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1012 VIEWLAND WAY.PDF11111111111111 13545 1012 VIEWLAND WAY TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTUR.E): COVENANTS (RECORDED) FOR: CRITICAL AREAS : �q -I DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR:_ PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: I AV SEWER LID FEE $: LID SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED:_ SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: L:\TEMP\DSTs\Forms\Street File Checklist.doc 0 PLANNING DATA SINGLE FAMILY RESIDENTIAL 0 11 STREET FILE Name: / /t IO2 i� Date- Q �] Site Address: l I Z V �L,) (C', U Plan Check # : Project Description: Reduced Site Plan Provided: &/ NO) Zoning: S- Map Page: _. Corner Lot: (YES / Hag Lot- (YES / 0 Critical Areas Determination ff ❑ Study Required KiNaiver SEPA Determination: Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Reqtllred Setbacks Str et: Side: Side: Rehr: _ Act_ua/S_e_tb_acks _ _ _ _ Street: �6 Side: Rear: Z i _[Side: ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: — — — — Bui/din Height -- -- -- - - - - - - - - - -- - -- Datum Point: �__ Daturn Elevation: Maximum Height Allowed: Actual Height: -�- Other -- -- - Parking Required: Parking Provided: Z' Lot Area: 12 63 2 Maximum Lot Coverage: 35% Proposed: 1 Lot Coverage Calculations: Aou fe- 4 _ Z Z o O l - ADU Created: (YES / 9) Subdivision: f Legal Nonconforming Land Use Determination Issued: (YES / Commen /qff rc 4 �d v( 1� d 1) CA1 IIA/k SUSuc UtF an %V W/1; T�i9�C�-� 4(rS (� 2 to QAC�Qac Av A use " wctTj �• m t4i 6 W#Y C U L C." W C.) U! 'Kr BY •iw..ro nw llG�s L1: ri L s� (N L-FT5.�-"E.Al F(e i rN we ' 4 vJ p ° o FOR COMTROo L MoAM— pw f ----k a� r a �jCr T Ij t#d GlS x �� C-1 MI g a Q r�r� ✓� c,,,Ik.,�! w� y Ll 6 .a 0C� Ll 2o�Q X i E CA. �I I�`� pig posed ! x [ C3 ' AgpTfb-IMtDOInOtle Fq yewer-�- �� 6 3b a o®� uind �f� 5-�`tN� o oJoo q $� Cr;ttGg1 Rm4he5sirwool. d►t.ep- OA Ae44bviajfg E.D* 0 l • 10 NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map. JT AT T LINE M HARRIS BEND CITY OF EDMONDS SIDE SEWER AS -BUILT ADDRESS: PERMIT 805 MAIN ST NO. ENG20070625 CONTRACTOR: HOMEOWNER: SCALE: XXXXX I STARK I NTS DATE INSPECTED: INSPECTED BY: 2/15/08 E.SIBREL DATE DRAWN 2/19/08 DRAWN BY: J.COLLINS DRAINAGE BASIN STUDY EDMONDS VIEW ESTATES 7- Zo - 83 I",- J'6 we�z 83-8011 7/20/83 SIIRvwvTN(: T7NrTNK'PP1NJr- PT ANNTNr MANA(:Pk4P\TT !v!chiLiN Gon.)rj,-rIc:Je, 4/-7 1 / 4 TG = 10 + (4Zo� moo) t (7_4� I.I c�c) i - �`7. ZQ ova � i e J Tf-o3t:,.le + 10 +( (oZJ 11.3� o� = 17.78I I- (. �� %" e A � � A p = ��., I��� a A��a ��, :..• �sj = I , 4.4. A- A« - (1.44)(o,4o. 7,54 �Zo Ax- ; ��� _ (o.�iz)C �17)(�.3) ' o- ► �Z 1.-7 A � Ar< C (I.44�(. 40 2S) v�r 3&c7T/T4 Gti1 EL Y- C-' A Plc rr T' ar D�TL��! C�1 `� `r ���r ✓1 7, o (, eVLF = 14, I Z ,78� /LF - 6047 71-. 8 � 4.�� ✓ Gr► z� ���. r �-r� Ac_t_ow a - ��� _ o•4�s = 0.02>07 44 2A)Pee.— 4 o. oz4 )/o.3Z- F� �L I ����- 1 L -� df% Jecrlan AV. &wwal•/P 17/Y /iwlrsr Jf., J!A! Ot.Yh1 P7C ELEMENTAR7 EC.tiUOt''- - �yp"•'�" -' _ _ __ .__� + -_ - +" � ►LU.RINe S i x.<l r•. rul �ca�e 1 I•• c ao' -- Q -- / -- r �i I L'IEW L4NG I---- r 1 iL �1 / 1 ------ --- 1 {' _ _ L u n 4 r / r .0 HIR6LEY . -T:E \ I 'i ..Ti R /Mlfn f/Js <Y A?MWTO! • - �' \ I' I \ \ - �'1 V � MCI RI .