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126 HIGHLAND DR.PDF11111111111111 11522 126 HIGHLAND DR CIT41 OF EDMONDS — SIDEEWER PERMIT. WATER -SEWER DEPARTMWNT i� PERMIT N? 5 4 3 4 (Call 775-2525 for sewer inspections BEFORE covering any portion of the construction. Inspection will W prov ed within 24 hours after requst. NO Sat., Sun., or holiday inspections.) ADDRESS LOCATION OF CONST N........... X.Hi-ghlmd..Drive................................................... -- PROPERTY LEGAL DESCRIP---..Lot..44. Emerald Hi11S ............................... .................................................._...... �..--....................---....--....--.......--.....--......................................._. ................................................................OWNER AND/OR BUILDER ... DAVE ... P.ETERSF.N...................................... ........................................................ ACTOR'S NAME &ADDRESS. All1'C--BICYOe---••-•................................. ......-•--•----•------.,............................................................. Ple:ion is granted ......... �CJ%..........._.........--, 19.76., for repair and/or connection of a side sewer to the city sanitary sewer 'I system in accordance with City of Edmonds ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—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 area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 6—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 6—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 appurtenances except to in- sert the pipe into the wye. DISAPPROVEDp Date ... _................................... By ................ Date .................................... By ................ Date............... APPROVED ❑ Date............................................................... By.. Remarks: ......._................................... .._..................................... ........... By ................ ....................................................................•-----------------------------------------...---•--••---•-----------•--....--------..............................................------------......--........----•-----............--.. BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection — r I....................................................................................... .... hereby certify that the side sewer installation constructed under this permit (Owner of Contracting Firm Performing Construction) was installed in accordance with all governing ordinances of the City of Edmonds. Datedthis ............................ day of ................................................................. 19......... J V Check BEFORE you dig for: Water ❑, Gas ❑, Telephone 0, Power E], Sewer C], Other ❑ V d CITY OF EDMONDS - SIDE SEWER PERMIT WATER -SEWER DEPARTMENT PERMIT (Call 775-2525 for side sewer inspections BEFORE covering any portion of the construction.) Inspection will be provided within 24 hours after requst. NO Sat., Sun., or holiday inspections./ ADDRESS LOCATION OF CONSTRUCTION.......... 26....Highland..Drive%................................................... _.................................. PROPERTY LEGAL DESCRIPTION ..........................AID%.