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17734 OLYMPIC VIEW DR.PDFiiiiiiiiiiiiii 14317 17734 OLYMPIC VIEW DR 0 �Y 0 CP OUP O L~0 ic- V (�u� TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: G 5 — [ v DETERMINATION: ❑ Conditional Waiver ❑ Study Required Owaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: — SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP,CARD DATED: L:\TEMP\DST's\Forms\Street File Checklist.doc • q ILE NO. �5 o Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) _ 1. Site Address/L.ocation: 1 7 6 Zg 6 (mily Q),r U,',e 0 0,p- ;d' 2. Property Tax Account Number: 3. Approximate Site Size (acres or square feet): l Q© 0 4. Is this site' currently developed? _yes; no. If yes; how is site developed? TWo QS 5. Describe the general site topography. Check all that apply. 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 than 15% and less than .30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater.than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: &0; Approx. Depth: 7. Site contains areas of seasonal standing water: ; Approx. Depth: _ What season(s) of the yearl 8. Site is in the floodway_ floodplain of a water course. 9. Site contains a eek or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: . WAIVER Q 'Reviewed -by: '� 7 Plan Date Rev 00fV193 : r N-N' City of Edmonds Critical -Area's-Ghecklist The Critical _ Areas Checklist contained on ; " and submit it to the City. " The City will this form is to be filled out by any person review the checklist, make a precursory site preparing a Development Permit visit, and make a determination 'of the Application for .the City of Edmonds prior subsequent steps necessary to complete a to his/her submittal of a development development permit application. permit 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. Thee information needed to complete the a_ Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An .applicant, or his/her representative, must fill out the checklist, sign and date it, Witha, signed copy of this form, the applicant should also submit a vicinity map or plot plan for indiv—idual lots of ffe—p—use with enough detail that City staff can find and identify the subject paroel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc,) or studies in conjunction with this'Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Name Street Address City, State, ZIP Phone Signature Date Applicant Representative: Name d Street Address 44J1 Pao / 2— Phone Date t�l -- - Fj tri 0 G 0 z In I . -q T O �ft a 3 O 2 a 0 SENT DY:EVERETT OFFICE 2-13-05 ;11:23AAl ; • STEWART TITLE CO. -- • 206 778 2482;# 6/ 8 S, W.1/4, SEG 8. T. 27N., R.4 ENM. 1' • Z& 6m no OU1T OF MEADOWML E ACM IVY// y i p N 0 . EC. 8 T.27N.9 R. 4 E.W.M. ; o % r 1 Z9 lavN 1 1Oi' 1708 7009 17o10 1700f6 11000 f _ 1700 M/= 17001 17029 17016 1 ° 17o1q 1e 3— i ►Zoto 170L8 1 �¢0 1212► 7 0 029 1700, � 11103 o► Zp . 1�1e7 N 17105 17110 170t2 17101 7Q ^ ^ 17118 1710. r 7020 h 7P0! Q 17111 17 171t1 h 1-7t20 0 171oi 'f�� 8 \ 0 177P>t 17117I 12f 17117 n r 17110 171. j71�9 °` n t7is6 17127 17 Na P. g s M07 in ° tJ 4N� 17201 n A' ° N0206I 172/7 O��eA1 ^ n r P f` 17206 17215 n� w e p a M ►� W 17223 1 bq�1 1720f o 17I31 n r' $ 2 c K 17=9 3 o n v t7I/e n n '�► n 17306/7308 N o 17303 pS nsx+ BRAE M n ! 329 17311t ^ 17309 R a 17320 M a In n 8 17316 Imo �V n ^ f` ^ f1324 7336 1731Sin jz- iv ti 017411 ito N a �;? - ao ,o `o n 179 6 07} .o 17 17425 17st3 >>,a 17500 W — �° r v. w fiS MIL a-, � 79Z! 1 C Z • a N ` n �v a v w ^N17926vvv. . ♦13122 �p a I+ 1. r• 17SOq A 17503 175o8 17Soo 3 s 17ib1 1` y /7s20 7fo9 T a _ N 321 11512 757/ I'S0i 177W 17910 17527 :' N f' y /7522 \ M {N 1. M vIZ 76 Tr $7 h INnv ST S6. W. n n ^ '�` g � r 'v .ma 17606 1, Mg r�+ ST, S.w 176 ST. S.W. 3 17Gi9 �� 1n n n 17b20 ^^ n n o^ v a in m. C 17604 / 17ri19 1 i L - j r. 17i • 17627 � 17629 r ^ M N 17623 N v N v aoP's CV 4 625 76/f /7:Z1 M 17707 o H O V ^ a /7629 n n n^ O J7631 ><x J 7631 17Ji23 /1622 I� In o c/632 7 f r .7715 ^ c 4 % r r r 1°- , r r A 177 ' S S.1NL r •0 77q 17727 � o° N � N �_' o N °D ± o $ Oi 17710 r 4 i nvs N � o O o n � r '' r r r 1°. P P1C. ^� a h61z 17f08 N o. /7f06 W 05 _ r n 179o4 peas ~ r . K.781 1»a4 M ^ ^ I7r;/2 Q 798 r r� is r $ 17912. 17911 o %B 3 �„v "'► a 5 W. l79 TM 3 . $.IvC 8 iz 17820 17819 H /79G2 790i n9o9 3 1709'" ;; � ^ � �, r 1790 yl 17ez2 _ H w� 17900 1790b O7 17902' ►�� 1110 j17913 ,P Q /7g ' w, 7 17909 Q 17901 0' 17919 ^ d 17916 a b p 17Ao8 r � o• n � �17424 Q� � w ~ C r _.� 179/9 17922 9Z o o c 0 1 `o .�i 180"" _ -$T. r= n r r r, 119Z2' 80" W. pTM► ST. S.W. ° p 18003 1900•} 18001r 19006 t f m 's 's N ,o ill 1n F P P ? f 18 O Id N N N n w n n A A n • • U O O O Q' C Igols IgeIZ 1801 Igoi2 IFr• r r r � '9 ,■■�+ N e r ^ n n I IBoLo 113a:5 18e2o 18017 Igo21 I80L1 IQoLl IBOLS1goi7 i r I I 3 � � I �.oT 196 (SNAKEI TRAIL 9 Inc.1890 CITY OF EDMONDS . 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: wwwxi.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering January 6, 2011 Cheryl Spasojevic 17626 Olympic View Dr. Edmonds, WA 98026 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. d Fire District No. 1 Edmonds Police Department. Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Allied Waste Comcast Cable GARY HAAKENSON MAYOR This letter is to inform you that due to a recent subdivision, 17626 Olympic View Drive, Edmonds, has been retired from the City of Edmonds address system. It has been replaced with the following addresses: Occupancy: Residential Tax ID Number: 00513100015415 Subdivision: PLN20090004 Spasojevic Short Plat Lot 1-17716 Olympic View Dr. Lot 2 —17734 Olympic View Dr. If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, Marie % aIlison Senior Permit Coordinator Edmonds Building Department Snohomish County, WA Assessor Parcel Data Page 1 of 2 R E A L* Property Information County Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer ' If you have questions, comments or suggestions, please Contact Us. Date/Time:1/5/2011 2:29:32 PM Answers to Frequently Asked Questions about Parcel Data (opens as new window) Return to Property Information Entry page Parcel Number 00513100015415 Prev Parcel Reference 51310001541508 jj View Map of this parcel (opens as new window) General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) SPASOJEVIC CHERYL 1117626 68TH AVE W - - - EDMONDS, WA 98026 If the above mailing address is incorrect and you want to make a change, see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) SPASOJEVIC CHERYL 1117626 68TH AVE W - - - EDMONDS, WA 98026 If the above name and address is incorrect due to a recent sale, please see the information on Name and Address Changes After a Sale Street (Situs) Address (contact the Assessor if you have questions) 17626 OLYMPIC VIEW DR - - - EDMONDS, WA 98026-5636 Parcel Legal Description MEADOWDALE BEACH BLK 000 D-15 BLDG ONLY ON DFP - TR 154 EXC W 408FT AS MEAS FR W LN AND EXC N 4.67FT AS MEAS DR S LN OF RD REFER TO 5131-000-154-0807 FOR REMAINDER Go to top of page Treasurer's Tax Information For answers to questions about Taxes, please go to Treasurer's Property Information (will need parcel number) Go to top of page Assessor's Property Data Characteristics and Value Data below are for 2010 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made on the property tax bill. Tax Year 2011 Market Land $0 Market Improvement $62,000 Market Total $62,000 Go to top of page http://web5.co. snohomish.wa.us/propsys/Asr-Tr-PropInq/PrpIngO2-ParcelData.asp?PN=005... 1 /5/2011 Snohomish County, WA Assessor Parcel Data Page 2 of 2 Property Value History and Levy Rate History View History (opens as new window) Go to top of page Property Characteristics Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window) Use Code 111 Single Family Residence -Detached Size Basis ACRE Size 0.00 (Size may include undivided interest in common tracts and road parcels) Go to top of page Property Structures Type Yr.Built Structure Description Dwelling 1991 1 Story View Structure Data (opens as new window) Go to top of page Property Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Price Excise Deed Grantor (Seller) Grantee (Buyer) Other Date Date Number Type Parcels 11/24/2002 1/23/2003 $0 277612 X SPASOJEVIC MIRKO SPASOJEVIC CHERYL No Go to top of page Property .Maps Township/Range/Section/Quarter, links to maps Neighborhood 1504000 Explanation of Neighborhood Code (opens as new window) Township 27 Range 04 Section 08 Quarter SW Find parcel maps for this Township/Range/Section 11 View Map of this parcel (opens as new window) http://web5.co. snohomish.wa.us/propsys/Asr-Tr-Propinq/PrpIng02-ParcelData. asp?PN=005... 1 /5/2011 I A -. " 6828 0 'b " 17024 O 17025 17118 c 6532 a'4. 4 ♦ f_'7109 170 ::Q IN- `y .`P d. 17114 1703117122 ......171ST C 3 -� - .c}..> 1712 tc ,71051711117126711117128ro PE W17121 ro 1712517125 1712 17208 r c R y1 6602 ' 1J3 N 17200 � m m o 172ND S7.SW :. 17208 Q 8718 172N ��� �� Q, 172 1722 1721117201 ,721`5 SW 2A/D-PL..SW' j o O 17232 'O 1722 c n O 17210 `lo 11C y m eov a Q`S 773 Q0y ,7233 m '� b A m m 17214 ...... 1MND LSW 17324 17326 fi=' 17310 y= 173RD ST SW 6903 Ov% 17320 ? 17301 n m a 0 - a 17312 a 17304 17309 17224 c m ev o m a Z5 ja m MFIIDOW , 17330 !17311 m b m m m 17310 17311 17306 c n N ob e^ 73RD PL SW m N H ,7315 i 17318 17315 173, _o ' 41 Oy on N 90 m o Y t6 � b to 9 17324 773RD ... 2 b 17329 17327 mm 3 �30 6630 174TH ST SW 17402 m g m g �ry a $ 8 a } ;i 17408 17418 N 17gOt 1� 17405 17408 _ ... 17405 17407 ,7404 o 16802 8728 17417 St. Thomas 17410 -, 1740 1: 17424 3 Q 17423 Moore School 17a15 17414 17418 .� t7415 17432 ,7424 1 ,7422 ljsT 432 na27 b� 1 3 17425 1743017428 3 W- 17411 17421 17427 nsOz 11p . 2 17504 /7509 f Q. - - - ... , SS ,7stz 2 17510 17517 6501 `1p�y 17507 77504 z 17 0 17511 17507 17508 175oa � 17520 • 175 � 1y� 17508 1751 7512 175M n 6403 N 17512 17516 . 17530 17533 ,7604, i 17610 17805 176M 17607 17. 17607 m $ 17806 o v - ... 1781 17613 17617 17616 17615 17614 17615 ♦y 6 ♦1 m o 17818 m m m�Y! g m �� 61' 17822 17625 17622 17621 17620 17623 17623 17621 "' 3 17619 b 1783 17625 17633 17630 17629 17622 17631 3 17631 17628 17704 7782d 17630 1 IL 17625 17705 17704 3 - 17703 17702 3 177� > Q 17705 17706 17705 - m 77631 N 17620 �6 77:'g¢ nog 1 m3 17710-'� = 17711 17710 0. _,77„ = 1 tt , 17706 17707 1763 �- 77t9 � 17717 m,9 12 7724 LLI 1TH PL 777,2 177,317716 N1711 . a 17724 177z7 '7726'17 17727 17 17728 SW o17719 H-S.bT SW -. <$ 8 17808 0. 