•C.IC! ! I �• ^ L: � I _ .lN• K JOB I Or us+< olxl<Ispn • t rnriw o• nr.rL� n, Rql aarwo � .vrt. orvlarr,aer ./ ¢ �/p . R.<0,1,w<[UIrOYIlSA/JYf RA/I!®C'XDARYUYKJI<i.R1, MllCI) ��%/ �� ���I •. .<1'fAfO.f O• J�UaIOriJw LL IM.4vM� �•.tGf/.OfG Af I!Y«wV. - I ' _ .M'/IMS I) /Mf /KNIMNCJ) 61N5f•I N Jl<D % Ll,' gIr/R• � ' _. q�nf!!i A\nfl N.lJIMtKI[[ N/JN J1K/Ra1iv <..K 11CRCJi /Mfi1Cf . ' ww)M .••mrlrL Ml%v1.N' IC.)![ l MKC/; AYn [f C4Y Ap<r<C ' . • � )MI. MIw• <NM NO KrJ AAYL IAISJ <w't'O/.S</O JRIL/Ay'/Yf .. .- ------------- MCeCKMERF Sr / .. • .<t)r!I MJ llll, nrfnL( ,rYJJ UJO IT!/ A/nl .wvJrlrs/nn/na. •. .. - \ < Nty_ , . - .. r.a,; < a �~�.me~• wfnmi fOMO/YOJ j7,1 1 _ � F+►ir.` e<n cv r0.<a a� ` __-_ - - - ---- - -• �r. .:r,6i_ ,ri.�?JY,d=• -..: ? �". t'th _ . .. ..e�P'�_ 'tea-10� 1 (0. C�r, fnC.1890 0 1 D EEV ��LE CITY OF EDMONDS 121 STH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771.0221 Website: www.ci.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering Mr. Thomas Weiner 1012 Viewland Way Edmonds, WA 98020 RE: Permit #: BLD20080016 Subdivision: Edmonds View Estates Project: Weiner —Fence Permit Project Address: 1012 Viewland Way Dear Mr. Weiner, GARY HAAKENSON MAYOR The City of Edmonds Engineering Division has approved your fence permit. Your plans indicate the existing open ditch along your south property line will be filled. A grading permit will not be required at this time as you are not proposing a fill in excess of 50 cubic yards. However, in researching Edmonds View Estates and documents for your property the purpose of the drainage ditch and easement on the southerly 10 feet of your property is to collect surface water runoff and distribute it to the storm detention system for the plat. It appears as though the open ditch does not receive significant surface flows due to the installation of a drainage system on the properties to the south (subdivision -Sea Mountain Estates) of Edmonds View Estates. It is highly recommended however, that you maintain some sort of system in this area. One option would be to install perforated drain pipe with washed rock and filter fabric as shown in the detail provided below. er Fabric TYPICAL SECTION The west end of the perforated pipe would connect to the existing storm system for the subdivision and the east end would have cleanout for maintenance purposes. Please find r- Incorporated August 11, 1890 Sister City - Hekinan, Japan a attached copies of the drainage plan for Edmonds View Estates as well as Sea Mountain Estates Please feel free to contact me with any questions you may have at 425-771-0220 ext 1321 or email me at collinsi@ci.edmonds.wa.us. Thank you, Jenni er ollins Engineering Technician 3 6 0 f 0 Ir-O - tt•-6° ! GRM s !'Af�t6C�I B6r11t tLRRFl1' AdYls'AG7rC`CSM� ��terG are LUZOd°r/6 0flR4ALBS1MrACJalf /cvCAAf�e t&AAI CJ?!1/d A6v7/(1�17Jdld ,>Y/tfi t[Mi BAi�6dX/Etl rQL QAaLI Cd,EPJ E; ArlrBr AQ?O, 7YA'A'+•.',f`71l t»1�Tif3K NP/CA1. lfaW 96C7_42t1 ago • �v t a.,crncx n,Po.rw,./ ( � Q tea w.+•A etwr ae aP .tars r 4. / � T �•a-�r e'- oars t` Irc.•o trt.,d (.•� ee't, resit- r..l fi0ab• nM�. 1 sr If T y e� aL I - 61CAT14 SCALE ,• Z not /C E I 3c H0C7/ Ce...t1—TO.i ma weRo v 1_ae.