-4�9 .mar5.ld P...1s .................... .............................. _-............. ........--------------------------------------------------- ....................---.....:..--.-.-.-............-.-..-------•---.................--...-......---------------*-------------- ................;-.......--••--................................OWNER AND/OR BUILDER --- DAW... FMIZ ... _........................................................................................... CONTRACTOR'S NAME & ADDRESS. p:-I.Iied DaCldaO .. Permission is granted .........' a ..C rl .. 3.9 o........................., 19..7 6., for repair and/or connection of a side sewer to the city sanitary sewer .. ...... In accordance with City of Edmonds ordinances. NTION IS CALLED TO THE FOLLOWING: NOTE No. 1—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 area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2qo. No bends in grade sharper than 'A will be permitted. NOTE No. 5—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 6—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 appurtenances except to in- sert the pipe into the wye. ..... B .................. $ DISAPPROVED Date ... By Date-1 :: ................... Y----............ Date............---... APPROVED mate ... _......... :..... Remarks: ............... _.............. -.......................................................... _........................................................................................................... -------------------------------------------------•-------•-------------........--•------------------------------------------......----------....--------•--.................----••------------------...........--------------...................----..--.... — BQTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection -- I ...... ........... hereby certify that the side sewer installation constructed under this permit (Owner of Contracting Firm Perfcrming Construction) "nstailed in accordance with all governing ordinances of the City of Edmonds. l Dated this.....--�--7.............day of-. I j................................ 19.f V -1 Check BEFORE you dig for: Water p, Gas p, Telephone ❑, Power E], Sewer p, Other ❑ V V rd PLANNING DATA SINGLE FAMILY RESIDENTIAL c _r • Street File Name: Ey A Cm E him ei Review Date: Site Address: �`ly ����� p1 f)ri V-V—' Permit Number: BLD - Project Description: P-C (( z W `-L 0 0 v (0 D V t D n tw Zoning: '2 6w14. iA1' 11 '.7 Comp Plan: !!�-p� Corner Lot: (YES /� Flag Lot: (YES / 0) Small Site Plan: ES NO) ADU Created: (YES / 0 LLA: - CUP: ----'—° Variance: Shoreline: Subdivision/Legal/Recording Number: Legal Nonconforming Land Use Determination Issued: (YES / Critical Areas Determination #: ���'� �" � ��� � � � � yO � � El Study Required � � ❑ Waiver SEPA Determination: 4. 1 CoX C a V A-t 9 6V1 J 'fDV f7DU"h n Rea uired Setbacks —ea Street: I Side: r: 25 Actual Setbacks Street; Side: 5 Side: N G eA r: , Detached Structures • Rockeries/Retaining Walls • Fences/Trellises/Arbors Bay Windows/Projecting Modulation • > 30" Stairs • Covered Deck/Porch • > 30" Eaves Chimney/Fireplace • Uncovered Unericlosed < 30" Deck/Porch/Patio Parking Required: 2 Parking Provided: I ('j Coverage Required: 35% Coverage Provided: Lot Area: Mai ---� 4LR03 � �-9 Lot Coverage . (0 Calculations: B ilding Hei ht Datum Point: 547 Datum Elevation: Maximum Height: 25' Oro � �1 �Gy Actual Height: 5b'g. -7 10 &4 G V' 5I61.