17801 1804J 1780 700ii t" 178T LSW 17810 0 17806 17818 17805 17815 17810 17828 17809 SW N m y • n610 a o fO m b ,7624 17825 b^0 17820 17814 I O 17821 n n c ,7830 1783 ry o m .W. 17601 17802 I I m m 17024 17900 179t0 m 17832 � '� --- 17833 <' 17807 17806 c 17914 ZZZ 17919 � N m 17812 ,7e,s 17eoe 17931is m 17906 ; i8001 Maple Park t79,6 1792 ,725 18001 N ti. m b o Elementary. 0 17929 18017 GOOD 18008 ,800, .•. 18QTH ST SW k W21 18007 t8020 �74 18019 ♦ ,tq+1 m ..» «.ram »• v ,BOOB , O c N 1a016 m 18017 b o 18018 15 ' 181 ST ST S W m "'a b '`a -181ST ♦ -.. 18024 18030 18025 b , 8028 , .. 18104 - m a m m�m �Cp $ o �Op o ST-SW N N b m b b b �55'yy1 : '. 1 .... b r6TH STREET SW N W 5" CONG MON. 58848'22 E 58264' - - - - E"0.4': BELOW Rj F S BRASS DISK LABELED E �- - - - - - - - p----------------- I MS /I6916- IN 4 ' CONG MON. IN CASE 0.4BELOW SURFACE I I I I II I I I I I t------ <LD I A I • "" �, . FND TACK IN 3 ' w CONC. MON. IN 467.00' I I I 1.0' BELOW a I e I Z I N. xl o I PM IN 5' CONC.Mahi: ) W I Cp I I "SI/RF % 0.4' BELOW ....I h I I I I i UD, MO IN 3' MOH. IN CASE BELOW SURFACE— � ONNfIr= fR STANN S0172'2B'W r — — — FNDTACK W J' `0; I CoNG MON. IN CA—JF ar BELOW- moo, 1.. `-=TH STREET SjY_ - 1' 22'E_`-:_ 306.60' FND TACK IN r, s. CONC. MOM IN LASE ``-ar BELOW SURFACE 408.00' �T. JNDS. NNFR: MRI GHT g N88'48'22'W110. O,p I i ONNM TERRY HOLT I 88.56'-S88'48*22*E -ol .LOT"1i I I I ' - �^ l--BU}LD IJ( C.SETBACK'. LYNE': �� � I OMNE3t p{ARLENE BLANKEAISHIP i I BUILDING ."—,Xllll lLIN£ 6 I . HOWARD e , .. W �% `^ W JO CK IN 3' CONG MON.m '�1N 1.0'BELOW SURFACE` q O :QogL�L 2� — — — — °ai 20' OWNER. CATHIE BAUGH wc�t:ss�Ecr�s�tlralTY EAsnuE7{r _ OMN£R:JON AND LAURA HANES 1 •-60' ONE INCH AT FULL SCALE IF NOT ONE INCH S09LE ACCORDINGLY I g Ytip,T FWD 3' BRASS PIN \ _ S88=24-E 23SOS' ON SURFACE I — — — �� I 178TH PLACE SW I I ,DEC 17 2009 SOUTHEAST 114 OF 7HE SO17H*I£ T 114 SECTION 4 TONNSHIP 27 NORTH, RANCE 4 EAST, W.M: ,S'HORT SUBDIVISION NO. PLN-2009-0004 SE4, SW4, SECTION 8, TOWNSHIP 27 NORTH, RANGE 4. EAST, W.M. CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. E-4 17ND PIN IN 5 ' CONC. MON. a IN CASE 0.4' BELOW SURFACE x E- , 0) 1 76TH STREET SW S88'48'22 "E 582.64' e01 ------------------------- PLAT OF VIEW RIDGE NO. 6 1 LOT 1 PLAT OF THAYER ADDITION I 5 OWNER: MICHAEL LOT WRIGHT I OWNER: LEANDER STANN x k I � II � N88 °48'22"W x� X x X x X - - X x X X S88 °4822 "E 0 8.5 ' 110.03 ONE INCH k — — 5 1 SETBACK LINE AT FULL SCALE, IF NOT ONE INCH k SCALE ACCORDINGLY LEGEND: MONUMENT IN CASE AS NOTED X FENCE LINE O Cl:::CQ ROCKERY k 0 SURVEYOR'S NOTES w 34- 1. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91) o k N 0 2. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 RCW AND CHAPTER 332-130 WAC. 3. ALL MONUMENTS VISITED DURING SEPTEMBER 2007 UNLESS OTHERWISE NOTED. 4. EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A SOKKIA 3100 TOTAL STATION, SN# 19802. 5. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PAST ONE YEAR. 6. ADDRESSES SHOWN HEREON HAVE BEEN ASSIGNED TO LOT'S 1 & 2. I 15, 15' I 122.3' LOT 1 17616 OLYPMIC VIEW DRIVE t — SETBACK LINE S89'01 '43 "E LO 194.18 J� I SETBACK LINE 17aE TM— LO 2 177 4 OLYM IC VIEW DRIVE ISHED 46.3' I � OUT BUILDING IvI 107.1' — i ._. ._ SETBACK LINE - - . � - - � - - � - � - � � - 20' IINGRESS/EGRESS/UTILITY EASEMENT REC. No. 1248126 OWNER: JON AND LAURA HANES /S A. $ tt,, 01 wggx�r!"?, 36798 9 m -T'E4'4, \� _ S88 23'05 "E 188.30 E NG 1 18_32' FND BRASS DISK LABELED "LS #16916" IN 4 ' CONC. MON. IN CASE 0.4' BELOW SURFACE I ' I , I I I I I I I I 30' I I � 30 I I I � I I ' I (�' W Z k I E- k I I co v- k I I k I N I - o I� k k W � I 13.6' I i a I iZ 2 O I Ip W k I I 26.1' j� W I I icn 1d, ' Z 11.0' I i I V I OI m I � pN• I �' k I pNG' RF PGE NI Ll ; 115,L0 GK iN; gELov� S ----- � o I FNO G PSE I L----- I 13.2' 32.9' GRAVEL DRIVEWAY I 6' JOINT SEWER EASEMENT REC. No. 8505090202 (SEE CONDITION NOTE#2) REECEIVED DEVELOPMENT SERVICES C T R. "lJ y ' 0�-0-{ I ' 30' ' Ik rod 30' I 3 W I - - - - - - - - - - - - I k W I , d I I I I k SOUTHEAST 114 OF THE SOUTHWEST 114 SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. I I I I ex PP AS-BUILDS-10/24/2012 IN SECTION 8, T27N., R.4E., W.M. 0� I i I I EX. 12-UNIT I _ CLUSTER MAILBOX TO SERVE LOTS Q ! I o I 00 I I 1 1► m CB I RIM 377.4 E N 375.4 d I E S 375.3 BOT 373.5 lex 1 Lli W m 1 I ' � O U N �SPHALT I I0RI VEW30) 00 co --J l l I I r I I i I N 1\ \� I > '38 i i j I I I j r I 1, r 6 \ O N I 1 p r ) I J// II �\ CONC- / I I 1 , / BLOCK I I + 1 �/ r i 11 I _ N °48'22"W 1, WALL i 1 IX - X ' X r - -�---� -8 . 88°48'22" -� \ 110.03 I ( N r I r I �' jam' - =_ --- C0 - - -� -�� ��/ r�> I 11 N SET.h � INE I / i I / c� c I I I `V I 70' LOT I r CIRCLE D I I I I I I I r I I 1 I f'''I I' Lul 1 I 1 11 U f r D I i i I1 `.`rl �/I j�� j R TAIWNrILL I I W �AWN--N6 ,ICI I V I I I I I I I , ; A I I j �rPRrOPOSI I J I Z I I L~u ! I I (--39 J � ( I ( ) \ Y � ; I U> r oo I I 0.1 ,` \ ( USE//17626 I<C I 1 I 4 �h p 'o d N \ I V I rl I I ° I i I (19SF IMPERVIO AIRS) GRASSI `\ Rlhl=38$.28 ire I r + I I I < I \ I..=386.83 r 7. 5TET A K LINE -i I � I � - ' , ( � - rn - I j 33 I i l i i I 1 I „\ \ i ' 53L _9°01 \ / 194.18 1 (REMOVE N -1 75j�ETBACK ALINE I -i ' INSIDEPBSBL) I 1 ! Nt co z N O W000 EX. SI E R) I I JI ANG I I 1 I I I RETAINIINC to \ QI I WA L% I I i m l GA D 4 BEDS oprl E p I WOD x 1 I r/ II i( I o I I I 1 0 \ / I O2 / i it / i r i i ;�\\ I I Q `� COMPOST II - I i BIN ROOF (REMOVE) C) y/ I 0./ It I ; i �� �� PROPOSE L�'j(r 2 II W (1,800SF IMPERVIOUS / I II W WITH EAVES & WALKS) ORIGINAL 1 ! OUT W BUI DING J r x it I BUILDING m HOUSE#17626B f x I I I r I / ) 4"SDCO J CONNECT WILY I ROOF TO SD I I r ! 395.0AW8) RIM- EG) II I SS 7 LOT�CI�CLE 1 rr 7� / �' \, ( INV=3 .0 II WOOD I e> WALL .r ' ST TB �K UIE x 1 !r l + \ /� / , -\ -- x.:, ;?'IIµnF•^.:h,t+iY;rf tt,:;. 31I; r I I 1 ..l,v„ ,• t:t•':. � si�zt'. ,�k= :gh cb0 I 1'r20' IN+GRE�A/SEMNT i EGRESS/P INCF4 LTEXIFE & TE (TO BE AEMOYED) r { CNI + I ! 0 CO co rn rnr��t i r ZZ2�X WEE SfiRVIG�ES �O W'L, PLAT �^I r 1 , r I C ! rt a- M '� � - r� -•a-�- 1 + 'I `�s{c �„ a .��'} h �� �',� t� .t°' S I't EX WA 18730 ri`` J / % / _ Ir •J --! I S88° 'i05'E 6„ a �, o'/ I `.�r r I \ ` I + 383.5b. 1 I �� o o r i BUIL(f1NG `� 1 I +,R AVE' + I94� IOU/ S REA o , 1 I I 6 I C,1 ) �I SP AL T 1. W LY EA ES & WALKS) 1,800 �F I lDR EW�Y 2. AC DRIVEWAY 750 SF 3. STAIRS BY COMPOST BIN 19 SF USE EX. 5/8"W.M. I ex & SERVICE LOT 2 wm 4. GRAVEL DRIVEWAY 660 SE INSTALL SUBTOTAL 3,229 SF TRAFFIC -RATED 10% CONTINGENCY 323 SF BOXES LIDS ON ALL 3 WMs SUBTOTAL IMPERVIOUS 3,552 SF I ORIGINAL HOUSE & EAVES 1,433 SF TOTAL IMPERVIOUS 4,985 SF I LEGEND ABBREVIA71ONS SYMBOLS LINETYPES C/CONC CONCRETE -0- POWER POLE ()Q WATER VALVE -OHP OVERHEAD POWER LINE IE INVERT ELEVATION 0 SANITARY SEWER MANHOLE ® WATER METER UNDERGROUND STORM LINE PP BOT BOTTOM STRUCTURE SIGN FIRE HYDRANT -SS- UNDERGROUND SEWER LINE MB MAILBOX ❑ TELEPHONE JUNCTION BOX MAILBOX UNDERGROUND GAS LIFE C FENCE LINE HOSE BIB � GAS METER --- I DI DUCTILE IRON PIPE ❑ CATCH BASIN CC= ROCKERY ---- WATER LINE CLF CHAIN LINK FENCE CONIFER TREE VBF VERTICAL BOARD FENCE DECIDUOUS TREE CB CATCH BASIN ® MONUMENT IN CASE AS NOTED SSMH SANITARY SEWER MANHOLE a N -1- - W 73 SID EX 1 1 12'DI I EX. 0; REMOVE EX. GATE ON LOT 1 O I CONNECT TO EX. U G POWER & EXTEND U/G TO EX. POLE SERVING LOT 2. SEE SNOPUD I PLANS FOR EXACT IMPROVEMENTS. I I I x I I I I I II EX. SWK WAN LOT 2 BSBL I I - I I x I I 1 I r I it CB 3-48"TYPE 2 (GRATED LID) RIM=362-49(REGRADE EG) 384.21(AS) TANK INV=a7-7. F30"IN-S)376.76(AB) INV=9;7-QQ�12"OUT-E) 376.78(AB) I INV=3;4.49(6"IN-W) 378.36(AB) A HALT 10"RISER TOP=A" 24380.76(AS) D 11 EWAYI WITH 3/4"0 ORIFICE EX. CB -TYPE 1(SOLID LID) RIM 378.98 INV=376-45*12"IN-W)NEW IE E 376.•35 BOT 374.93 376,49(AB) EX. CB -TYPE 1 RIM 378.209t IE N 375.95- 1E W 374.45 0.69% 35' X 30" 0 DETENTION TANK AT-G.S:F% SLOPE SIZED TO DETAIN UP TO E 5,000 S.F. OF IMPERVIOUS SURFACE. LEGAL DESCRIPTION CHICAGO TITLE INSURANCE ORDER NO. 5610201 EXISTING LOT 1 TRACT 154, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 2`'Q OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY; EXCEPT THE WEST 408 FEET THEREOF,.AS MEASURED FROM THE WEST LINE OF SAID TRACT 154; AND EXCEPT THE NORTH 467 FEET, AS MEASURED FROM THE SOUTH LINE OF ROAD. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. EXISTING LOT 2 THE SOUTH 7 FEET OF THE NORTH 467 FEET AS MEASURED FROM SOUTH LINE OF ROAD OF LOT 154, MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY; EXCEPT THE WEST 497 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PROPOSED LOT 1 THAT PORTION OF TRACT 154, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, LYING WITHIN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 154 AND THE WEST MARGIN OF OLYMPIC VIEW DRIVE; THENCE NORTH 03'49'50" EAST ALONG SAID WEST MARGIN, A DISTANCE OF 99.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89'01'43" WEST, A DISTANCE OF 194.18 FEET, THENCE NORTH 00'24'40" EAST, A DISTANCE OF 67.93 FEET; THENCE SOUTH 88148'22" EAST, A DISTANCE OF 88.58 FEET; THENCE NORTH 00'27'38" EAST, A DISTANCE OF 7.00 FEET; THENCE SOUTH 88-48'22" EAST, A DISTANCE OF 110.03 FEET; THENCE SOUTH 03'49'50" WEST, A DISTANCE OF 74.25 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CONTAINING 14,020 SQUARE FEET OR 0.32 ACRES, MORE OR LESS. PROPOSED LOT 2 THAT PORTION OF TRACT 154, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, LYING WITHIN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 154 AND THE WEST MARGIN OF OLYMPIC VIEW DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING: THENCE NORTH 8823'05" WEST ALONG SAID WEST MARGIN, A DISTANCE OF 188.30 FEET, THENCE NORTH 00'24'40" EAST, A DISTANCE OF 96.80 FEET, THENCE SOUTH 89'01'43" EAST, A DISTANCE OF 194.18 FEET; THENCE SOUTH 03'49'50" WEST, A DISTANCE OF 99.04 FEET TO THE TRUE POINT OF BEGINNING.SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CONTAINING 18,715 SQUARE FEET OR 0.43 ACRES, MORE OR LESS. PROPOSED LOT 1=14,020 SQUARE FEET PROPOSED LOT 2=18,715 SQUARE FEET TOTAL = 32,735 SQUARE FEET VERTICAL DATUM: NAVD88, SITE CONTROL ESTABLISHED WITH RTK GPS SURVEY TECHNIQUES. POSITIONAL TOLERANCE IS f0.10' CONTOUR INTERVAL: (2') TWO FOOT INTERVAL SURVEYOR'S NOTES 1. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91) ` 2. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 RCW AND CHAPTER 332-130 WAC. 3. ALL MONUMENTS VISITED DURING SEPTEMBER 2007 UNLESS OTHERWISE NOTED. 4. EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A SOKKIA 3100 TOTAL STATION, SN# 19802. 5. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PAST ONE YEAR. UTILITY NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH OF ALL UTILITIES. H ss - OH --ss -- - - SS----SS----SS-- CONSTRUCTION NOTES 1 ex_pe w st.lt &trans 2-' -- CB �48"-TYPE2(SOLID LiD 1. SURVEY & TOPOGRAPHY PERFORMED BY DUANE HARTMAN & 1 RIM=-4E g 6` 382.8 AB 3�"0 ASSOCIATES, INC. 1 TANK INV= T-N)377,00(AB) C�n8"" 2. PVC PIPE SHALL BE SDR-35 OR BETTER. 1 0 NV �:86E61N S&W)377.71(AB) WL'L 6"SSCO ® R PER C.O.E.#E6.2 3, ALL DISTURBED SOILS SHALL BE COMPOST AMENDED (SEE NOTE). I I 1 z 1 o x W/12" LKG LAMPHOLE COVER AT EX. SIDE SEWER I" UU�� EXTEND NEW 4 LINE W/IN PRIVATE EASEMENT �� { _ 4. ALL STRUCTURES HIGHER THAN 36" ABOVE ORIGINAL GRADE WITHIN a Q 3030' �� TO LOT 1. REMOVE EX. SIDE SEWER TO LOT 1. P46 t4rA&y 5 SETBACK AREAS (E.G.-GARDEN BEDS) SHALL BE REMOVED OR REDUCED IN HEIGHT. 1 °� APPLICANT TO OBTAIN APPROVAL FOR ROUTE (3)ex 1 I LYNNWOOD PRIOR TO CONSTRUCTION. FROM CITY OFVERIFYSEWER CONTRACTOR TO VERIFY INVERT. 5. FENCES HIGHER THAN 6' WITHIN BUILDING SETBACK AREAS SHALL BE /8"wms REMOVED OR REDUCED IN HEIGHT. CAUTION!z CONTRACTOR TO FIELD 1 m VERIFY E)(. SEWER DEPTH/LOCATION 6. ALL UTILITIES SHALL BE MOVED UNDERGROUND. 1 ¢ I FOR CONFLICT PRIOR TO ORDERING TANK. ALL Expo -no S� RFACES TO CB 1DTYENT1014 E 1L RIM= 1 sr. CCe1�� 2 GPii _ t ,�yt���I'I r80,9�i{AB) - G INV=46"0UT-N)377.99(AB) 1 INV=3W�-6�6"IN-W) 377.92(AB) I GRADE DWY TO DRAIN TO CB 1 MAILBOX NOTE I I EXTEND EX. DWI' TOE BACK J x FROM STREET EDGE E THE SITE WILL BE SERVED BY THE EXISTING I PER C.O. 12-UNIT CLUSTER MAILBOX APPROXIMATELY I I XI2' "AC'.1 ^�2.5'X12' 2"AC ON 200-FEET NORTH ON THE EAST SIDE OF -2"- 5/8"CSTC ON OLYMPIC VIEW DRIVE. I N4"- 1-1/4"CSBC ON -APPROVED SUI3GRADE FOR a.Ji\9; �;r�A'���� E� ESr r6�a^orR 1:..➢-3�.-. IJeiC°,al'E APPROXIMATE EARTHWORK QUANTITIES EXCAVATION : . . . . . . . . . . . . . . . ±100 CUBIC YARDS FILL : . . . . . . . . . . . . . . . . . . . ±100 CUBIC YARDS 176TH IST SW I 1172TH ST SW 1H ST SW 3 -- �'� �,: - - 3 0 a r-----------____ _. 19217 36th Avenue W. a G T SW �� ALDERWOOD MALL Suite 106 M Lynnwood, WA 98036 Q� 99 a ', phone: (425)775-1591 LSA o: a 206TH ST SW w U I ex PROJECT CLASSIFICATION: CATEGORY 1 SMALL SITE PROJECT PP 178TH PL SW --------- - LINE TYPE AREA (SQUARE FEET) 1. NON -REGULATED 0 EXEMPT REGULATED 2. REPLACED 0 1,433 3. NEW (POST 1977) + 3,552 4. TOTAL REGULATED IMPERVIOUS AREA = 4,985 5. TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) - 0 6. REGULATED AREA NOT YET MITIGATED = 4,985 7. AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 0 8. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES = 4,985 196TH IST SW VICINITY MAP NO SCALE OWNER/APPLICANT CONTACT: CHERYL SPASOJEVIC 17626 OLYMPIC VIEW DRIVE EDMONDS, WA. 98026 ARCHITECT JAMES BRYANT 13925 121ST AVENUE NE KIRKLAND, WASHINGTON 98034 PHONE: 206-909-1933 EMAIL: JEBRYANT@FRONTIER.COM SURVEYOR CONTACT: DOUGLAS HARTMAN DUANE HARTMAN & ASSOCIATES, INC. 16928 WOODINVILLE-REDMOND ROAD, #B-107 WOODINVILLE, WA. 98072 PH.: 425-483-5355 CIVIL ENGINEER CONTACT: JERRY O'CONNELL LOVELL- SAU ERLAND & ASSOCIATES, INC. 19217-36TH AVENUE W. SUITE -106 LYNNWOOD, WA. 98036 PH.: 425-775-1591 SANITARY SEWER 8c STORMWATER CITY OF LYNNWOOD WATER CITY OF EDMONDS ELECTRICITY P.U.D. NO. 1 OF SNOHOMISH COUNTY TELEPHONE e-mail: info@lsaengineering.com web: is aengineering. com AS-t5uILT ONLY M-1-17. I N M N I `- I N t; T I N .- O O 0 O o O(L a f2 w m o 2 N -r cn o w o Z W s?Li O N p 5 0 j w U U W N W 3 3 rn Ld M Ld Ld O cr o N w (� V N O (n N O 0 M U V)O O fn N LL I- W O Ld 0 J_ 0 WO m 0 o 0 5 S> 5 W QQ cV rri 4 6 c0 VERIZON A POLICE PROTECTION r1 � CITY OF EDMONDS 0 FIRE PROTECTION 0 -j- ... PUBLIC SCHOOLS EDMONDS SCHOOL DISTRICT NO. 15 ~ z �► PROPERTY DATA In ---I ZONING In RS-8 O THE PROPERTY & ADJACENT r/ PROPERTIES ARE ZONED RS-8 0 _ ADDRESS 446ii6 OLYMPIC VIEW DR (n I-- r EDMONDS, WA. 98026 AREA IS�,1lS $� I•- \ L- 0 L ( TAX. ACC T. NUMBERS V _ 1 0051310001-5408 N Z I < r W 0 0 � EN PI O DIVISION D SNOT D 0� _Date: t 0 O N APPROVAL GENERAL NOTE APPROVAL OF THESE PLANS DOES NOT CONSTITUTE _J� 3APPROVAL OF THE SIN�Pa FAMILY ASSOCIATED S TBACKSGLE AS SHOWN ON ILOTCND 2. AA O-- MAR 29 2013 SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCE DEf LOP{MENTSERViGES01' ON LOT 2. OF EDMONDS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M M_ 1$ LLJ z 0 z 0 � z N = Q z 00 O z O o � L z LLJ 0 0 V) 0 �0 cf) 0 V) O d= tz W (n z AS SHOWN DRAWN CHECKED SHEET JO JPO DATE F.B. 11-22-10 c 1 PLN# 2009-0004 LSA FILE N0. 5222 OF 3 -1 , 'N', - � I - � : , IN SECTION 8, T27N., R.4E., W.M. COMPOST AMENDED SOILS NOTE ALL DISTURBED SOIL AREAS SHALL SHALL BE COMPOST AMENDED PER I PP I SECTION 6.2.2-2 .OF THE 'LOW IMPACT DEVELOPMENT TECHNICAL GUIDANCE MANUAL FOR PUGET SOUND', AS FOLLOWS: 1. SCARIFY OR TILL SOIL TO AN 8-INCH DEPTH (OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 12 INCHES OF UNCOMPACTED SOIL AFTER THE CALCULATED AMOUNT OF AMENDMENT IS ADDED). THE ENTIRE SURFACE - SHALL BE DISTURBED BY SCARIFICATION AND AMENDMENT APPLIED ON SOIL SURFACE. DO NOT SCARIFY SOIL WITHIN THE DRIP -LINE OF EXISTING TREES TO BE RETAINED.. WITHIN 3 FEET OF TREE DRIP -LINE, AMENDMENT SHOULD I BE INCORPORATED NO DEEPER THAN 3 TO 4 INCHES TO REDUCE DAMAGE TO ROOTS. I o 2. LANDSCAPING AREAS (10% ORGANIC CONTENT): PLACE AND TILL 3 I N INCHES (OR CUSTOM CALCULATED AMOUNT) OF COMPOSTED MATERIAL INTO 5 INCHES OF SOIL (A TOTAL DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8 INCHES). RAKE BEDS SMOOTH, REMOVE ROCKS LARGER THAN I 2-INCHE DIAMETER AND MULCH AREAS WITH 2 INCHES OF ORGANIC MULCH. 10 0 30 3. TURF AREAS (•5% ORGANIC CONTENT): PLACE AND TILL 1.75 INCHES (OR I RIM 3774 I I CUSTOM CALCULATED AMOUNT OF COMPOSTED MATERIAL INTO 6.25 INCHES E N 375.4 I ,� MB 0 20 OF SOIL (A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED I BOT 373.5 �r I DEPTH OF 8 INCHES). WATER OR ROLL TO COMPACT SOIL TO 85% OF MB SCALE 1 "=20' MAXIMUM. RAKE TO LEVEL, AND REMOVE SURFACE WOODY DEBRIS AND I I ROCKS LARGER THAN 1-INCH DIAMETER. Iwm o � I PDRI SPHALTVEWA-- ! J I I , x( \ co1� I W --� i i i r I i I r o \\ \ CONC` ' iI Q \BLOCK �NQ48F221`W WALL a: XIiL_X � o 88'48 22 CONCL SET�ACK �INE I d N CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220 - EXT. 1326) TO SET UP MEETING. (24 HOURS IN ADVANCE FOR ALL INSPECTIONS.) 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4. FLAG CLEARING LIMITS. 5. INSTALL FILTER FABRIC FENCE, ROCKED CONSTRUCTION ENTRANCE AND OTHER ESC DEVICES. 6. CLEAR SITE PER THIS PLAN (GRUBBING, :ROUGH GRADING). 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS. 8. DUST CONTROL PER DOE E2.20 (TO INCLUDE SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET) 9. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). (CONTACT THE CITY OF EDMONDS FOR SEWER AND WATER INSPECTIONS). 10. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. 11. HYDROSEED AND MULCH ALL EXPOSED AREAS. 12. REMOVE ESC DEVICES ONCE PERMANENT, SITE STABILIZATION MEASURES ARE INSTALLED. 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info®lsaengineering.com web: lsaengineering. com 5TH SU6M1TTAL--1l./13/11 N N I I I LO d p O O N � i 1 I I 1 ! I I I / ; x N , ,. , • , , . , .. , 70' LOT I C9NSTRUCTION SWPPP 12 ELEMENTS o 1 ... / ,� . I : I / CIRCLE DECK \ I I I 10I I • I " I , I I A CONSTRUCTION STORMWATER POLLUTION PREVENTION, PLAN (SWPPP) NEEDS TO INCLUDE z m 6L1_� 1 I I w WOOD :, ,-39 1 ex I CONSTRUCTION PLANS AND A DRAINAGE REPORT ASPART OF THE FULL OR TARGETED r x I ru \� ` LAW-- wm I I DRAINAGE PLAN CONSISTENT WITH VOLUME II OF THE LATEST EDITION OF THE DEPARTMENT o z I `r ✓ {! RTAINING - cvi + ,`.' ' I I I ' ' I . I • W �L I T• I j PROPOSED d OF ECOLOGY'S STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. THE v w Z I I iV DRAINAGE REPORT SHALL INCLUDE A SECTION THAT:_DISCUSS_S THE 12 ELEMENTS AS. ;THEY :� •+� LOT 1 w o APPLY TO THE PROJECT. ' I I I I: • r (-394-�-. � - , I{ ( / r l r i -li I G- GRADED GRASS -LINED w ` ''`� t ) \ I THE 12 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS FOLLOWS o 0 3 I r ! I00 I I I oil ( � v{ c� HOUSE 17626 IQ r r c� w I Tnl I d ^r o m 0. d „> \, r 1 a a o o I �u - - - 1/1/ - 1. MARK CLEARING LIMITS: PRIOR TO CLEARING OR DISTURBING THE: LIMITS; MUST BE MARKED. w M - THIS ELEMENT IS PART OF MOST NORMAL CONSTRUCTION PLANS AS:ONE` OF THE FIRST w I I r I I I L I \. ' ;, /, I L �, t �`f' t� r- I I \ ,. / h ,n i I r STEPS. ' tI 1 1 1( GRASS' . I o N 2. ESTABLISH CONSTRUCTION ACCESS: ALL EROSION CONTROL PLANS SHALL INSTALL A 6 N I o I r 7..5TETACiK LINE i r ; r r , { / o) \ �. o i ,�� STABILIZED CONSTRUCTION ENTRANCE (OR OTHER METHOD OF PREVENTING SEDIMENT o, o. �- ' r TRANSPORT ONTO THE ROADS). IF A STANDARD GRAVEL CONSTRUCTION ENTRANCE IS N o - E I II '�d A HALT PROPOSED, USE GEO-TEXTILE FABRIC UNDER THE ROCK. NOTE: A WHEEL WASH IS REQUIRED. M U �c o I( i , 194.1$ I / I I $d� �fi CjIx D h WA FOR PLANS THAT PROPOSE WINTER GRADING. o a a a 0 0 N o I , -I j 7.5/§ETBACK LINE i- - r ;� to EX. CB TYPE 1 SOLID LID -� �--� - ---% I /-- "' i *°� Y+ ( ) 3. DETAIN FLOWS: BASED ON A DOWNSTREAM ANALYSIS IT MAY BE NECESSARY TO DETAIN z z p o I� _ ERHANG I I �` RIM 378...8 I I I d d I \ I ! I �r - I II t� RUNOFF FROM A SITE UNDER CONSTRUCTION. IT MAY BE NECESSARY TO CONSTRUCT AND o o w w _ r `r I WOOD I I r I I �I I , ° IE E 376.35 USE A DETENTION POND TO CONTROL FLOWS DURING CONSTRUCTION. z (n (n V) (n E1jAINfN I IC) I II U�i it BOT 374.93 0 5 S S 5 ,r r r' , r V!AL I i m I / GA DE BEI S z�r D r I x - - 4. INSTALL SEDIMENT CONTROLS: IF THERE IS RUNOFF�FROM THE CONSTRUCTION SITE, r ! W I r 1 I , , oa I COV SD EX. CB�TYPE 1 EX 12'D/ RIM .37:8.20 SEDIMENT SHALL BE REMOVED FROM THE WATER. NOTE THAT THE WATER QUALITY c i r4 4 X I I I -+ I r i o� o I ' r \ r I GK _ I i IE 1`1 375.95 STANDARDS MUST BE MET. r r / r. 1 i .. ,. I I Q \' . COMPOST :. II r • I r c� I E 11 376..0.5. I BIN ROOF I ...._.. _ _ _.. ................. ..... . _ .. .. .......