•a _ op CYyTO v Taa -1 -.0 ;,O .Vo 1. 9aAVX68 Cb a.oM a MR. Q.. 8 �s7T6� 4 iz ,r WWMUTI Q .e r rarra� lDzrart YfRrlCAL CURB R/J 7 NMllte d Aa &xTr ' w Bvu L ,AaM iTmc W YAU�l / ttGtwt twit WOMFE DART �Df�rtlt lP4�7W,-R? 1 rNA[1( byte rNALIl; a • -. -. -- - zff , I �. - ^ ! ' SL1GTlIrirOtDy AAD A•rw a, - /: IJ COP ` �:r t4• r.: p •1 1 f -"--- K?,tSATtOY fcl'rfiQL Fk3LC � Xi. qT a � f fa Catai. t1aTrlb) 5 tit iC 1� e A wum [3�.:•vfcr, n.n'FRn zed julla4o@Alit Lxww. !A• Jren) (r ATZ T Fl; ✓7Nv frzEdtiDUT Gai'e .-1•!' d:7 /AAu ;..•,.: ht[[D - : ` uw� a ShzTO E. c, l., e:.r i a�aE wits caw t —,r ate 43, i^ew A` -� °»•- 4rXR Dµ T :c+e, wc. [ r t ef!-r; { ( ua.RE oe.rvr ti I 1 I t arn,a ff M4 APP. 1c4 i ails! BAat: 7.r NA rr.4.9 ar'Aooi DA1fa, AS jItP/Af0 °� - m oafyl'ai J' CRIARAdrt � Cr fdt.II.XYEp /NN[Oa M Ale:ail[L [tree w, tit.,: 4 • NVS1 •is: _ tH a > /.tArP /7 arAA[.9/Qsrtl Hr>rI HID ritav •�'� Aw Z & flvmo x �__�,y U/rNDll •ZS$D/A. 7YPLC-41TGNb17W 1C.WD[i,%W ! 'tM/a dAliM RAAArtI Ate, ./ W&D MGyp t7t(41y #Orl'Aft JMtdP/IJV.#fJ .. " MIX@ FAAra A$al l3r ' �, •:•.:' • +. s' aDA/frrrt AWr V F,11rA.r- • d:[PAx[rY9 ,Cx4 AL44Alr ' Cas7C0(6lagAlavT /d'/kT!!.V rt u' "�\\\ Ilia AAD f1U110 -1Ilt,Y.f11 • � DAASAA;:t •q 1:1/ATiDA I.f'1'D.AD �j� _^_.�a��_-mil? (rAlIlMlAIV DADlrrfi! ,�tCTAT/ON CONTROL• fILTfR UMN BASIN N0. I yrJ Ao TAA—W SCCAAMN &MA &MICTOR DETAIL N!J �."tcwm,a aas.Kt _ — — I sash ` � moY• LCtMRM ep TOe fE•lrtr[1.MN ta.H • trL9L MW: IZ4.45 f2pL4Gaq) I t' � Ia. IMae _m nest on- Q/IN/. yra6a. 1C. C8.4f •fE•Lw 110.00 Vw- It4.0 IG • Itl.ro -Ir-,} t6 • lla..a'1 -rT SaJ tC. • 116.54 •c,7 cap, 0!l.RPtew C�S. .. amp=& con. - •j"a '%eTICN A. -A. - -- IYb -- -- -- - - - - - t26 eqa a+aTau. Tn'MN Ssafzu 122 ---���r--`Q------ - ----- IZZ f1xaCS AneG' J� ' Ito- - - - -- -------------- - - - - -- ----------- 190 Intl'-IZ'� lii3 ID - al Ta •¢' ilea- - - -- - - -- - - - - - - - -- - - - - - - - - - - - 116 CO. ro. IUY:7SDYt^.NVATIl[`I�ICUZ_ _UTYS 1. all iLmito of clearing acd ocean of vegotetion pcoservm29on au prescribed on the plan cAall be clearly eta --,sled in t*a Cic:J a:J oaraeved dtsimg co at"CtLan. a. all required cedC.cntatLea/erosta, control faCllittne a_nt C eaastrcxted and in operation prior to land clearing and/or etta coastrccttoa to insure that sediment laden water does Cat cater tta natural dratnaga system. all erosion end cedl_^eat factlltteo t;;Mll bit natntaiaad to a satisfactory condition aatil such ti^o tilt clearing and/or eanotc=tian is completed and potential for nncsito erosion hao passed. The irpIc-mcttation, rainteaance, voplace•-eat and addittalis to orooiea/ceSimentation coatcal syetcmo shell he tta responsibility of the paroittoo. D3Atwxg PLAN ry7m 1. All construction chall be in necordanco with A.V.W.A r specifications, Ares cal of ; fm 1. all oedLsentdtian/eronian facilltico nuot be In operatian prior to clearing and building c=,=uation. and they count be Satiofactocily maintained until canotrcction Ls caapteted and the potential far onaite erosion has paused. 3. Galvanized steel pipe utilized as detention facilities shall bane asphalt treatment #1 or better inside and outside. 