(o Plan Review By: Gina Janicek, Associate Planner PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET =FILE Name: (,Z-O-,' 001-f z 3 00000 Date: /0 / 3 / J Site Address: ZG Plan Check #� Z"p / S Z Project Description: Reduced Site Plan Provided: ( ES /-NO) Zoning: S- IZ Map Page: --- Corner Lot: (YES / O Flag Lot: (YES NO Critical Areas Determination #: /J 0(c / J (` v� r %� ❑ Study Required //0 Ym ii( f ❑ Waiver SEPA Determination: "Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: 2 � Sidi: _ S-- Side: S Rear: 2 S— Actua! Setbacks uc, e . Street: Side: p Side: Rear: ❑ Detached Structures: ❑ Rockeries: `6 (e ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: Buildin Height Datum Point: �S M �l �1 Datum Elevation: 5-0 .5. Maximum Height Allowed: 2 �� 0 Actual Height: Z p , 36: C��• 3 ` -;rw.. Other - Parking Required: Z Parking Provided: Lot Area: (S 3 Maximum Lot Coverage `35% Prol poe&!,` " Lot Coverage Calculations: ).6v ,y,� P G ^� Z Z q`. ADU Created: (YES / ) Subdivision: k NCl�s- Legal Nonconforming Land Use Determination Issued: (YES / NO) Comments 1 Plan Review By: C� f� to 1,3 /0 Planning Data Forth 04-11-06.doc hob 6 y /►-1-1 c 5— ' —A57 x July 28, 1982 �� /0"9 s� MEMO TO: Jim Adams City Engineer FROM: Bobby Mills Street Division Supervisor SUBJECT: ROCKERY LOCATED AT 191ST STREET SOUTHWEST AND ;�_M AVENUE WEST We have received several calls to remove the rocks from the side- walk at this location. I made an inspection of this' area and found many of the rocks to be cracked. Please have this area inspected by the Engineering Department for safety reasons as many people use.the sidewalk. If I can be of any further assistance, please contact me. BRM : j kw 0 FIE* IN SPECT/o N REPa f 8- 9- a?- �3 : 3e - /a : 3 0 A M . �;oe_ z;�s•PM.. MEMO To. aass y Mips srac-er n/visloN FTRoM ; 7A H E S S. A DAMS Glry EN6/NEE/L Sa$TEcr'; Rockery [.ecafeaQ d.t v?ist. sr. s.ta. qyd 76rH AVi. W. 6N 8-7-07-1 fqf' 601,1s0r1 QH� Bo 6 6 y MiLC. s ro 9e t�.er rn she � d 7-% $ u 6 J c Gt- QrcoeA'4ar'y pre A, a ppro X �wral�lr /9� ST. S.cv, St4 r fi•� � o � 7la. to ,e. S r s /� Qnd proceeded Jje/^,�,, FI�•���,9s Q �� rc a a.H.tir e�►ol4tre.,.s are- a s Fa l/o w s 1. 71,e leir:rt- /eo 47. s4oAc/ql be r4z✓ieW4aA,. Fdr f�r7 er- weats.{�Q�r�� Ott Perioc(s not 7-4 e_X -eeo( ane -year. Ca •� � i� ¢Jctre�ne de�er�BYet�oK /s ab sere•-eeZ by st-re �t ore ems. j . Z. /n -r - 07-e1C-t- !eo *C7: nee7"4! 1,0i q/y Goeser ro c%s LoeQ 4:: F't kp FroA" -,4- - Aqe 2, sl�au /� be SPolt - c¢.+�e Kfera( l�1 rO re N-& 7'�t%v' Pet//ih as et reswH- e� Fwr'7 a,rde7`�er/o�q; %u R 6 2 er a Jaa,r, /� % ,3. 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W of sapliti9 r'S 9ro ih� y'Lirc� t"�¢ Face ate 74�- rev a.kCe.e Fara�ny 7 Garyz r'dG�s �t�o.rr7'J �Xhe[ •�Y- oeC 6�zQri.,�. aLryh.�w+a 7'h it Sa pL I•,� f Lt e a /cl b-2 per-c �'�c /AY a 4t a� octt a "-e its /'oofis 7''Le- r'o c,E.o,,Y, S, Across tK� Srree't- Fra"-f apprax. /96 /7 /9ae3 - 7,e ?I Ave.W- rm p p r o d 'e e- t- 1',oT reeks SAS e a /d 6.Q by .GreW; atiae i c FoGrnd 7-a 6tie uysfa6le�TlQy 040-,Al b-e rcN,o�eR. 6. pre. ,just VO&tr'7 GF r" acresS 7- Q Srr-r�e7` Prowl Jqe o3 .