•. .. _. _.. ... ..,. I J ,. r 5. STABILIZE SOILS: ­ ALL EXPOSED`AND NON WORKED BOIL SHALL: BE STABILIZED BY USE OF IN•.R60TECT10N AT EX. m r T DEPEND ON THE r +- r / i i I. \ .. I , I I I CBS PER: C.O.E. 1.3 BMP S. NOTE THERE ARE 11ME PERIODS OF ALLOWED, EXPOSURE THAT E r w�r l 1. i I ` I I I i� ( ) i , I I SILT NCE PER CONSTRUCTION BOTH TEMPORARY AND PERMANENT. NEED TO BE PART OF THE It r ;ti PROPOSE U.O.E N 1.1 AT ICLEArRING i r ` II w I I ' i ON AGUE 6. PROTECT SLOPES: CUT AND FILL SLOPES NEED TO bE PROTECTED FROM EROSIVE FLOWS r� I' UMI`iS APPRO((. r ILOT 2 ' '`r ORIGINAL i I I D FLOWS UNTIL PERMANENT COVEn AND DRAINAGE CONVEYANCE SYSTEMS I.: , ( 1O 'u BUI DING I AND CONCENTRATE J / oU BUILDING HOUSE#176268 F I / x i I I ARE IN PLACE. BO LD m I j , 0 I / - 1 i - - N INLETS: ALL STORM DRAIN INLETS REQUIRE PROTECTION FROM SEDIMENT XI .:I �.. /. / r r r ( , , / I 7. PROTECT DRAT t T r / l SS - - - _ _ AND. SILT LADEN WATER. I t r: II. SS l SS - SS SS ---- WOOD ss ss - r HP y \ ex OH ex W s . t r, f , I / H PP �1. &trans PORARY AND PERMANENT CONVEYANCE SYSTEMS . \ / ,,: I RETAINING , , __ 8. STABILIZE CHANNELS AND OUTLETS. TEM II E. CI62CL r 7 LOT I I �. _ ;.r O r t.. , ... (.- : • .:A WALL r ., D TO .PREVENT EROSION- DURING;AND AF1ER :CONSTR CTI C VE r I f r \ r ,. , , ,, I I � �, SHALL BE ,STABILIZE \ RT a• �_55fTB TEC110N.OUTLETS REQUIRE PRO ,�\ K Ll E N :.t_...:•.• .... ...... O L SH W HO.. ALL POLLUTANTS INCLUDING WASTE. �u 9. CONTROL POLLUTANTS..1HE PLAN SHAL 0. ;W r. i > :.: .,.: •.:' I o IS INCLUDES MAINTENANCE OF �•=� MATERIALS AND DEMOLITION DEBRIS, WILL BE WANDLD. THIS DE , � .. ,,•. : CONSTRUCTION EQUIPMENT, FERTILIZERS, APPLICA110{� OF CHEMICALS; 'AND.. WATER' r20 GRESS EGRESS r � -�-- :.. •: • .:. , I t! / /PTII.ITY, "'T-°--s...... :..... GRAD DWY TO xSYSTEMS. :: a! 1 ASEM NT r GfQ........, TREATMENT I- Il Et Ei 1;X..., DRAIN TU CB 1 0 ;� I # r ! :bW„:.r.. :• ;• : ..� Q 10. CONTROL DE -WATERING: THE WATER FROM DE WATERING SYSTEMS FOR TRENCHES; VAULTS Q 3 ::.• :: , .:... ..... 0 DISCHARGED INTO A CONTROLLED SYSTEM. I 30 I ° I I ,.• , - o ;..,, AND FOU A S SHALL BE ISCHAR ND TION D _J Z 2 X. WAYER SIERVI ES 0 d ": (3)ex I 11. MAINTAIN BMPS: THE PLAN SHALL PROVIDE FOR INSPECTION .AND' MAINTENANCE OF THE "�C /8"wms PLANNED AND INSTALLED CONSTRUCTION BMPS AS WELL AS THEIR REMOVAL. AT THE END OF THE PROJECT. (-- 0 r , , 1 88 3.05E ` w r I LAN SHALL OUTLINE;HOW THE SITE SHALL BE MANAGED FOR ry 1 t \ . i z 12. MANAGE THE PROJECT: THE P ,�0 0 0 r D -DIST IA 1 �' E I I I I `° EROSION CONTROL AND IDENTIFY THE MANAGEMENT AM, INCLUDING. A CERTIFIED EROSION a ^ SfA�R EAS. SEE N0 Q� f EGRAY�E EX. DIWY ; , \ �� i o rr r TO 147K MAX. CONTROL SPECIALIST. IT NEEDS TO COVER PHASING, ;TRAINING, WRE-CONSTRUCTION o r BUILdING �� `� I I x C COORDINATION WITH UTILITIES AND CONTRACTORS, MONITORING AND REPORTING. r d d o I ` W AS t�Xp GCAVE DWY 1 I r r \ i I , _ CONFEREN E, L1.J ry IT SHALL PROVIDE FOR NOTICE OF PROBLEMS REVISIONS DURING CONSTRUCTION AND �9� o ENTRAMCE �S, UCTTON SPHALT _ G CONTINGENCY PLANNING. ONE OF THE MOST IMPORTANT ELEMENTS IN THE MANAGEMENT OF O rASPHA,4Y I I I THE PROJECT IS PLANNING FOR CONTINGENCIES BASED ON THE RISK OF EXPOSURE DURING \ , PHASES OF THE DEVELOPMENT. IT IS ESSENTIAL THAT PLANNING IS ONGOING THROUGHOUT LL_ THE LIFE OF THE PROJECT. O Co ex I x -, z I I - -J wm I I N 0 I Q Iz I W I DISTURBED SOIL PROTEC11ON NOTE O NOTE: SOIL PROTECTION BMP'S SHALL BE APPLIE4 WITHIN THE I FOLLOWING SCHEDULE: O FROM MAY 1 TO SEPTEMBER 30: O ex ex \ ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE O PP PP, PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW N LEGEND MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD SYMBOLS LINE TYPES - ._ _ APPROVED BY THE CITY. ABBREVIA71ONS � ,:• FROM OCTOBER 1 TO APRIL 30: C/GONG CONCRETE --0- POWER POLE pQ WATER VALVE OHP OVERHEAD POWER LINE Z O SANITARY SEWER MANHOLE ® WATER METER UNDERGROUND STORM LINE ANY DISTURBED AREA IN WHICH NO ADDI11 WORK WILL BE n PERFORMED WITHIN 2 DAYS SHALL BE PROTECTTECT ED BY STRAW _00 lE INVERT ELEVATION [� SIGN . 'FIRE HYDRANT SS UNDERGROUND SEWER LINE BOT BOTTOM STRUCTURE m TELEPHONE JUNC77ON BOX MAILBOX UNDERGROUND GAS LINE N MB MAILBOX 0- HOSE BIB 0 GAS METER FENCE LINE 04 DI DUCTILE IRON PIPE ElCATCH BASIN cr Q ROCKERY WATER LINE a CLF CHAIN LINK FENCE T' CONIFER TREE VBF VERTICAL BOARD FENCE DECIDUOUS TREE 0 CB CATCH BASIN ® MONUMENT IN CASE AS NOTED N SSMH SANITARY SEWER MANHOLE Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. SWPPP NOTES AND DETAILS SEE SHEET C3 FOR APPROPRIATE NOTES AND DETAILS. LLI ry z 0 .: 0 z N F- V) v) 00 0 o w z Lv p O (n U \ r ti (� o � O z d= V) LLJ (.%) 11 z APPROVED FOR CONSTRUCTION SCALE AS SHOWN CITY OF ED M ON D S DRAWN CHECKED t Jo JPo SHEET DATE: ��� y ` DATE F.B. 11-22-10 C 2 BY: P"N# 2009-0004 ITY ENGINEERING DIVISION LSA FILE N0. 5222 of 3 Table 1 Detention Pipe Look -Up Table Category 1 Small Site Projects Contributing New Plus Replaced Impervious Surface Area (sf) Len th of Pipe (ft) For Given Inside Diameter 18-inch 24-inch 30-inch 36-inch 2,000 41 22 15 11 2,500 49 30 18 12 3,000 61 33 23 16 3,500 74 38 24 17 4,000 91 45 29 20 4,500 95, 49 32 23 5,000 112 56 35 25 sf — square feet Orifice Size: 0.5 (1/2) inch diameter = 0.75 (3/4) inch diameter = 0.625 (5/8) inch diameter = 0.875 (7/3) inch diameter Outlet pipes (including in the flow control structure) must be 8 in diameter br 2,000 to 4,000 square feet of new plus replaced impervious surface area. Outlet pipes (including in the flow control structure) must 10 in diameter foi greater than 4,000 square feet of new plus replaced impervious surface area. Note: Multiple pipes in parallel connected together (manifolded) can be used :o meet length requirements, if site has constraints. Table 2 Approved Detention Pipe Material and Catch Basin/Manhole Structure Sizing Detention Pipe Inside Diameter WDOT (inches) Detention Pipe Material Catch Basin/Manhole 18 All types in list below table Type 1L Catch basin 24 All types in list below table Type 2, 48-inch diameter manhole 30 All Metal & RPP Type 2, 48-inch diameter manhole All Concrete & CPEP Type 2, 54-inch diameter manhole PVCP Type 2, 60-inch diameter manhole 36 Metal & RPP Type 2, 54-inch diameter manhole All concrete, CPEP, & PVCP Type 2, 60-inch diameter manhole WDOT — Washington Department of Transportation List of Approved Pipe Materials for Detention Metal: ACSP — Aluminized Corrugated Steel Pipe (Type 2 meets AASTO designations M274 and M36) ASRP - Aluminum Spiral Ribbed Pipe (16 gauge or better) CAP —Corrugated Aluminum Pipe (16 gauge or better) DIP — Ductile Iron Pipe (Class 50 or better) Concrete: PCP — Plain Concrete pipe RCP — Reinforced Concrete Pipe Plastic: PVCP — Polyvinyl Chloride Pipe (SDR 35 or better) CPEP — Corrugated Polyethylene Pipe (smooth interior wall, or N-120 pipe) RPP- Ribbed Polyvinylchloride Pi MR IN SECTION 8, T27N., R.4E.2 W.M. GENERAL NOTES EROSION AND SEDIMENT CONTROL (ESC) NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE W.S.D.O.T. STANDARD SPECIFICATIONS FOR ROAD , BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN. 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS THE WORK. TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING AND THE PLACING OF 2 X 4 MARKERS WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA ON THE MARKERS, AND PRIOR TO BACKFILLING. WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS INCLUDING WATER AND SEWER SERVICES. 2. ESC MINIMUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS 5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED - - ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER PERTINENT INFORMATION. OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS 6. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 7. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 3. ESC MINIMUM REQUIREMENT -PROTECTION OF ADJACENT PROPERTIES ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, PROGRESS. DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE APPROPRIATE BMPS. AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN 4. ESC MINIMUM REQUIREMENT - MAINTENANCE ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED 10. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. WITH THE MANUAL. 11. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO 5. ESC MINIMUM REQUIREMENT -OTHER BMPS PAVING. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS 12. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY INCREASED RUNOFF SHALL BE APPLIED. GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. CONSTRUCTION TORM WATER RETENTION DETENTION ` FACILITIES. MUST BE CONSTRUCTED'AND AND IN .OPERATION 13. ALL REQUIRED S / THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS PRIOR :TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. - THE FOLLOWING: . 14. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. - ;., � - A. : EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY 15. ALL DISTURBED. SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF LANDSCAPING AND EROSION CONTROL MEASURES ARE EMPLOYED. TRENCHES; 16. UNLESS 'OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24" & 36" INCLUDING DETENTION C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); ; PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; 17. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -SEEDER, OR AS. OTHERWISE APPROVED E. DAILY CLEANUP AND STREET MAINTENANCE. BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE -APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS PUBLIC WORKS. ALL: NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING 18. PIPING SPECIFiCA710NS A5 NOTED. ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE 19. ALL: STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1(ASPHALT COATED). 23, ALL WORK AND ''MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL' COMPLY WITH ESC REQUIREMENTS MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL LISTED BELOW: . CONFORM TO STANDARD SPECIFICATIONS. FOR. SUCH WORK IN ACCORDANCE WITH THE CITY OF EDMONDS AND' ' SNOHOMISH COUNTY P.U.D. STANDARDS. 8. ESC MINIMUM .REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9.' _ ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING .AS TO AN APPROVED TIMETABLE. SITE GRADING AND EROSION CONTROL NOTES t 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES 1. STABILIZATION OF. EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDINd, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, . MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH AND MAINTAINED IN ACCORDANCE WITH THE MANUAL.' THE EXPOSED SOILS SHALL BE STABILIZED ESC REQUIREMENT NO. 2. ACCORDING• TO AN. APPROVED TIMETABLE' (TYPICALLY. NO SOILS SHALL REMAIN „EXPOSED .FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY..*1 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION THROUGH-SEPTEMBER 30). PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK 2. ' OTHER BMPS.` AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. INCREASED. RUNOFF SHALL BE APPLIED.: . - ' 3. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL SHALL BE REGULARLY INSPECTED AND., + ; 1 12. ESC. MINIMUM REQUIREMENT - STABILIZATION OF .TEMPORARY CONVEYANCE CHANNELS OUTLETS .BMPS MAINTAINED :BY HE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED. FUNCTION. ALL AND MAINTENANCE -AND:. REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH. THE MANUAL.' ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED 4. EXPOSED SOILS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING; HYDROSEEDING AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. OR ,OTHER METHOD APPROVED BY THE CITY. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF 5.: STOCKPILES ARE TO E LOCATED ' IN SAFE AREAS' AND ADEQUATELY PROTECTED BY' TEMPORARY ALL CONVEYANCE SYSTEMS. SEEDING AND MULCHING.-.; HYDROSEED PREFERRED.:iq ; 6. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL. BE CLEAN EDfTHOROUGHLY 13. ESC MINIMUM REQUIREMENT -STORM DRAIN INLET PROTECTION AT:;TI-1E END. OF'EACH. DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING ;OR SWEEPING_:.ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE AND': BE,, TRANSPORTED; TO A .CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24.' HOURS ' TREET _' PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE WASHING 'SHALL BE ALLOWED ONLY. AFTER SEDIMENT IS REMOVED IN THIS, MANNER. FILTERED OR OTHERWISE TREATED TO 0 SYSTEM WITHOUT FIRST BEING FIL REMOVE CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL` BE, WHENEVER 7. CON > PRACTICAL. SEDIMENT. LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR; CRUSHED 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN B. TO AVOID TRACKING MATERIALS ONTO THE PUBLIC STREET ALL VEHICLES LEAVING THE SITE SHALL 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BE CLEAN. BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY 9. DURING CONSTRUCTION PROPER BMP'S SHALL BE EMPLOYED TO CONTROL DUST. STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,N(T,ND,OR,WA) ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE RETRIEVAL STRAP 0 )W BYPASS FOR PEAK VOLUMES GEOTEX11LE FABRIC -A "'" '` SEDIMENT ACCUMULATION NOTES R S RI TO CLEARING AND GRADING ACTIVITY OR UPON 1. INSET HALL;, BE INSTALLED PRIOR A ING , PLACEMENT OF;A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING:AT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION INSERT SEE C.O.E. #E N.T.S. 50' V. 0 00 00 .. 8 2 OF 2"-4" QUARRY SPALLS. R=25`1 ENTRANCE TO BE MAINTAINED AT,`AII TIMF4_ TEMPORARY CONSTRUCTION ENTRANCE N.T.S - SEE C.O.E. #E1.2 .3 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@lsaengineering.com web: lsaengineering.com I 5' R 5UVM1 l 1 N--i?-/ 3/n i I N I •- •- •- N i p, FILTER FABRIC s h I I Uj a n�� SECURED TO 2` X 2' .. 14 GA, WIRE FABRIC ? EQUAL A O nn- a- 2' X 2' WOOD OR EQUIVALENT N ., v z12 w w o ;,; p O L 3 LLI w o \ U U - N Z N n 1- FILTER FABRIC . MATERIAL IN '- , v PLACE 3/4'-1.5' WASHED GRAVEL IN a C❑NTIN❑US ROLLS, USE STAPLES 0 U_ 'O THE TRENCH AND ON BOTH SIDES OF t OR WIRE RINGS TO ATTACH N z o� o FILTER FABRIC FENCE ON THE SURFACE. FABRIC T❑. WIRE, z Z w w z v) (n a a 5 5 5 5 i o WIRE MESH SUPPORT FE E - N M `t N TO SUPPORT FILTER FAI IF IC, 0' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: t4 to I�(I BY: CI ENGINEERING DIVISION w z SCALE AS SHOWN DRAWN CHECKED SHEET JO JPO DATE F.B. C 11-22-10 3 PLN 2009-0004 I5A FILE N0. 5222 OF 3 SITE PLAN SCALE: 1" ,= 20' NCE DATUM RIM 378.2' HEIGHT CALCULATIONS OUTBUILDING & HOUSE REFERENCE DATUM Nothing is this permit app" Prnoess shall be a any or permitting the maintenance nfonning oryun mm-ntlye or site Condition which is outside the soqe of the 01 wfication, regardless of whether such structure or conditum is shown on the site or drawing. Such building, stnwWre or SEWER RIM =378.2 done A = 3 9 4.2 5' Corner,�Fla� Setbacks Re wired B = 39 2.0' Front 6- Sides tilS ft7-S Actual I ;� 37; " ��•�m �.y C = 384.6 Rear w /S 23 1( �)I eRsvnop ' o D = 381.81 other 1kight -- __ �ry AVERAGE GRADE = 388.16 MAXIMUM HEIGHT = 25' eLO 203 oaf R MAXIMUM ALLOWABLE RIDGE HEIGHT = 413.16' ACTUAL HEIGHT ROOF RIDGE = 402.25' SHEET SCHEDULE C1 CIVIL ENGINEERING A1.0 SHEET SCHEDULE, SITE PLAN PROJECT STATISTICS, LEGAL, TAX NUMBER A2.0 GENERAL NOTES A3.0 FOUNDATION PLAN FIRST FLOOR FRAMING PLAN A4.0 ROOF FRAMING PLAN SHEAR WALL SCHEDULE A5.0 FLOOR PLAN A6.0 SECTIONS & DETAILS A7.0 EXTERIOR ELEVATIONS PROJECT STATISTICS EXISTING ORIGINAL BUILDING 888 SF 772 HOUSE 908 SF BREEZEWAY 105 SF OUTBUILDING 368 SF TOTAL HEATED AREA HOUSE ONLY TOTAL AREA FOR PERMIT INCLUDING HEATED AREA NOT INCL. EXSTG ORIG BLDG LEGAL DESCRIPTION REFER TO CIVIL ENGINEERING DRAWING ASSESSORS NUMBER PROJECT CLASSIFICATION: CATEGORY 1 SMALL. SITE . PROJECT LINE TYPE AREA (SQUARE FEET) 1. NON -REGULATED 0 EXEMPT REGULATED 2. REPLACED 0 11433 3. NEW (POST 1977) + 3,552 4. TOTAL REGULATED IMPERVIOUS AREA = 4,985 5. TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) - 0 6. REGULATED AREA NOT YET MITIGATED = 4,985 7. AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 0 8. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES = 4,985 908 SF 1,381 SF APPR IRE D2P ENGINEERING DIVISION Ik ED AS NOTE LM Dater , -CA. cli, U,5 el q �� Qo ,„= m= U we p 3 Q _ Wo fN l iJ W F- N N r z H a � � o �� o z � o l wo z Cv in w o A � L z z z O � w F � z Cn x F� W O a a � PO w pq z F w U� N z w� E-H Cn En � w 0 0 w CO. a E-i E4 E-1 W W 101 WI 101 C� co m z 0 E-� z REC11 VE D MAR 2 9 2013 DEVELOPMENT SERVICES CTR. CITY OF ED►VIONDS j y,w f PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: ern 2 U(� moo= (j0 S13 p0O 1 S c/1 S Site Address: 1 7-73 Y 0 VO Date:--� Plan Check C ZQ i 3 a 3/ Project Description: W CO/y((- Reduced Site Plan Provided: (YES / N Zoning: S Map Page: Corner Lot: (YES / O) _ Flag Lot: (YES / 'L% Critical Areas Determination t/: /'/� �Nli?G EF-5-tudy Required ❑ Waiver SEPA etermination: ' xempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks kreet: 2 Side: Side: S=� Rear: / Actual Setbacks Street: Z ` ` 14 , lf ide: 23 _ Side: I Rear: r0 � ElDetached. Structu es: d,� aM e u S ❑. Rockeries: Pr—Fences/Trellises: ❑ Bay Windows/Projecting Modulation:. ❑ Stairs/Deck: _ _ 8uildin Hei ht Datum Point: >'t1 _ Datum Elevation: 37C. 2— Maximum Height Allowed: Z C I 6 Actual Height: / S CY 0 2 -zS- Other Parking Required: Parking Provided: 2_ Lot Area: / S Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: Cv e (3 A d JSC. ! t�ItCat,, /OS ADU Created: (YES /0) Subdivision: !� �— Z �%� NZ.p CJ -7 0 © � Legal Nonconforming Land Use Determination Issued: (YES / �1 Comments S9 z_o (�S �.6SI'f aA(� orl� 0 Plan Review By: Plarmvq Data Form 04-11-06.doc City of Edmonds Critical Area Notice of Decision Applicant: Property Owner: 5� Critical Area File #: l crt S Od ? D Permit Number: (3L,O Z d 13 0 Site Location: -3 Q v+ � Parcel Number: t7 0 S (3 j 0 do Project Description: �2 ❑ Conditional Waiver. No critical area report is required for the project described above. There will be no alteration of a Critical Area or its required buffer. The proposal.. is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or 23.80.040. The proposal is exempt pursuant to ECDC 23.40.230. [Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and r sediment control plan in compliance with ECDC 18.30. ❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical.area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40,160: 1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40:120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.1.60 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. - Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). R4k(A .f 4 Reviewer Signature Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 12/16/2010 N tel: ;: _ - - �I + - � � � l� Z.5' M aj ------------ 0-' U) C112, rT 0 U) 0 IN �—-r Co., 0 Ila Gi to ol -L ---- y 388 v NI 07Y i L C) t yto Cm 9N ii P i IZD 99.04 NO c NCO 6CLF rn zo rT,o J, I MPIC VIEW D� ii*V408TH AVENUE 67 - m7--- ,,,u u (Y) rN. > 0 > 0 0 M MX A J)o -mm FTJ(n Y A (Aso �YJJA A" i • ! J RESUB APR - 9 2013 BUILDING DEPARTMENT CITY OF EDMOND.S fI ' f . mm� In S�rJ `, t♦ g. y'9 A..1 ESU APR - 9 2013 BUILDING DEPARTMENT CITY OF EDMONDS 3/3 bye` �������� �,���� §b �� ������ 1 t. . '! t d f 5i CITY OF EDMONDS 121 - 5TH AVENUE NORTH, EDMONDS, WA 98020 PLANNING DIVISION FINDINGS, CONCLUSIONS AND DECISION To: File PLN-2009-0004 From: AnAl Mike Clugston, AICP Planner Date: April 13, 2010 File: PLN-2009-0004 Applicant: Cheryl Spasojevic TABLE OF CONTENTS Section Page I. INTRODUCTION................................................................................................................2 A. Application........................................................................................................................................2 B. Decision on Subdivision....................................................................................................................3 II. FINDINGS OF FACT AND CONCLUSIONS....................................................................4 A. Compliance with the Subdivision Ordinance....................................................................................4 B. Compliance with the Comprehensive Plan........................................................................................6 C. Compliance with the Zoning Code....................................................................................................6 D. Compliance with the Flood Plain Management Provisions ...............................................................7 E. Environmental Assessment................................................................................................................7 F. Critical Areas Review........................................................................................................................7 G. Public Comments..............................................................................................................................7 III. APPEAL.....................................................................:........................................................7 IV. LAPSE OF APPROVAL.....................................................................................................7 V. NOTICE TO COUNTY ASSESSOR..................................................................................7 VI. ATTACHMENTS............................................................................................................ 