4. all pipe shall be laid on a properly prepared foundation atcardirl to Washington State Spec. 7-02.3(1). This shall include necessary lovelieq of the trench botte3 or the, top of the foundation cateruat an well a^. placereat aril co pactton of required beddtaa Fatcelal to uniform, grade co that tM entire length of the pipe will itt• raanorted an a aritarnly donee unyielding base. it the nat-_:- raterial in the heattoe of the trench Monte the regvire-e^^_; txr "f-'ravel eackfill fcr Pipe ti~dding" the first lift of pipe Ude,%cp ray be emitted provided the naterial in the bottc, of the tre.•Iea It loosened, regraded and ca..paated to form a donne unyleldimr lsaa:o. S. All buildira dawnspnetc -s,C 1.. ee,e.-4-4 io +1•. d..,,•e3• f[. All dr7_or,t• ztr;eturoa rat nihlic right-of-aac:t rhu1C Cs.; c• sari• .�l14 _ocklra 1t -,•Ieo otb-4f;e Olzsravcr7 by t: 7. All fill area ohall be ec�-gscted to -et •joart 94a ,af tP^_- relativtt density as deterrivLA bg - i'Srct_i:aa .Y-v!t-};Ia^^ �•-•-R••- r.. StJorP a,rg•��gt... T.�,-:•��:::,�s. �;/.�,L' ��G: `<I!wr'";,;+�� �.> f?. I" ^nail !.e the rozpaa,;ndl Iti, aY 2- rtr r disturbane� to all ear 2 .-y tie . •• z . caatact all itl]aes* t..y - t _ cs._c earn T, ,�25`:-, ;,r ;r. q. .g •. adcat £x ra =Re e-cr^x^. z :•rrt. ac. - ro• r , TqM 1. a> te.. u7.T9-rY-cw4.c^. •�sTco/f/3w���cw/r.-a�ap>�v� )D �•�/ ��ry D �a tmema" e-6 t ••\..' '.+•.'.d• I �VItB/lJ!- !"t./VIi'®fib LJ 1. ALL tark ca c,tcrlalo dsalI W In cacard== with City of F32-mlds auudattb cd rsccificticn?. 2. All looatimu of c laLng utLUtici ch =•n CM CMNOXimato and it • [hall Co tho tr�lhLLLtp oY tha am Vtar to verily tha C== i locstimu to awid &-�A of ei.y...o.-...-., 1. ALL inlat and catch bcin frca Gnd V== dsall not bo cdivatcd until icc:Qdiataly prior to povirg. 0. r^ho t¢7nrary. cro7lWd 'tLCn owitID1 fccllity dell be mmtra'ab'd prior to Gay gradtrg Or CIQOOIW load C1CQViA9 in coocr\Ltnoa with tiro qvromd tav==y Craoler Jl l tla7I control pitch. Th= facilltleo rant to catnUcteruy maintairmd until tho omotraction and 1rn1^C3kLvQ io eurpleurl and tttt potmtlnl for on alto c xcalm has p...""a d. . S. All r'\quirrd ctorm =tcr retoliiai✓8ata Lion facilitleo ==t to constructed aid in o;sretim prior to W/ Pavim -,I,,^ othumic, I appsoval by tho D:pa tMM of ltblio tbrks. 6. Draln-ga atrvcb= rot an public riShtc-oftay dull hwa locitiig MID. / I I) 7. All dL=uxbd rurfceoa loll be r -d with targh, hardy, fact` qr> grata unlca lmdcC;pim/czcalon Control cvyrea are 0. Al l V and 121 atom cur= Dipo to tO CQn Leto, non-mMnfcranl, ton3m hull and cpigft with bull mmlmd within aid gcocva or lnletn or catch biro, Imlem otherwica noted. 9. G� cez" will W dwro wing an aplxovod typo hydro-c:ader, or m othcrwi= Gptarned by City of sdxids Dopt. of Pablia kbrka. ITta p,.rfowshai told trill trot ba rvlcacud until Lha grain io etxr311rhod unleca otthcrwica approl/m by City of 0d=ait4:i Dept. of ` Public t9rzka. \ 10. Pipe apacifiavticm as notod. 11. Lrr cgceiflaticw co rotrd. 12. A)1 rgml puts will W gelvmla:d and iroatrsnt 01 laalhalt mated). 13. All vork ud crtrslalo Ono Lu W latlm and cCMtivCtlan of r_.as, eat= and und:rgoauid pots dull mnfoch to ctcAdb d apccificutiara for ach. tmrk in Qaoo:d,aroa to City of Sbrudh and 9, M Qnv.ty P.V.D. ot.-.t,,do. w4.. 