- 76Z4 AIIE, weFes•" 01o�e.� p4wA dis7Lgn Q� Lanrin 4 ea per;Od ie- rre e vw For Gee o t.e rocks Frowr r4is Fawn pm!-e ro r4AP- p.t X 7- (Fll 't "--et 4 ) b) y"d /S tCt' t 4Cr..P "4 .�,r pm/� ( At 41- ward j A e Al e tr2 S �' 41 spiq �►05-e- Yee S��ao4.1 'ew, g 7-0 /Z Feet up ICPA-0 r., 7� ba / ire �.a ij K f 1i iYt M1i. Ly,tb� •. � ZII., r: � �(-0"'�� �•� ��� ^`• , -. ``j,' 1'�. i SG mot' Ir 'F 1. s . W � ;,.yam- w�•.� ., �i�r � <�' �, �`q �, � v►, . �:�: �i��rl.�r1 �'i q'S�'n"{'Md�, �'�, �� ��✓l.. � py �' � �� {,yY r•� T "III WP".F.. t y, i tom' t1'r� 'r7Y.MF/FYio 7 �, • • (4oy t-td ) c) (—ZE 16 1=t: i 2 e F'i . t meth+ ) G ewt en t -iti So 1- i d be-tw een rocks 4 S - M 4jrkQ4 wIVA slcoe.r- (FJlZ4 -t s-. ) @ 35, Ft.t Aloud,; spof-<ew�c`tt Loose r®c-K areq a7` Lo c 4 ?`!e n Q s- ILt ct r �Ft9 a re G ) 2� @ 4,0 k*6 iao let N-0f-rh� feol-eui b4 s*'- r©c ks Fay-) s✓egtl�a* - cl� ferlor4tto., /et aboctt- eo-e yeas^• q pp -ear re/af-�rre sek,s�( ,r tit new 64?- f4ow sgw-f er�bee9itinia rr uwegt74 (F19r-e Co.Co. f� @ 4 o Ict. North f ; Re rt o f!-e L.oe $-e- PiQ cm s o f roc.t., a pprmx irr?gr�c 74%X4'- f2 ''-eef yp f room rj-AL . (F, ar-e 1. 9.) G S t afarrlt ; Oroje ct"'I? roa,t et ppraX i.+�gfe /e FL`. up ICi'e•+� bQsc S%eulol 62 cgae,�ed2 iH <bo�tt oi�e y�ar'� for F••rrlr�, kl evwi�. %) G7 Ft. Nar7� : G- rayitic Rock is Baal Lr Fp"�c7`c�r-ems �ty� de y�erio,�-a ti.,, . A F f-er /� ssur� -wa sti icy �rH al r c -iti sP ec7'-ic., In ram- ae,rstoo/j a be t>`-er vEe w a�I'J I''ea� cv q s c b i`it,ti a °� .Zr is /'� co.+��r4ti�� Alt af- r4/0 Saf'f' Pie c*-- mai% mrJ a fe4st4?atia1 reo6t1,v, RetjlFor`c!"�►yhaeibi b� of-es.gllex -M fae PCocueee aa�As' Ea9ineeri� ctlrcc7"�eN, QAe� co®9 c r.e f-e- e o a Al 6,e. Ufa c e 4 e i tKa.✓ 14 j<qe ,v o r 6y `G�INjT' ..��fproc.esS. this !s be%eue.Q To, d-e 44C .ExpaNSll�-P 7'� �'i r�e%✓loU 1`l� :vH� r p��t C;mv cr$I E'Xf�'dOSIG4P C� Gd 8D Ft. NerrGi : ecolov-e- cb P,ecc CF Goas a �ra,j¢a t�i1/ re ck. a pPvoX iwt afe Jy s - 6 Fr. Kr AroM r4A 64 51e- ('Fi fgre J. j) &P 97 p r: ivorr� : Gran iti"c basa l el e- i-oa k cxpprox lrir �c (�/ to Ft up Fromm ate bate Shews ti9tis of c®aI`�n�ia� c/ef-eriorgfion, rAisp/'�dlaKsly Ye-cewtehf-4�, gtid 7'1s,2 c e e f ih�► dtPp-earf r',0 hc?t.-e been Sa n�< ••iti �r� fa c< es3Fy/, in 'bat r' cea-,en¢ /S riot de cor�paria� a�, r4p�d/y as roc ,ro c.k i t is• a cad? -ro - y'�e de 7` e riora t/ a rock %s t4a �, fIcce of Lary¢ rock wlic�is new prm�.eet/q , tyIOIL >ce46/y. Sr is r-e-e- ,.,ey�E.eel Thal- rZLe 3. A. G . J.) re in For ce W- con ore f e d cs i7n a aC r-o sup�oor r-- Tl�q rbckS ccbot/e it. AS 4h 4/fir," 17-- el a pPrax1;vgf e�r a ctoeen Gary !'oG* s Gould be r-cr�rd v-e d,, rAcL d e f�rio�ce feo( ro c� repla ce a2 � i � a. Sa c� mat O'ocet/ GA o! he a. m ar9ih a l e!rQ . .Tic al��''ect/oaf, (Fi mr-e 1.) Ih r4;S cQs� lee plQcrl�� rAa c/-, s m ay b.e. of ce-e 4e, s f- - e Fgl*- e &I &-e 7%-sL 440j4Q is up to rfe srt sivisiojj. 0 Icrom `10 lct. No r t'll To -rk-c- I7 e x T' (A c rosS Ic roOl / 8 9 Z 3 -- 76 v6. Lc1;O� Ttic r'acke�'r ct p�-ears S`i99es fe4e4t r'�iis Sec7`lo�! he r� view-e 4�hua/lY may' siftiaay der'lora7`I, sw or' dis p/arc a yeti /-, 7, r- s ti a cc /cf 6-e- n o was sud;ecfe�Q r-o Q ��r'sory re.tJ%w by Ends/ e eris7� a�p,�olc is�r air �cvo ire ars aka • . 