade of 2%. No bends I n grade -sharper than % will be permitted. NOTE No. 4�Trenches in street must be watersettled and surface, of4t�reet restore.d:* t6' original condition. Contractors shall be responsible for failure due to Improper work which may develop within one year of completion. NOTE No. 5--It Is unlawful to alter or do any other work than Is provided for in the.permii, or to do any.work on the main sewer or Its appur- tenances except to insert the pipe Into the wye. 200TH ST SW Garoge 1—Y2" P01Y Door 200psi @ 4' Deep 12 1 .5' C) C) 31' 0 0 0 0 E.D* BUILT 0 CITY OF EDMONDS WATERLINE AS ADDRESS SCALE 20009 MAPLEWOOD DR NTS HOMEOWNER CONTRACTOR LEIF HELLEREN LEIF HELLEREN DATE DRAWN PERMIT 1&u. 1890 10/26/05 BY 1. ABILA NO, BLD20050641 e t nc. 194- Address of PERMIT NO: 10049 City of Edmonds PERMIT EXPIRES4ffi_A__V_& SIDE SEWER -PERMIT (/MO/' t/vI/lAoVel'j"24 hAJ T Yn 44 Property Tax Account Parcel No. Attach copies of all access and utility easements Verified and Approved by Owner and/or Contractor: Contractor License #: *Single Family [__j Multi -Family (No. of Units Fj Commercial (No. of Units R Public 7/46AC Building Permit Invasion into City *Right -of Way: * RW Construction Permit # Wi Cross other "Private Property: "Attach legal description and copy of recorded easement. Owner or contractor signature and acknowledgement statement: By signing for this permit I certify that I have read the City's public handout entitled & ide Sewer Specifications, and shall comply with all City requirements outlined therein. Date 9 - CALL DIAL -A -DIG (1-800-42*5555) BEFORE ANY EXCAVATION 9 .92 'FOR INSPECTION CALL 425-771-0220 e'xtensionj-3--a 24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS FOR OFFICE USE ONLY-— Permit Fee $ Repair Fee q0' Issued B —Trunk-c-hat-994— Date Issued:—. Assessment Fee $ Receipt No: City Permit Surcharge Fee t5.00 Total Fees Paid NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE-INSPECTIO.N FEE WILL BE CHARGED. Job Site Ready YES NO Date: initial: — Partial Inspection4" Aez . 6). _,__Date: nitial': ZCS. artial Inspection: Date: Initial: FINAL INSPECTION APPROVED: Date: Initial: As -built to Street File: E] t� PERMIT MUST BE POSTED ON JOB SITE'O� White Copy: File Green Copy: Inspector Buff.Copy: Applicant� L;temp;bldg-,forms-,ssperrnitjlg4/00 200TH ST SW —1.5' Deep —2 . Bend C/O @ grad 4.3' Garage Door "7 2.2' r) 12.5' 45* Ben C) 0 0 3: LLJ 0) n 0 0 < 0 3' Deep- 4" SDR35 65' furnace-* 5* Bend C/O @ PL 5.3' Deep r-Fernco to Exist Clay 1.5' Clay CITY OF EDMONDS SIDE SEWER AS- BUILT 0 ADDRESS1 PERMI 20009 MAPLEWOOD DR NO, 10049 CONTRACTOR1 HOMEOWNER: SCALE: vv NTS XXXXX LEIF HELLEREN DATE INSPECTED: INSPECTED BY: DATE DRAWN: DRAWN BY: at. 1890 10/26/05 1 E. SIBREL 10/26/05 1. ABILA ,TE. :.95) 1E' gmh' 4R hn POINT - A c32-2 r7' POINT - 5 e5zo' POINT - C el.501 POINT - D TOTAL 380.00 DIVIDED 5Y 4 = S5.00' MAXILIMUM AVERAGE GRADE S5.00, + 251-01, = I2000'MAXiMUM ALLOWAIBLE HEIGHT IIII ' ACTUAL RIDGE ELEVATION IB(O 'B4 I APPITJVLTi AtS NOTIED"', W r- VNEERING 0Wj,4EF-UW* 0,11 IS RIESPONSIBLE FOR r- - -'IM lf�f '01r Zone iL5 VI/ Comer Fl j25— ag N-11 Setbacks Reguired Actual G f d-g� p=f lip, �tlps D.(0-+'+Q ta I ' d Lp- c, -skoe-+ qdw-w Randall J. Munson BUILDING DESIGNER APPR0VED-8Y'.,P1:ANNAG treet 600 S.W. Kenyon Street K1 01 Seattle Washington 98146 DATUM okig 4S Nece"4SA19 Voice (206) 349-4551 CATCH IBASIN ALK FM V1 & *E R) U I vW0.10 V-1f NSPEOTICAMS REQUIRED \ %OAN 30'. �'�r U 2. - CAP GAe- Z4 Q C14 (866) 312-8468 30' z� c, rt z U- 0 13 D 0 (n 2411 LLJ Z LJ:2 < FIR 2411 SAP. V) CONCRETE CL DRIVEWAY Ld' 0 V) LLI 2411 U- FIR z z z '0 0 < < 2411 P= Z PIP 0 ly- 0 U) ILL, U) Z 0 W 03 0 0 ELIA 0-R CL 0 W CL xw ry 0 Ep Ln cr W a- Z w MATERIAL .. ..... ... 0 Lr ...... UJ isLDCRC 35 ... :: ..... : ..... ......................... ............... in w Z SCH 40 ........ .... ......... W F- 0 (.D ............ .......... a.w... � ---- ,:: .... ......... N-12 ......... V) V) 0 0 Z 22 ..................... ............ X F810 14AMPAD 0 ........ . ...... 0 5--:D ...................... ....................................... Q) ..................................... ............... .............. ..................................... z §:2 -1 0 v EXISTING RE5DIENCE ...................... . ....................... ........................ A6 Ti, TO 5E REMOVED ................... " ................. ....... ... ....................... ....... : ......... .......... 00 .......................... c!) ZZI .. ........ ... .. .......... ............................... <uj z -i Z z ............. . ..................... ... I ............ . ............. Ld -j ............. . . . . ............................... < ................... Z ... ........ ....... ...... ... =-.-. ....................................... C-) z . ........... . .... .. ................ Ld ........... i ................ ........... .............. 0 ................................ — = 0 < .......... ............. . ... ................ . ................ A ...... .. .... �- 0 Lu. ........ . ..... .. ............. ......................... ......... .. ..... ... .. ...... ......... ... ...... . ..... ................ .... " .1:.':.'::::.*W:..'. ':.:4::: . ............. ........................... ....... .......... ............. ....... .......... ... .......... ...................... .................. ............ .................... . ... ................ ... ...... .. ............ ....... ......................... :..: .. ... ... . *.*.'.'.".'.'.-;-: ............... .... ................. ............. ........... .. . Y70 t4r ...... ... . 0 ................... .. .......... ........ .. . ... ................... ........ . ............. ......... ..... ............... ............ . . ........................ ................. ... ............ .............. .............. .... . ................. X". . ......... bZ.) ............. ............ .......................... ....... ....... ....... ............... ................ P...."r I . .............. .... ........... *F1: ............... .......... . I \ ""I' \-�z .. ........ ......... ...................... ............ . . ............................. I M ............. .......... .. ... ......... ............... ....... ON RETE : - =.7;4 ..... 1:61. . . . . . . 1. \N .... ............... 10 0 q . " ..... I ...... ........... .. ........ . ....... I ... ............. SIDEWALK ....... ....... ...................... . . . . . . . . . . . . ............ ............... .................. ............. ... ... ......... : ... ... ......... .: .... ............ .. ......... ........... (j) . .. ..... . .... I .... .................... .......... .. ............... .................. ........... \�E 01 T ..................... ................ ffAT 0 ................ ........ .......................... ............ " ' ' ' ' -- - .... I ............................. ..... ............... .. .......... ............... ..... .......... ......... ...... .................. : ............ I ........ L ... ............ .......... . .... ....... ... ............. ... ......... ....... ......... ............... ..... ....... . ...... I .......... ......................... ...................... .. ........ ............. .......... ........... . .... ...... ........... ... I .................. ............ ............................. ...... ............ .... . .......... ......... ......... ................................ ......... .......... ..... ...... .......... ........... ................................. ............................... ............ ................................... .... ........ ...... ............... .... .............. R SCALE: a 100 t THE WEST S4.00 FEET OF LeT 35, MA4zLEWOOD HILLS, ACCORDING TO THL3-, PLAT THEREOF RECORDED IN VOLUME 10 OF FLATS, PAGE 121, RECoRDS OF SNOHOMISH COUNTY, WASHINGTON EXCEPT THE SOUTH 2.60 FEET THEREOF SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS Or- RECORD LOT AREA 13,501 SQUARE FEET -RAGE 35-13 SQUARE FEET LOT COVE LOT COVERAGE AS A PERCENTAGE OF LOT AREA 28.61% 24' FIR cr. z U JL 2E 0 00 z CL Z 0 z cf) z V) C14 < 0c) z_j X U). n r), 0) 0 Ul 0 Ln :c M z 01--% U') LL. C3 2 C14 w , r-) -,I- j w 0. a g N w CLL. GENERAL NOTES & PLOT PLAN C;51 v S U- PROJECT NO. DESIGN RJM DRAWN RJM ISSUE DATE 6/13/05 LATEST REV. PERMIT S � F L ft- Q Receiver) JUN t 5 2005 PERMIT COUIVTER