4 y,D ®6.orrlLvN C 41 •tw. drv6.i I. wy � fb'tdf� S+li•t-+h'��.. yV.Y�bI-I-tiLS. L`,C`l-`tv(CfO.aC�LL rAba3�d.. ,vv • I ,, tiC.=.fit • P. ���5.`� ` . `4 GH 4 -TYFG Y A %.44, C�i\ihilo tiio 3.tv cc Il. t1JM`+ 4TJ' 1 tp6CRFv \'lO.i3V p�LA�Fy:\4i.4\ ,.co a'^ .. .. IAM�IM44 am7x uw=s W.M. cV E, slue /O+'lA: r-,/ as ' cow 1 1 IN I I •qo I ie ASRT SURF. �r%�-�^cvL-,-i—i>. 4 zoy cvr BtrcE /N¢✓. SLAG K/NT wYC3S-1 1 e3C I U»u tics 1 1 � 1 I i , i L�SI 1 ' �a 1 7Yv/G.dL ff�LG�%�'Gn/ CAiYJI6�q.S/.t/ fZYi /20I� obi/aLieL ; Vic-LM\4`t ~ (v outp/l IaQ 2- vitwic Ad WAY. . � . nor•'. _l LY � tea„ �� � �`_ � �..".�-++i:+�»' x.,... ^t .C� � �. �,� :.•+v i ��� r��� � �� � ,. f � �`� awl, � �� • *t ��� IX 4'r,`ap ��a4•�. .��•,.. . A � Id ' 1; - � ."s w^' l r �' - r 'f' jy kf / r _-_� _��-'ram . � R � '` q d� � wt.' "v r"=•� i{4H.—� � z.<' a ��)`n r`,:� r� e1�,J•9'.J+'P a f ^i:' ,�j. r �,i �� r �,• t 1 -i'.y •ram ..-�f �GRf�i - 'pia '(#44ra�.. < ,, � .. ;-� '.��i. ,.r" � �,A; i, ,�L� .6;, r�"yyr• ,gip\ .A c't CC j t f, P, ♦♦ � .Y ' `, \C� �•'� A�' ., 1 jJJ-�1.) •� ,A `a�•,� �jj• � �{ tea. ,� (_J _ x, �' 4 "_ _ lY ? _ _ 1 \ , \ D�__�a.'Y� -�i� J_ � i�-.G '�. � Sr _��� -tW � - •-¢,'lr _�* _ _ +111'1 • f 1 t*1 i r_g WELL T 3� 1 i i` ;ate 3\.4 "�u'i 4 4 t d e `'^ ra ^t t '.c L.1 :t'�vi+5• 71 IS 02/01 /2008 11 48 • 9 N i T n'•rr. u First ArnericanTitle Insurance Company Filed for Record at Request of Name JUDITH A. GUITTON Address 1012 VIEWLAND WAY THIS SPACE PROVIDED FOR n:CORDSA'S USE: RECORD' '93 AM -2 All :55 808 AUDITOR SN0H'T41'--1! COUNTY. WASH. City and State VD 7430JMC/58364-1 Statutory Warranty Deed THE GRANTOR David Peter Brown , aka David P. Brown r for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to JUDITH A. CUITTON AND CHRISTIAN C. GUITTON, A MARITAL COMMUNITY the following described real estate, situated in the County of SNOHOMISH Slnle of Washington: See Schedule "A" attached hereto and node a part hereof. SUBJECT T0: EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF s S7AT t�t oc REAL E.- '�. ny SbLE FI710E z 7 W � 1 • � �M:h crkk�r�t� t CKIBKE SIE ev — OeD Dated—f' � % —. 19 �3 �/ • /�"W`_ David Peter Brown, aka David P. Brown — -- STATE OF -Al MMMiM LWW STATE OF WASIIING 1•UN COUNTY OF- �_!r}.lt-�------�----- (Y111"ITYOF-...---- ..._....---------- On this tiny personally appeared before mr On this ..__ _day of _.. _ __...__ .. 19._.. _ David Peter Brown hrfnm nr. the nndrrsigm•d, a Nolnry' l'uhlie in and fm the Sint. or Wnsldntyt"n, dnly rune _ .. _ . .. . _. _ _ _ _ mi..iunrd uuJ .wont, pet.unmlly It, site known to he Ilse individual(.) described in and who executed the withiinn and Iforee9going •imit'ntmenl, mml and in,li wlydgrd that Blau Lrd._7—r-•! V.�ittkfied llte sane tome known to hr Ihe.__.Prr.idrnt and __.—. _. __ .—S—oury, us __ free and valummy art anti drrd, n•speelivrly, of __--..__-_- _— _____ ._ _— ....._. for the uses and purposes lhrrein mentioned, the rnrpornlinn [lint ravuted the foregoing in.tnunrnl, and ncknnwledgrd the said instnr mrnt to he I he free and voluntary net and deed of said rorpnrntinn, for 1 he asps and pugmsrs (;IVFN under tn' hood anti official sepal this Ibereinmentinnrd,andnnonlh.anledthnl 7 ��_dny or mnhoriard to raeeute the said instrument and t lint the seal nfftard is corporate srnl of said r-I anion. Witness my hand anti official .ral bprein affixed the tiny and year firs) nhave written. Tfi/191-5• - -- - Nolary Public in and fur hr Stale of , rrudln at / Abb Li. IL Abbott _QJ& . _..... ......