1r'h r' !ht'�rl/ehJh� �erla�� 7 e cerr in S�ys�lF/cQy7' S��fS o>� de �,�'<oi''a tlo� lil4 v`-e f'ro9reSS -e o� j-o a paiti� l.J�ieo^e Pe rioa�i'c � ih �ehsiu� r-e v/e w s � ctf p-erjod s A l- -ro elc c ee4 «nnq"ct/ly� i,se c/<arl�: J�loQlGQ?�eoQp Str-te7` Gr4wlf a/'� !r� a. �oe�c �esi7`�as, po pe --2 Q�Y ssc.(afe�! ar- proy.tessirre G�a��S %y aPp'e4ran�.�e. ar.,c2 �oKcQi t�jolij a� r�is f''oc,�-Q,ry. 3, ALSo on this cl ettP-/ rAo- rackery 4,P -e4 w-e5r' d Park Oeoa aLl on r ,�o_u... Si�� o� /�-!a iH 57'-v'Qefs (approx. 9oTy � l�-fain �� wqs r¢v�eu�.e� by f'a.7- w!%seh aa�C Bo66r �?��Ls. The. Fo/%wln7 e-0Al iojfs We✓e notex drsrs( s�rarke�.(E.ra W �,. Al- lbf rock was hot �c�yecQ-�•, 4�taC s4occ rci b-e 2, A Loo!-c rock ih 'lam lace was eat keyed -in aaa2 AVu/d b 2 reset or' remove -A. cALt-wont- Aly,, jt could b�e sPot- c•ewc.ffc-0 A rock- near m'id - hdipht Oho,cld b2 reset Jmerr�o�t+e lly ra 144n Vert<<glly RNd- S®°ot-Geeegey fecQ , �. ✓�O�yZ I�j Qi^9lh c+C/ Gey al/�"!dh ecQ !1°04�5 l�.Q✓'e d%S2vl/`ea� i i 6.4. 'd) ah A it- is rcc- o�rn elide � 7�iuCt 7'tiis eH tir e - y'c�ckery be. SiphS o� clef-e�ror47'iaN t� about oher y-eae'', 1 ' G, �4�4i�1 or> 7�i�s clq-re. r'l,e rockery GocQ7`ed uresr` o� P4rK. pZoa� oh 1 Nas"I-11 s id-e o �-taih S?'re�t CA?e A a -!a i" uj a.$ /'e 01ew � b y . Pat $c 6 bi were rldfecQ qti� nn I. �li� o v' GleQe�up o F se deer( voakats V 1' S^4•9// G oese rcoo a is /-�9�ireaP, - 2. A T iAQ te-0 //.Vat � Go�Iall1`10�5 A >✓ r-c S e 7`" O t? a L.a eog e ro e,A; w4 i c 4 /s G a o,s.e , b), �7` 2o�r cvesY- a� � Tice; Reset od' r-c���e a, 1 .*me j e o t %h� /M h•r � ar�L o� Fes!'//i�9. C), .,4re4.S tvlt-4 d ICI-- oA rka- Zj-4eIQ stieu1W cw -eee OCo r d a M aYL.�- re s t4l titi9 Ic,^o.sf Tree - 'oar`- 9rauJTl, iIl 1�17��t/ctlS h e7` eXc eea�i�p o,ne_ yeae^. p. A-r o�-- r4,,7- city ��,9ir,eer� fie: rockery em . Fast side o� h/�9ti Caa�Q rQ'riv-P 4t T� addrtss o F ,3 12. - �f i9ti C•�h Orj u e u -A s a is o ihirle o Y-� rh /s daY by pad- u1<<so�. 7"l�is wca s ah a G ceytah ce f�fpecr'r®� aGliQ �'ler.e yQ� been r�/vem o� some racks f'a//iqi Ili To 7 Str ee f". F/h���� S of r' e Q s Fo /lo gs : CITe F eje CA? poiAir /.r et Fi•^-e hydrant- at tlA AIai'7�i e•�rm( a� �''1-�_ YD ck a!' i a J . d 1. IN Nort4 8a Ft S 5os4ne S�ia!( Fra c7`urc s �bc7`-e� /sr y'oa�c S w4 i e 4 cl o hot a p/'ear 7 -o a F-Fe cf- 7'�2 Sr'tu ct`tc r4 J «fegert�`J' oC- 74e rac y 47• rots 7'i�2 . CSPe cif<<q«yi Z. At Ito Fr. Soeer/il 3r.St' eours�e j Recheck sc-e914f- Fl-4cNIP<- For det�err'orat�o•, �h of bd�ct o�.e y-e ad' . 3. At 14o Fr. sour4; Zed tcceose y Pmc,6Q.t of sti,Ql! Geese spalls �r''or� ad j4c eat recce s . Cker- cr�tic4 i �f ire st.,t) , S. Ict 3, Key «f cF 7'l•,,e_ ,reiesk s f heuocct, WAi%e 1107- 7A-2 a cl e quo f e. ! i art T� pry s�eti t- 7'--/sue -e . Q r- G -e pt is Or- r•,Zwl tld e q44 4 41 i4O c. 7'`'/o y GoN«flSlOAJ S ; I. TIIe rock ernes Illspe c �"L,!¢ day Point IVtjt Clearly r-A-xt- � hl7h reeA-erles/ or- r"r ue y r�ar`vr� f P.*Ve era inh-ererjf` h4 :ead'oQ `een a s5un-, eof !oy 7'!e- e- ity, a q0' cts scich s4es,41l b� S rc 6j a �t To /�ei'/Do�lc. /h s/oec 7`/ah ate! r'o�l t�rre A4Q/rlf-eM4N ce 2, rli-e. bgs7` off. rce- -erles Js 0414/'e ct' Tc deter'iorQ f/o." b y lve.a tl, f �riovevyrerlts due 7-a 7'r-ee-root 9ecWr-c, aN� or'` .ad h4tura/ causes. 