7 VII. PARTIES OF RECORD......................................................................................................8 ie1 Spasojevic Short Plat File No. PLN-2009-0004 Page 2 of 8 I. INTRODUCTION There are currently two dwelling units on the 32,735 square foot lot addressed as 17626 Olympic View Drive (Attachment 1). The dwelling unit on the northern portion of the lot was built in 1947, according to the Snohomish County Assessor, prior to the parcel being annexed into the City of Edmonds in 1963. The dwelling unit on the southern portion of the parcel was apparently created without permit by building onto a detached garage which was permitted in 1981 as an accessory structure for the existing northern dwelling unit (Attachments 2). Because city code allows only one single-family dwelling unit per lot according to ECDC 16.20.010.A.1, the applicant is proposing to subdivide 17626 Olympic View Drive into two lots in order to come into compliance with the zoning code (Attachment 3). The site is located in a Single -Family Residential (RS-8) zone that allows lots with a minimum area of 8,000 square feet. The proposed lot layout is shown on the subdivision map (Attachment 4). The Building Division has reiterated its concern regarding the non -permitted structures that were identified in 2007 (Attachment 5). While the proposed subdivision will create a legal building lot, it does not automatically permit the existing structures on'Lot 2 to continue with the exception of the detached garage which was approved in 1981. The other structures now on Lot 2 will need to be inspected to determine that they satisfy the requirements of the building code and building permits must be obtained. A. Application 1. Applicant: Cheryl Spasojevic 2. Site Location: 17626 Olympic View Drive 3. Request: To divide or lot with a total area of approximately 32,735 square feet into two lob a Single -Family Residential (RS-8) zone 4. Review Process: Following the commen period, Planning Staff makes an administrativ decision. I City of Lyimwood i 3: - --- I � 5. Major Issues: a. Compliance with I. Edmonds RS•8 - 1 Community . 78TH PL SW ++ Development Code f (ECDC) Chapter 16.20, single family residential City of Edmonds Zoning Map, November 18, 2008 development standards. b. Compliance with ECDC Title 18, public works requirements. c. Compliance with ECDC Chapter 20.75, subdivision requirements. d. Compliance with ECDC Chapter 20.95, staff review requirements. e. Compliance with ECDC Chapter 23.40, critical areas requirements. Note: All code sections referenced in this report can be viewed via the City's website at www.ci.edmonds.wa.us. Spasojevic Short Plat File No. PLN-2009-0004 Page 3 of 8 B. Decision on Subdivision Based upon the Findings of Fact and Conclusions, and Attachments submitted with the application and during the comment period, the following is the decision of the City of Edmonds Planning Division: The subdivision as proposed is APPROVED with the following conditions: 1. Prior to recording, the applicant must complete the following requirements: a) Civil plans must be reviewed and approved. In completing the civil plans, the applicant must address the Engineering Division conditions listed "Required as a Condition of Subdivision" on Attachment 7. b) Complete the Engineering Division conditions listed "Required as a Condition of Building Permit" on Attachment 7. c) Make the following revisions to the plat: (1) Add to the face of the Plat: "Conditions of approval must be met and can be found in the final approval for the short subdivision located in File No. PLN-2009-0004 in the City of Edmonds Planning Division." (2) Include on the plat all required information, including owner's certification, hold harmless agreement, staffs approval block, a declaration of short plat, and dedications and maintenance provisions; as appropriate. (3) If setbacks are to be included on the plat, add the following statement to the face of the plat: "Setbacks shown are for reference only and vest no right." d) Make sure all documents to be recorded meet the Snohomish County Auditor's requirements for recording, including all signatures in black ink. e) Submit two copies of the documents to be recorded for the Planning Division and Engineering Division's approval. Once approved, the applicant must record the documents with Snohomish County Auditor's office. f) Submit an updated copy of the title report with the documents proposed to be recorded. 2. Retained trees must be protected during the development process according to ECDC 18.45.050.H. 3. The large gate near the entrance to Lot 1 from Olympic View Drive shall be removed. 4. No structures greater than 36" in height above original grade may be located within a required setback area. Particularly, the compost bin on Lot 2 shall be removed or relocated so as to meet the setback requirements for the RS-8 zone. The garden beds on Lots 1 and 2 shall be removed or relocated so as to meet the setback requirements for the RS-8 zone. 5. No fences greater than 6' in height above original grade shall be located within any required setback area. Any such existing fence on Lots 1 or 2 shall be removed or reduced in height to meet the 6' requirement. 6. An access easement shall be created describing the use of the concrete sidewalk joining Lots 1 and 2 or the sidewalk shall be removed. This easement must be reviewed and approved by the City prior to filing with the County Auditor. 7. After recording the plat, the applicant must complete the following: a) Provide the City Planning Division with three copies of the recorded plat, with the recording number written on them. The City will not consider the subdivision complete until this is done. Spasojevic Short Plat File No. PLN-2009-0004 Page 4 of 8 II. FINDINGS OF FACT AND CONCLUSIONS A. Compliance with the Subdivision Ordinance 1. Introduction a. Settin : The subject property at 17626 Olympic View Drive is located in the Single -Family Residential (RS-8) zone. It is entirely surrounded by similarly zoned and developed lots. Those lots across Olympic View Drive to the east are in the City of Lynnwood. b. Topography and Ve etg ation: The subject site slopes gradually upward to the west from Olympic View Drive. Vegetation on the parcel consists of typical residential landscaping, including grass, small trees, and shrubs. There area handful larger single trees on proposed Lot 2 and approximately two dozen trees on the western half of proposed Lot 1 (see inset at right). C. Lot Layout: The proposed lot layout is shown on the preliminary plat map (Attachment 4). 2. Environmental Resources a. The subdivision chapter, ECDC 20.75.085, states that a proposed subdivision should be designed to minimize significant adverse impacts where environmental resources exist (such as trees, streams, ravines, or wildlife habitats). The existing trees on the site are considered to be environmental resources. No trees are proposed to be removed as part of this subdivision. Retained trees must be protected during the development process according to ECDC 18.45.050.H. b. Grading will be limited because the site is already developed. Additional on -site improvements are not anticipated to exceed SEPA thresholds; however, specific grading details will be reviewed with the civil improvement review associated with the short plat and any residential building permits that may be required. C. CRA-1995-0070 identified steep slopes on the site. According to the City's current critical areas codes, the slope on the western portion of the subject site qualifies as an erosion hazard area. It is underlain by Alderwood gravelly sandy loam and has grades ranging from 15%- 30%. No other hazardous conditions, such as flood plains, unstable soils or similar geologic conditions appear to exist at the site. d. A drainage plan must be submitted to the Engineering Division during civil improvement review or when a building permit is applied for on this site. Any proposed development on Ati Spasojevic Short Plat File No. PLN-2009-0004 Page 5 of 8 the site must be designed to meet current code and minimize off -site drainage impacts. All new impervious surfaces must be connected to an on -site detention system. e. Views in this location are local. It does not appear that they will be negatively impacted by this proposal. 3. Lot and Street Layout a. This criterion requires staff to examine whether the proposed subdivision is consistent with the dimensional requirements of the zoning ordinance and that the lots would ultimately be buildable. Based on a review of the project and the analysis in this section, a two lot short - plat is a reasonable use of the property. b. Lot sizes and dimensions: Lot Area: Required Lot Area Proposed Gross s . ft Proposed Nets . ft Lot 1 8,000 14,020 14,020 Lot 2 8,000 18,715 15,038 Lot Width: The required lot width in the RS-8 zone is 70 feet. The proposed lots meet this requirement. C. Safe Walk provisions: The subject parcel is primarily served by three area schools: Meadowdale Elementary, Meadowdale Middle School and Meadowdale High School. According to information available on the Edmonds School District website: http://webquery.edmonds.wednet.edu/edulog/webquery/ (accessed March 22, 2010), all three schools are within walking distance of the site. The City of Lynnwood recently made extensive improvements to the length of Olympic View Drive from 76`h Avenue West to 168`s Street SW installing new, or rehabilitating existing, sidewalks, crosswalks and traffic lights, greatly improving pedestrian access in the area. 4. Setbacks and Lot Coverage a. In order to approve a subdivision, the proposal must meet all requirements of the zoning ordinance, or a modification must be approved. Based on the development standards for the RS-8 zone, setbacks for the lots should be as follows: Lot 1: Street Setback (25 feet) from the east property line Side Setback (7.5 feet) from the north and south property lines - Rear Setback (15 feet) from the west property line Lot 2: Street Setback (25 feet) from the east property line Side Setback (7.5 feet) from the north property line and south access easement Rear Setback (15 feet) from the west property line Existing Structures / Encroachments: At the current time, the existing structures and outbuildings will remain on both lots. There are several encroachments including a compost bin on Lot 2 and gardening beds and fences on both lots. The exact locations and heights these structures will be determined during subsequent site inspection and all must comply with the prohibition of structures within a setback with the exception of those less than 36" in height or fences 6' or less. b. Comer Lots: Neither lot is a corner lot. C. Flag or Interior lot determination: Neither is a flag lot. d. Lot Coverage of Existing Buildings on Proposed Lots: Spasojevic Short Plat File No. PLN-2009-0004 Page 6 of 8 Since the existing structures will remain on the site at this time, Lots 1 and 2 will have individual structural lot coverages of approximately 2 1 % and 16%, respectively. Any future buildings or structures will be allowed to cover no more than 35% of each lot. 5. Dedications a. No dedications were required as part of this subdivision. 