_ ... _.._.. —' - - - — -._. ..... .... ........... i. A�} .. ul l:utlla Nutn 1'uhltr in and for the State of WintL ni L hin ion, restdin 1a'1'f ry g SHARON G. RITZERT Y G� 2 7 S$ PAGE 1 s 211 1.1'll•1UtrtfM4) '11MNyOTARY PUBLIC, STATE OF ILLINOIS 0 i SCHEDULE A THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF SNOHOMISH AND IS DESCRIBED AS FOLLOWS: Lot 4, EDMONDS VIEW ESTATES, according to the plat recorded in Volume 44 of Plats, pages 203 and 204, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. 9308020300 VOL.2768PAGEIS13O EXHIBIT "B" EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED OR RESERVED IN INSTRUMENT: Recorded: May 4, 1942 Recording No.: 726821 In favor of: Arthur A. Aver. 1 For: Water Pipeline Affects: The description contained therein is not sufficient to determine its exact location within the property herein described Said instrument contains the following: I ' Rights of access for purposes of maintenance or repair. EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED OR RESERVED IN INSTRUMENT: Recorded: October 3, 1955 Recording No.: 1163079 In favor of: L. E. ;lubbard For: Drainage tile Affects: The Northerly portion of property herein described and includes other property Said instrument contains the following: Rights of access for purposes of maintenance or repair. EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED bR RESERVED IN INSTRUMENT: Recorded: October 3, 1955 Recording No.: 1163080 In favor of: L. E. Hubbard For: Drainage tile Affects: The Northerly portion of property herein described and other property tSaid instrument contains the following: Rights of access for purposes of maintenance or repair. EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED OR RESERVED IN INSTRUMENT: Recorded: December 22, 1964 Recording No.: 1747991 In favor of: City of Edmonds, a municipal corporation For: Sanitary and/or storm sewer line Affects: The Northerly portion of property herein described and other property EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED OR RESERVED IN INSTRUMENT: Recorded: July 16, 1969 Recording No.: 2103565 In favor of: Public Utility District No. 1 of Snohomish County, its succee:sors and aseigns For: Overhead and underground electric transmission and distribution line and appurtenances thereto Affects: As now staked and located or as hereafter may be relocated or extended by mutual consent of the parties hereto The description contained therein is not sufficient to determine its exact location within the property herein described. Said instrument contains the following: Rights of access for purposes of maintenance or repair. Rights to cut or trim all brush or timber which constitutes a danger to said line. .S0806.1OR VOL.2763PAGE1sJ1 COVENANTS CONTAINED ON THE FACE OF THE PLAT AS FOLLOWS: Owners and all persons having any present or subsequent ownership interest in these lands and the successors and assigns of owners or other parties having any said interest-, hereby agree that the City of