3. Gaa� lti�tt4l' %tiSPect/�ti c4h r"ealcice, !� o t. e G 1•+� I «,�-e e i t� -e-✓- Pr-e s erlt ov f ct fq r-2 4. 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Fo/%w-Vp M qI," 4ac-e Shay/d be da�� 404WeV- 4-5vIp/h4---ed'/�� dc/v%c-c r! ,SpectFie � rr e, c tto&7 W A -e *7 g rY,t c tu®^Q o Gzre is voles � . u f J/'! �-2 G lOy s c a ti b.le d o fin,%/Neev'1+ly a s-�^-e9u�st��l by 5rv'�et Drvrsia�s w heh o7`,/�r �l, �toi STi�'�c ct c�ra ( s�,o�l�t cat�oy S a/y cat r'-e ,�f o e Al Y-e pep,7-s jouN e o-<,e / To 7 s,ec re - ar"c1c/ ce 72::' d It's /-r� b ut/•�� j�� o to �v� ply �'c qr to TIC t-e x JN soe c7'Ld�? � 13�/ C.0 r Bo b b�l M/ C C s' ST'/Z 6E"T .A/vas �o a1 74TA AVE.. —STREET FILE MAIN 5rREE7- -` sTREET F/CE ay cQ`EF'T FILE- c. (1` y 6=0711l e e r. 4-12 Q depu4?It b w%�tti 7. APPLICATION TIC, City of Edmonds for EASEMENT NO_ ------------------------ ------------------- SIDE SEWER PERMIT NEW CONSTRUCTION 0 REPAIRS El LID NO_ ------------------ ASMT. NO. _________--__--._. OWNER ---- T�P"--"E�= . ......... ----------------- ------ ............. CONTRACTOR ------ L-%eaa------- -------------------------- PERMIT NO. JOB ADDRESS .... 12'::=— — �' LEGAL DESCRIPTION: LOT NO - ----- -4.4 --------------------------------------------------------------------- --------------------------------- BLOCK NO. ------------------------------------ 0- I.-A 1<1 E-1 OF ADDITION ---- ....... k7Ak --------------------------------------------------- Approved: DATE.......... -74 ......... ByG.. . .................. . ...... YUY9 I Ae City of Edmonds ---------------- --------------------------- 4,1T - NO- ------------------ OWNER ---- Pax sR ---- CONTRACTOR --- --ey ---- --------------------------- ............ PERMIT NO.,s- .. JOB ADDRESS ..... ...... PR ----------------- LEGAL DESCRIPTION: LOT NO. ---------- q�-1 ------------------- BLOCK NO.------------------------------------ AMUCATION for - SIDE SEWER PERIVIff NEW CONSTRUCTION jj] REPAIRS E] LID ---------------------------------- I --------------------------------------------------------------------------------------------------------------------- r? i ) NAME OF ADDITION .... ------ 4 �q -j lal-s ----------------------------------------------- Prcc.-#%/rM MAR 19 1976, Pubk worm POP - Approved: DATE-------------- ----------------------------- By PLIC WORKS CHEST W 2LI Date �iJB.DING PERMIT RE'VMW Lcb.so .S�sac►vicl� sysr�--�-�� 1-�►�H dress Street -Right -of -Way Existing REQD Access Easements Existing F-- REQD Utility Easement Existing REQD Lot per Subdivision Plat Assessor Map Site Plan Checked for Accuracy Underground Wiring Reqd. Check Accuracy of Legal Description OR, Environmentally Sensitive Area Environmental Checklist Regd. Flood Hazard Zone M4. � Shoreline Management Area I Slope, Soil, Vegetation Stream, Creek, Drainage Basin Existing Zoning Per Code -l2 Amenities Design Board Approval Reqd. ADB # Approval Board of Adjustment Approval Reqd. Review Bv: CN / r 1 Date : Existing dater Main Size 0 4� Water Main Reqd. Service Line Reqd. fir/ 51y Hydrant Size Existing 0PC- Hydrant Reqd. Per Fire Code ,C W Size Detector Check Meter Read.'A,,.9l7 Cross Connection Inspec Fire Department Conment Water Meter Charge Reqd wis Review by: ,'L Date: ------------- - -- -- Septic c sign ��pproveu Late: Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj. x Drawing No. File No. Side Sewer Availability w Sanitary Sewer Connection Fee Req . Review By: W/S Date: .axK.K. r q)en.Ditch Existing. 