6. Improvements a. See Engineering Requirements (Attachment 7). 7. Flood Plain Management a. This project is not located in a FEMA-designated flood plain. B. Compliance with the Comprehensive Plan 1. Comprehensive Plan Goals and Policies: The Comprehensive Plan has the following stated goals and policies for Residential Development that apply to this project. Residential Development B. Goal. High quality residential development which is appropriate to the diverse lifestyle of Edmonds residents should be maintained and promoted. The options available to the City to influence the quality of housing for all citizens should be approached realistically in balancing economic and aesthetic consideration, in accordance with the following policies: B.1. Encourage those building custom homes to design and construct homes with architectural lines which enable them to harmonize with the surroundings, adding to the community identity and desirability. B.3. Minimize encroachment on view of existing homes by new construction or additions to existing structures. B.4. Support retention and rehabilitation of older housing within Edmonds whenever it is economically feasible. B.5. Protect residential areas from incompatible land uses through the careful control of other types of development and expansion based upon the following principles: B.5.d. Private property must be protected from adverse environmental impacts of development including noise, drainage, traffic, slides, etc. B.6. Require that new residential development be compatible with the natural constraints of slopes, soils, geology, vegetation and drainage. 2. Compliance with the Residential Development goals and policies: The site is already developed with two single-family residences. The permitted residence on Lot 1 will be retained. The residence on Lot 2 may be retained pending inspection by the City but significant upgrades may be required to bring it up to code. Alternatively, the existing structures on Lot 2 could be removed and a new code -compliant single-family residence could be established on the lot. C. Compliance with the Zoning Code 1. The proposed subdivision must comply with the provisions of the Zoning Code. See sections II.A.3 and II.A.4 of this document. L. Spasojevic Short Plat File No. PLN-2009-0004 Page 7 of 8 D. Compliance with the Flood Plain Management Provisions The proposed project is not located in a flood plain. E. Environmental Assessment 1. Is this site within a shoreline area (within 200 feet of the ordinary high water mark of the Puget Sound)? No. 2. Is an Environmental Checklist Required for this application? No. If more than 500 cubic yards of grading is proposed, an Environmental Checklist is required. At this point in time, the total amount of grading for the subdivision improvements is not anticipated to exceed 500 cubic yards. If through review of the civil plans, it is determined that more than 500 cubic yards of grading will be necessary, the City will require an Environmental Checklist to be submitted and will issue an Environmental Determination. F. Critical Areas Review 1. Critical Areas Review number: CA-1995-0070. Results of Critical Areas Reviews: The property contains an erosion hazard area as defined by ECDC 23.40 and 23.80. All new construction and work on Lots 1 and 2 must meet the requirements of the critical areas code for erosion and sediment control. G. Public Comment One public comment letter was. received during the review of this proposal which is included as Attachment 8. 1. Charlene Blankenship (17725 Olympic View Drive, Lynnwood) described a history of the subject property looking unkempt and hoped this process would result in a better -looking environment. Staff Response: The City of Edmonds has an interest in the upkeep of private property and enforces property performance and nuisance standards on a complaint basis. The current short plat resulted from a code enforcement action regarding the presence of two single-family dwellings on one parcel. The residence on proposed Lot 2 apparently resulted from adding on to a detached garage which was permitted and accessory to original house on proposed Lot 1. All structures on the site will be inspected to ensure that they meet the appropriate building and zoning codes as well as current engineering standards. Those features that do not meet code will have to be brought up to code or removed. III. APPEAL A party of record may submit a written appeal of a short plat decision within 14 days of the date of issuance of the decision. The appeal will be heard at an open record public hearing before the Hearing Examiner according to the requirements of ECDC Chapter 20.06 and Section 20.07.004. IV. LAPSE OF APPROVAL Section 20.75.100 states, "Approval of a preliminary plat or preliminary short plat shall expire and have no further validity at the end of five years, unless the applicant has acquired final plat or final short plat approval within the five-year period." V. NOTICE TO COUNTY ASSESSOR The property owner may, as a result of the decision rendered by the staff, request a change in the valuation of the property by the Snohomish County Assessor's Office. i. Spasojevic Short Plat File No. PLN-2009-0004 Page 8 of 8 VI. ATTACHMENTS 1. Letter from Building Official, dated February 15, 2007 2. 1981 site plan for detached garage 3. Land Use Application 4. Preliminary Plat Map 5. Comment from Building Division 6. Preliminary Utility and Grading Plan 7. Engineering Requirements 8. Comment letter from Charlene Blankenship 9. Notice of Application and Comment Period 10. Declaration of Posting 11. Affidavit of Publishing 12. Declaration of Mailing VII. PARTIES OF RECORD Cheryl Spasojevic 17626 Olympic View Drive Edmonds, WA 98026 Valerie Spasojevic 17626 Olympic View Drive Edmonds, WA 98026 S. Michael Smith Lovell-Sauerland and Associates, Inc. 19217 — 36`h Avenue West, Suite 106 Lynnwood, WA 98036 Planning Division Building Division Engineering Division Charlene Blankenship 17725 Olympic View Drive Lynnwood, WA 9837 Arnold Kay City of Lynnwood PO Box 5009 Lynnwood, WA 98046 th c 1 g90 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering February 15, 2007 Cheryl Spasojevic 17626 Olympic View Drive Edmonds, WA. 98026 RE: Two Separate Dwelling Units Dear Ms. Spasojevic, GARY HAAKENSON MAYOR The following issue has been brought to the City's attention that requires a response from you as the property owner of 17626 Olympic View Drive in Edmonds: According to Snohomish County Assessor records the original house on the property was built in 1947. The property was then annexed into the City in 1963. The City can confirm permit records for a 1976 addition to an existing garage (permit #760392) and a 1977 living room addition (permit #770292) and a 1981 permit for a detached garage (permit #810103). No other City permit records exist for this site. County Assessor records up until 1990 are consistent with these referenced structures however, in 1991 a second dwelling unit is indicated. The zoning district for your property does not allow for two dwelling units on one parcel and there are no City records that a short plat approval has been granted to create two legal lots. The City understands the County has created two separate tax account parcel numbers for your property (second parcel 1992) but there are no records to show that the property has been legally subdivided. The City believes that the 1981 detached garage has been illegally converted into a separate dwelling unit without City approvals or required building permits in violation of City zoning and building codes. The City requests that you respond to this letter by March 1, 2007. For your convenience enclosed please find the 1981 garage plot plan for your property. Please be advised, any other unpermitted structures (i.e., carports, sheds, decks, additions, lean-to, etc.) brought to the City's attention during this enforcement action shall be required to be resolved. Lastly, you may want to visit City Hall and speak with a City Planner regarding your zoning code options to resolve this matter. If you need additional time to gather information please respond in writing to my office and suggest an alternate compliance date. Sincerely, Jeannine L. G Building Official Attachment 1 PLN-2009-0004 Incorporated August 11, 1890 Sister City - Hekinan, Japan O "CID 4\ 'GHT -IV CONDI-j- PE,Rf�l r Q I BY KEEP PLA,','PEA FOR (9 lo I u IN M117 "4. 9 Attachment 2 PLN-2009-0004 city of edmonds land use application ❑ ARCHITECTURAL DESIGN REVIEW FOR OFFICIAL USE ONLY ❑ COMPREHENSIVE PLAN AMENDMENT ❑ CONDITIONAL USE PERMIT FILE # 6- 09 • D 4• ZONE f- 5 8 ❑ HOME OCCUPATION DATE 01.1-1- OI. REC'D BY GG ❑ FORMAL SUBDIVISION 2 r SHORT SUBDIVISION FEE t % 05 RECEIPT # cL ❑ LOT LINE ADJUSTMENT HEARING DATE 5TATF OE G I S 10 ICI ❑ PLANNED RESIDENTIAL.DEVELOPMENT ❑ OFFICIAL STREET MAP AMENDMENT ❑ HE STAFF ❑ PB ❑ ADB ❑ CC ❑ STREET VACATION ❑ REZONE ❑ SHORELINE PERMIT ❑ VARIANCE / REASONABLE USE EXCEPTION ❑ OTHER: r / PROPERTY ADDRESS OR LOCATION I 1 C> Z� OL I rY) P 1 C ji Fl �% DIZ PROJECT NAME (IF APPLICABLE) PROPERTY OWNER 0..Vie,r-!JL_ S2A50J2F-V/(_ PHONE# '07ZJ - ZK 1 ZgS- ADDRESS (1L�r; L�1�'i%nl�lC. Vl6�V _Q)+= E-MAIL ADDRESS (? !2�0.7 0 (.1) �YAC, i Cyr. FAX # TAX ACCOUNT # ► SECT. TWP. RNG. / DESCRIPTION OF PROJECT OR PROPOSED USE !