Edmonds shall be held harmless in all respects from any and all claims for damages for injunctive relief which may be occasioned 'low or =n the future to adjacent land or j improvements, by reason of the construction; operation and maintenance of the drainage system, and hereby waive and release the City of Edmonds from any and all claims for damages, excluding damage caused solely by an act_ or omission of said City and injunctive relief which the owners, or their successors or assigns, may themselves have now or in the future by reason of the construction, maintenance and operation of said drainage system. The right to drain all road and streets over across any lot where water might take a natural course after roads are graded in. No land drainage shall be diverted to public roads rights of way nor shall it be diverted or blocked from drainage along its normal course. Any enclosing of drainage waters in culverts or drains or re-routing across lots shall be at the expense of the land owner. All as dedicated on the face of the plat.. EASEMENT PROVISIONS CONTAINED ON THE FACE OF THE PLAT, AS FOLLOWS: An easement is hereby reserved for and granted to Public Utility District No. 1 of Snohomish County and General Telephone Company of the Northwest, Inc., and the City of Edmonds, their respective successors and assigns under and upon the exterior 7 feet parallel with and adjoining the street frontage of all lots in which to install, lay, construct, renew, operate and maintain underground conduits, cables and wires with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone and water service, together with the right to enter upon the lot at all times for the purposes herein stated. Also, all lots shall be subject to an easement 2.5 feet in ti width, parallel with and adjacent to all interior lot lines for purposes of utilities and drainage. No lines or wires for the transmission of electric current or for telephone use, CATV, fire or police signals, or for other purposes shall be placed or permitted to be placed on or upon any lot outside the buildings thereon unless the •same shall be underground or in conduit attached to the building. EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT Purpose: Drainage Affects: The Southerly 10 feet of property herein described Building setback lines as delineated on the face of the plat. MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF Between: The City of Edmonds And: Pantley National, a limited partnership, their heirs, successors and assigns Recorded: March 6, 1984 Recording No.: 8403060199 Purpose: The collection and detention of surface water runoff Said easement contains a provision for bearing equal cost of maintenance, repair or reconstruction of said common facility by the common users. The present owners, their heirs and assigns of said lots will be required to inform any and all prospective buyers of their ownership of the responsibility, in regards to the maintenance and repair of the herein above described facility. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, celgv�n}�p 6 ldeys and toads, as dedicated in the p t 'a'hha/ yy �ofp VOL�j63PAGE .1G'2 t x 0 1 .I` .CAM I L) ` � -" DEVELOPMENT SERVICES CTR rriTv nF EDMONDS • i '� � _we � � �_ _,.. O N d CO �2 O N I I I 1 : : ' TO BE TIED IN T- DETENTI N SYSTEM N. 5ENER / N Q I EV `lJ AND #° YA� SA YMANHOLE I m _ R.O.W. ALL• POSED SURFACES TO I � BE C EKED WITHIN 2 DAYS W U I / EXIS INC; CONCRETE 51DEWALK 120 52' 'A _.._ �0, `"" ' -- x x x x- - x x x "— x EXISTING I� EXIST, / WOOD FENCE I / w WTR. EXISTING MTR. / = m I I 14 -I GONG. DRIVEWAY = v O L = 51.42' � N D=QO° N z I x I x` I xl / I xl I=OT 4 I Ir- /x I I �JT G,U°j 1'ERS1DOW WISP' S CONNECT TO EX ST. SYST. ALLEY SIDE 5ETBAC - x' d I � / o EW 05 - CONN. TO EXIST. YSTEM W/ 4" PVC RELOCATE EXIST. 6A1 WOOD FENCE NEW EXP, AGG, GONG. WALK (116 5.F.) LANDING 30" MAX. ABOVE GRADE i o � z F: � I Iw w ACTOR IS RESPONSIBLE FOR CONTROL AND DRAINAGE ' m NEW P.T. ND, 5TAIR5 AND I / 4'-b"xb'-O" GONG. LANDING x / v 4'-0" 8'- " LANDING MAX. 50" ABOVE GRADE 50'-O" x 8'-III - 2 - 10'_ . / x ° Q L I AD XN. 1 EXIST, II 51D S.B, I / N z kn7'- 1 / xx O w in• Q EXISTING WOOD FENG x / x L x -- x x x x x 7 x x x x 140.00 x x -�� x x x x x NOTE: BUILDING LOCATION 15 BASED ON DATA AVAILABLE TO ARCHITECT AND 15 NOT BASECD ON A SURVEY. EXISTING WATER, SEWER, POWER, PHONE, GABLE, GAS SERVICES TO REMAIN. N 810 4651 "E ACCEPTABLE TIGNTLIKE MATERIAL. I I I SDR 35 SCH 40 N N -12 F810 HANCOR su, Wl t4 . APPROVED AS DOTED ge l vl-t d �.� rgak" -c n \ v SEE G or re 10mb VAJ 51cAe. , V North SITE PLAN 0 5 10 20 1"=10'-0"mm PROJECT: WEINER RESIDENCE EXTERIOR ADDITION AND FACELIFT PROJECT ADDRESS: 1012 VIEWLAND WAY EDMOND5, WA5HIN6TON cI8020 LEGAL DESCRIPTION: EDMONDS VIEW ESTATES BLK 000 D-00 - LOT 4 TAX ACCOUNT NO.: 00124100000400 ZONING:: RD 12.5 LOT AREA: 12652 S.F. (0.201 ACRE) LOT COVERAGE: 11.4% OWNER: THOMAS AND DEBORAH WEINER 1012 VIEWLAND WAY EDMOND5, WA5HIN6TON 118020 ARCHITECT: FRED BAXTER $ ASSOCIATES, ARCHITECTURE 641 FIFTH STREET, SUITE 203 MUKILTEO, WA5HINGTON 01,5215 (425) 548-3a-t5 WATER: ALDERWOOD WATER DISTRICT 5EWER:. OLYMPUS TERRACE FLOOR AREAS, v EX15T NEW HEATED; SPACE: LOWER FLOOR 1140 5F 46 SF UPPER FLOOR 1,382 5F 115 5F TOTALS: 2,322 5F 221 5F NEW DECK/5TAIR: 366 5F EXIST. DECK (DEMO): (231 5F) ---- UNHEATED SPACE: GARAGE: LOWER FLOOR 445 5F NEW PORCH: ---- Sa 5F EXCAVATION: NEW FOOTINGS ---- 3.8 CU. YD, LE55 THAN 50 GU. YD.--NO GRADING PLAN REQUIRED IMPERVIOUS SURFACE (EXLUDING DECK): ROOF (INCL. EAVE5) 1615 5F 213 5F WALK, LANDING5 ---- 215 5F DRIVE ' 525 5F 5UBTOTAL5 2,540 5F 488 5F TOTAL ' 2,828.517 BUILDING HEIGHT: EXI5TINO--NO CHANGE ARCHITECTURAL Ald 51TE PLAN �, RAVID H� PLAN I G 51TE $ PROJECT INFORMATION �- / r 2' O? A1,2 SPECIFICATIONS 1 A1.5 SPECIFICATIONS AIA SPECIFICATIONS A2,1 FOUNDATIONS PLAN / DETAILS S� Z Corner Flag A2.2 LOWER FLOOR PLAN / DETAILS done li�l A2.3 UPPER FLOOR PLAN /DETAILS diet C Rf ,ed C - - - --A A3.1 A4.1 BUILDING ELEVATION5 ZS Front t6 A5.1 SECTIONS INTERIOR ELEVATIONS; WINDOW DETAILS /\/ _.•-�- SidesWfC t� t o A6.1 EXTERIOR DETAILS Rear S ZS-- ST'R ZTURAL Other -------- - 2 ' �� 5-1 STRUCTURAL NOTES Hei aht_ _-------- A4.1 STRUCTURAL DETAILS A5,1 A6.I FIRST (LOWER) FLOOR SHEAR WALL PLAN SECOND (UPPER) FLOOR SHEAR WALL PLAN / DETAILS RKETFALE r7 -now U, u:r fl,1 a c- 5 N a cc N I � 400) • NHOUD 01,, 12 ) 2009 Z��-65'oCe plo- nlao lMFq---j 2 0 9 SULCiNG DER ARTNIENT 07YCF Er-"ViCNIDS