0 Regd.. Culvert Reqd. Size cd Catch Basin Reqd. Indicate on Site Plan Shoulder drainaf;e n-ni_nta IV c 1 ection on staale open runoff �' i :whole rcgd. Indicate on Site Plan Soil Conditions ..and Ground Water.,Field Checked Rc-,ricc:a by Q Date A Street Paving Read. H Curb and.,Gutter Reqd. w Sidewalk Reqd. w Curb Cut for Driveway Reqd. a Right -of -Way Construction P Regd. H Bond Reqd. for Public Irmr6wments En Street Nave Sign Reqd. Other Siding Read. Q Pre Pernii.t Site Inspection ride on z ,a o BY: ShI ER H U w 14ATER a. v: STRICT H k' ENGII :,PJNG Special Require:.i2nts listed in mcm to Corul nity Developrx2nt Department, Building Division 13Y Date o All iters filled in on Building Permit Application BY Date a' Drawings Stared and Notations i•lade BY Date i Approved by Pt:1il.i,c 1.'orks Denartincnt kCVM.Sed: 1v 10-1977 C3 Q3 0 Lf- 50ALE: I "= 20.00' 0' 10' 20' 30' 40' 50' 60 Site Qd threes 126 HISHLAND DRIVE EDMONDS, WA 118020 (Dwimeir ERIC EMME 126 H16HLAND DRIVE EDMOND5, WA Q8020 206-683-4ciQ4 L1ssossoes PaIrcl 99 MO. 004500-000-044-00 doe She 15,155 50. FT. zoQ9inm RS-12 MuHd 5na Foo4roft4 13.1F. OWNER/CONTRACTOR Iv; -RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE EXISTING HOUSE I1375 EXISTING DECKS 243.0 PROPOSED ADDITION (OVER EXIST ENTRY) 0 DECK AREA (NEW) 641.0 TOTAL AREA: 2249.5 PERCENTAGE COVERAGE: 17.1% AS EXISTING - NO NEW GROUND DISTURBANCE. amroeuvo0us sand es Lllreas EXI5TING (EXEMPT - BUILT MW ROOF 2279 50. FT. DRIVEWAY 4 WALK5 IQ27 PATIOS 565 DECKS 243 TOTAL EXISTING 4703 50. FT. PROPOSED NEW DECK AREA (iasPt->zv"us) 312-,&':r TOTAL PROP05ED 312.'&' 50. FT' TOTAL AREA 3 M_ .94 50. FT. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON -SITE UTILITIES. RELOCATIONIREVISION TO ANY UTILITIES MAY REQUIRE SEPARATE PERMIT. Gaut and [FOOD WA [FOOter Socks FILTER SOCKS WILL BE ADDED AS NEEDED PER CITY OF EDMONDS 5TANDARD DETAIL E13. Djj!ggo�auOatlo s A 50525 B 512D C 5202 D 51gb AVERAGE 515.0125' MAX RIDGE 540.0125' EXISTING MAIN FLR: 512.4' NEW RIDGE: 555.5-1' PER SURVEY: D.P. AT 5ENER M.H. IN 5TREET SET ® 500.45' silut [Fence WA OMPS OUS suglaoe o86os DEMO AND REPLACE EXI5TIN6 DECK w/ NEW DECK. ADDITIONAL IMPERVIOUS b 5.F. NEW IMPERVIOUS. r I 1 I ! DATUM POINT SANITARY SEWER MANHOLE RIM = 500.45' Cly W E- Line Type Area (sq. ft.) 1 Non -regulated 4228 Exempt Non-exempt 2 Replaced 31 i. 3 New (Post 1977) + 31,'69 4 Total Regulated Impervious Area Mitigation required if in excess of 2000 s.f. .3 5 Total area mitigated by existing stormwater management system. g Regulated area not yet mitigated. _ 7 Area proposed to be mitigated by Low Impact Development Tech. = 8 Area proposed to be mitigated by Conventional SWM Techniques. = 1 applicant shall repairlreplace all damage to provements in City utilities or froneager`:y ,i standards hat is cau..ed right-of-way p or occurs during the permitted prolsct. B.S.B.L. MIN. 7 EXI5TIN6 NEW'IADDITION OVER EXISTIN5 ENTRY WAY. NO GROUND DISTURBANCE, NO NEW IMPERVIOUS AREA. APPRO 'Y, ENGINEERING L ,Y BY Or 5T. N�( WINDOW Y�Ll EXISTING RESIDENCE I " = 554.11' FF = 512.4' FF GARAGE = 5M2' I I I _ . AREA OF REMODEL Lin\ EX15 PATI Zone IZ S- ( Z Corner Flag \ Setbacks Reguired Actual Front w 2 /L`Gk^-y� Sides/V/5 7 S' t 15 YZE * Rear L� ZS 25-, I ECEIVE�` I I I I I I r I 1 I 1 0 1 1 I O i I Other Z 2� 36 JC T 01 2015 H� )EVELOPMENT SERVICES COUNTER i Site Plan I Applicant shall repair/replace all damage to 50ALE: I"=20.00' utilities or frontage improvements in City right-of-way per City standards that is caused Lor occurs during the permitted project. 0' 10, 20, 50, 40' 50' 60' Site Address 126 HIGHLAND DRIVE Cut and Fill EDMONDS, WA 118020 GUT: LESS THAN I G.Y. (IF NEEDED Owner FOR NEH FOOTING) FILL: <I G.Y. (APPROX) ERIC EMME 126 HIGHLAND DRIVE Filter Socks EDMONDS, WA a8020 20b-b85-4QQ4 FILTER SOCKS HILL BE ADDED AS NEEDED PER CITY OF EDMONDS Assessor's Parcel No. STANDARD DETAIL EI.5. 004500-000-044-00 Lot Size 15,155 50. FT. Zoning R5-12 Buildina Footprint (S.F. EXI5TIN6 HOUSE 1a57.5 EXI5TIN6 DECKS 251.0 PROPOSED ADDITIONS 26.6 PROP05ED DECKS 120.6 TOTAL AREA: 2515.01 PERCENTA6E COVERAGE: 1-1.6% Drainage A5 EXISTING - NO NEW GROUND DISTURBANCE. Impervious Surface Areas EXISTING (EXEMPT -BUILT MW ROOF 227Q 50. FT. DRIVEWAY 8 WALK5 IQ27 PATIOS 565 DECK5 154 TOTAL EXISTING 4705 50. FT. PROPOSED NEW REAR DECK 26 TOTAL PROPOSED 26 50. FT. TOTAL AREA 26 50. FT. Zone • !2 Corner,.—FIM .,. Setbacks I�equved Actual Fronts �' 5 Sides 2 �'r'' Rear --- Other Hei t 2� Height Calculations A 506.25 5 512D G 5202 D 514h AVERAGE 515.0125' MAX RIDGE 540.0125' EX15TINCY MAIN FLR: 512.4' MAX. RIDGE: 555:11' PER SURVEY: D.P. AT SERER M.H. IN STREET 5ET a 500.46' J r 1 r DATUM POINTI SANITARY SEWER M MANHOLE RIM = 500.48' /ar Al i Silt Fence WA ONNERICONTRA::TW IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Impervious surface calcs C.y.Emna:m Line Type Area (sq. ft.) 1 Non -regulated Exempt Non-exempt 2 Replaced 0 3 New (Post 1977) + 26 4 Total Regulated Impervous Area Mitigation required if in excess of 2000 s.f. = 26 5 Total area mitigated by existing stormwater management system. _ 26 6 Regulated area not yet mitigated. = 0 7 Area proposed to be mitigated by Low Impact Development Tech. = 0 g Area proposed to be mitigated by Conventional SWM Techniques. = APPROVED BY PLANNING i 41,- I.I.:: t NEW ADDITION: 12 S.F. UNDER EXISTING ROOF (CANTILEVERED w/ NO GROUND DIST) A �i s���r■ics_ mmm , �aG►i X;az; EXIST. wlNvow "a.L J1 DEMO EXISTING ROOF, INSTALL NEW DECK 1 % AND COVERED ROOF OVER SAME AREA. t NO GROUND DISTURBANCE,Ss'so,,� 1 r NO NEW IMPERVIOUS AREA. So• NEW 3RD FLOOR ADDITION & REMODEL OVER EX15TINO 6ARA6E AND 2ND FLOOR. NO NEW GROUND DISTURBANCE. 1 NO NEW IMPERVIOUS AREA. )APPROVED AS NOTED F BY NGINEEPMG NEW CANTILEVERED LANDIN6, SPIRAL STAIR AND STEPS TO PATIO. <25 S.F. IMPERVIOUS AREA CREATED. I I Scanned + I r Itt Z o � : MC \1 i -41 R'Y ++ f R f I J I r r , � b J r r r + A nr- . 19 2013 DEVELOPMENT SERVICES COUNTER LEGAL DESCRIPTION LOT 44. EMERALD HILLS, ACCORDING TO THE PLAT THEREOF, �rrnrnrJrr»ns� . � ' 1 w l r tL tL io` Wul A' aii rt� �/ .. C] C9 Z FL RECEIVED DEC 19 2013 DEVELOPMENT SERVICES. V COUNTER �M a 04