/ IO 1 5h �r {' Su to d iy is i DYl APPLICANT O.PEQ-YL- SpASoJ2_--✓iC- PHONE# ADDRESS ViFiy Dr E-MAILADDRESS 0-6iLa506) ArYlalI-C-OM FAX# SRW+1' CONTACT PERSON/AGENT �J A ��+I— S0.S o��� i Cr PHONE # '-I, / ADDRESS FMU Ctunp'c_ �ilP,ari� DID'. Uma-vu�C I WN S',R; G E-MAIL ADDRESS J�5Qr @ 4i'1'KU\ , f-oh& FAX # $'PrMF 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, inaccurate 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 fil� this application on t e behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT ` '✓1 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 in�'ection and posting att dant to this application. SIGNATURE OF OWNER / I C DATE This application fonn was revised on 1/27/00. To verify whether it is still current, call (425) 771-0220. L:\LTBRARY\PLANNING\Forms & Handouts\Public HandoutsVAnd Use Application.doc Attachment 3 PLN-2009-0004 i SHORT SUBDIVISION N0. S-09-04 . SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AFN.•------------ ':.SECTION 8; •,TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 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( r LOTS :r v •'f il' a j I THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ' �� 15 1. .J { r J 1, �Ia�-+ ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT , ON OATH / STATED THAT HE WAS/WERE AUTHORIZED TO EXECUTE THE '��' ° rI `" I``--; ` t ��`.' } INSTRUMENT - LUAND ACKNOWLEDGED IT AS THE TO BE THE FREE AND %i = I I •� j o c c ���I \ HOUSE/17626 �l -1�'1 F- G VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES' t 1•�, < Elsa I 1^ _-"" 'I __SI MENTIONED IN THE INSTRUMENT. - i ! �+ � J ( ,, ! - W ---I DATED:ISE78AI CC��CC UNE t Y J f GRASS' SIGNATURE.- (PRINT NAME) .,.� .,/\\� :720• v I) I .pal - - -- - 194.18 I NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON toil - ��r-----.�mm...r - �' r ICI LOT % I e T ";I I I I� 1 ' �, _S _ i CIRCLE/ �^ -I OB / if IDRIVEWAY A9�HALT 1I-"'NIRIM378. REEDING AT, 1.. , SE7BA+ uNE I f -� 1 ! - _ i� i fE E 37 35 I MY APPOINTMENT EXPIRES j, 15 . I I�. 1� /1�' - RE7t{47A - m _ _ I .GARDEN, BIEpS ' 26.7' BOT 374193 STATE OF WASHINCTON) I (.. ..'� % JI ,( i `? _ .. �b _ - I.' 4 - n II SS �- I.: + ( G. COMPoST I 1 I : 72 Ol COUNTY OF SJOHOMISIi) Imo" j / ) 1 I I BIN ��.0' I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVDENCE THAT `% ` SHED \ { t u' J HUSBAND AND YAFE ARE THE PERSONS WHO APPEARED BEFORE ME, OBl /j AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS ' r' ! •=.% '� l - t ! I 3 II I RIM 378.20 INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND f �. -( LOT 2 y I 1£ N J75.95 VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE �' O 1 �,48.3' I I Lu I I fE W J76.05 INSTRUMENT. / -. ( I OUT 3 , IiI BOT 374.45 :'. -. / HOUSE 76 V•,,, DATED: xl " 1 � � ( J t' i �- 1 I eu2aNc � I7 26B i SIGNATURE: - I I - + x 107.7• i -- -- (PRINT NAME) I `�..f :.µ. ft..�. 1 . J tl , - - P 2 S rT / n NOTARY PUBLIC IN AND FOR THE STATE OF WAEiINGTON--' SMACK— RESIDING AT L..:1f = _ wow MY APPOINTMENT EXPIRES - 1- "t ! ' (. I�_._V -- -- 1_ ! __ '...RETAININ o 1 a20, I :- ( ��• r IN GRESS/URUTY £ASEM T I WALL- G- • - - ,-- - .T' _ �C- _ 3 '� I N . ONE AVCH I" .. 1 7c1 OT ' • / T--- -� __ -- ,-, ( I x I o I II/. Ii� .. Q 329' -K I I r I a l I { h i p 1O �GRA VEL DRIVEWAY y' f.T I II ` V A7 fULJ. EGAD IF NOT ONE INCH I t 1 . .. I _ i 1'I SCALE ACCORDINGLY } 'SB8�3.OS EIF _-�,..�\'-- - 30, Ii a3�'I ft - ♦ � A o lBUgorNG - \\ �'` � ~ i I I I SOUTHEAST 114 OF 7H£ SOU7HNEST 7/4 . _ SECIIOW a TDHtNSH/P 27 N0274. RANG 4 EAST, W.M. ® W + ca DUANE HARTMAN &ASSOCIATES, INC. AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE e This map correctly represents O Survey made by ate.. owls — Su7-ueyors — Flled for record at the request of Douglas A. Hartman, PLS'this meA. or under my direction in conformance with the HB2B WOOONVI LE-REDWO ROAD, B-1V (425) �5ffi5 � ��y��g •, tiT4 °* e�+� roquirementa of the EJRVEY RECORDING ACT at the W ""r w� WoaDRnaLE WASHNGION 98072 FAX (425) 4aV-4650 day of 20 at '> minutes post SHORT PLAT S - 0 9 - 0 4 $ = °A request Of CHER& SPASOJEVIC V C, � v —m, and recorded in Vol of short plats, pages) Drawn AAC Date 11.24.2009 Job No. 09-1638 records of Snohomish county, Washington - CITY OF EDMOND'S in NOVEMBH3t 4009• W W s +Orarlf� 9y fOblc LAVO Checked DAH 09— 1 638SP.DWG Sheet 1 of 2 Auditor, Snohomish County Deputy County Auditor` ° DOUGLAS A HART)AN PIS iQEC 17 2009 Attachment 4 CERTIFICATE NO. 36798 PLN-2009-0004 of EDO, City of Edmonds N Short Plat Permit Comments BUILDING DIVISION DATE January 15, 2010 STAFF: Leif Bjorback, Assistant Building Official RE: Project Address: 17626 681h Avenue W. Project: Spasojevic Short Plat A preliminary review was done with the conditional use materials provided along with the active violation file documents and we have the following comments. 1. Several structures identified on the Short Plat survey by Douglas A. Hartman dated November 2009 are believed by the City to be illegally constructed. These are all located on Lot 2, and are labeled as "House #17626B" (converted from garage), "Out Building" (immediately behind the House) and the "Shed" on the west half of the lot. If documentation can be provided showing these structures were constructed with valid building permits for their current use, the City will consider them to be in compliance. Otherwise, the applicant will need to resolve the violations by applying for and obtaining the appropriate building permits for all non -permitted work. This must be resolved prior to final plat approval. Please refer to a forthcoming letter from the Building Division for more details on this matter. Attachment 5 PLN-2009-0004 SHORT SUBDIVISION NO. S-09-04 _ 176T_H STREET SW _ FND PIN IN CoNG ON. SN3B48'2Z2: 58264' AF1Y�T .'---------------------- SURF E a4':BE.TAW LEGAL DESCRIPTIONS CHICAGO TITLE INSURANCE ORDER NO. 50102M I DOSTING LOT 1 TRACT 154. PLAT OF YFADOMOAIE BEACH. ACNLLRDING TO THE PLAT THEREOF. RECORDED IN VOLUME 5 I I OF PUTS PAGE 38. RECORDS OF SNOHOMISH COLWIY; . EXCEPT THE WEST 408 FEET THEREOF. AS MEASURED FROM THE WEST LIE OF SAN) TRACT 154. AND I I DOCtPT THE NORTH 467 FEEL AS MEASURED FROM THE SOUTH LONE OF ROAD. I I I SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON I DOSTING LOT 2 THE SOUTH 7 FEET OF THE NORTH 467 FEET AS MEASURED FROM SOUTH LINE OF ROAD OF LOT 154. Ri I I �- — — _ — — — — — J YEADOWDAIE BE K ACCORDING'TO THE PUT MUdW, RECORDED IN VOLUME 5 OF PLATS PAGE 36, I — — — OF SNOHOMISH COUNTY 0RECORDS I I I . 9 SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON. 6 I _, •. PROPOSED LOT 1 a Sr I N I N� �j 1 -. ( - 1 THAT PORTION OF TRACT 154, PUT OF MEADOWDALE BEACH, ACCORDING TO THE PUT THEREOF, I I.,a~I.,�y� I S11) • RECORDED IN VOLUME 5 OF PUTS PAGE 38, RECORDS OF 90HO M COUNTY, LYING WHHN THE I _ EAST SOUTHQUARTER OF THE SOUTHWEST QUARTER OF SECTION NI, TOWNSHIP 27 NORTH, RANGE 4 � EAST W.M. MORE PARTICULARLY DESa2INED AS MUM � I �_ FND TACK IN 3 FND BRASS DISK LABELED COWL T 25 6916' ______________ _ I /IIN 4 ' MOH. IN CASE 0.4BELOW SURFACE I ' II ' I 1 I I I I I --- - - ------ }------ COMMENCING AT A THE INTERSECTION OF THE SOUTH LIE OF SAID TRACT 154 AND THE VEST MARGIN CONG MON. N 467.00' I OF OLYMPIC VIEW NYE. THENCE NORTH OT4E50' EAST ALONG SLID WEST MARGIN, A DISTANCE OF I a I E- I E"4,::�. CASE 1.0' BELOW W04 FEET TO THE TRITE POINT OF BEGINNING; THENCE NORTH 8M'43- WEST, A DISTANCE OF 194.18 I �+ W I �' / iJi_" SURFACE FEET; THENCE NORTH 0024'40' EAST, A DISTANCE OF 67M FEET; THENCE SOUTH BB•48'2Y EAST, A DISTANCE OF 88M FEET; THENCE NORTH 00'2T38' FAST. A DISTANCE OF 7.00 FEET; THDKE: SCUTX:..- BB'422' EAST. A DISTANCE OF 110.03 FEET, THENCE SOUTH OY49'50' WEST, A DISTANCE OF 74.25 FEET TO THE TRUE POINT OF BEGINNING SITUATE IN THE CITY OF EDMONDS. COUNTY OF SNOHOMISH. STATE OF WA9@NGTON. CONTAINING 14,020 SQURE FEET OR 032 ACRES, MORE OR LESS PROPOSED LOT z --O�J. FIND- PIN IN 5' CONC.zi MON. _ I---:N'CASE a4' BELow — — — — THAT PORTION OF TRACT 154, PUT OF MEADOWDALE BUCK ACCORDING TO THE PAT 1HERENF, I E""' - x-='-sL/RFaoE I d I A RECORDED IN VOLUME 5 OF PUTS PAGE 38. RECORDS OF SNOHOMISH COUNTY. LYING WITHIN THE I I ....TACK N 3' ) I f� 10 SOUTHEAST QUARTER ff THE SOUTHWEST QUARTER OF SECTION 14 TOWNSHIP Z7 NORTH, RANGE 4 H I _ CONC. MON. N CASE I N 1 EAST. W.Y. MORE PARTICULARLY OESCRIBED AS FOLLOWS; 0.5 BELOW SURFACE COMMENCING AT A THE INTERSECTION OF THE SOUTH LIE OF SAID TRACT 154 AND THE WEST MARGIN co OF OLYMPIC NEW DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 882TOS- I I CD WEST ALONG SAID WEST MARGIN. A DISTANCE OF 16630 FEET; THENCE NORTH 0024'40' PAST. A I x=:' - I SO7'12'28'W r - - - - FIND TACK IN 3' _ DISTANCE OF 96.90 FEET: THENCE SOUTH B�T1 W EAST. A DISTANCE OF 194.16 FEET; THENCE SOUTH - 2:00: I 03'4B'S0' WEST. *A DISTANCE OF99.04 FEET TO THE TRUEPOWOF BEGI@IINGSIIUATE INTHE CITY (IFCONC. MON. IN CASEF 3 n - _ _ I O. r BELOW SURFACE EDMONDS SNOHOMISH, COUNTY OF STALE OF WASIWGION. - �p CONTAINING 18.715 SQUARE FEET OR 0.43 ACRES, YORE OR LESS A I '� y. SW 4r321< < �*� PROPOSED LOT 1-14.020 SQUARE FEET PROPOSED LOT 2-18,715 SQUARE FEET TOTAL - 3$735 SQUARE FEET . ZONING IRS-8 SINGLE FAMILY RESIDENCE MINIMUM LOT WIDTH: 70 FEET TOTAL AREA. 32,736 SO. FT. PROPOSED: 2 LOTS WATER SERVICE: CITY of EDMONDS SEWAGE: SEWER FIRE DEPARTMENT: SCHOOL DISTRICT: PARKS g VERTICAL DATUM: NAV088. SITE CONTROL ESTABLISHED WITH RTK GPS SURVEY TECHNIQUES POSITIONAL TOLERANCE IS t0.10' CONTOUR INTERVAL (21 TWO FOOT INTERVAL SURVEYOR'S NOTES 1. BASIS OF BEARING: WA9UNGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 8991) 2. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 ROW AND CHAPTER 332-13D WAG 3. ALL MONUMENTS VISITED DURING STPTEMBER 2007 UNLESS OTHERWISE NOTED. 4, EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A SOMA 31M TOTAL STATION• SN/ 193M 5. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PAST ONE YEAR DUANE HARTMAN & ASSOCIATES, INC. — Surveyors — 16928 WOOCROIUE-REDMOND ROM. B-107 (425) 4&fSBS WODOIAAUE WA901M 9BD72 FAX (425) 483--48.50 Drawn AAC I Date 11.24.2009 1 Job No. 09-1638 Checked DAH I 09-1638SP.DWG ISheet 2 of 2 N 177THSTREET SW ON S88148'222F 306.60' CK I I =CoNG AMON. IN CASE I ax BELOW SURFACE 4019.00' I •. OWNER: AMY HOWARD W I zI I I I o ' co I I I 0. ___�jI A I 44? I OBNEML£ANDER STANK I I m' Go LOT 1 ALQT_2! ' 20' N$�71UITY EASEMENT 588�3.05� 188.30' ONNER:JON AND LAURA HAKES 1,660, ONE NCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDINGLY Q. --- - - Tti ---. —. — 03 •.::�; �i.I`N NNER.' TERRY HOLT I \o. tipR I I I. 30 I DINNER: CHARLENE N91ANIaNSMP 6 I p� I im 3D I FIND TACK IN 3' CONC. MON. �. IN CASE 1.0' BELOW SURFACE I -' OWNER: CAINIE BAUGH Ja02' I � I, tips• 1$ 1 G .�ZZS$Eg' gZ� $ 4�Z pF FIND 3' BRASS PIN \ I - 5882224 EI - 235. 0B• ON SURFACE 178TH PLACE SW I .DEC 17 2009 SOU7HEAST 114 OF THE S0U7HN:ST 114 SECTION A TOIWVSWP 27 MOR7H, RAND 4 EAST W.M. 4- i Xr. 0 0 C) 0 -"Ape I �-4 F! J j CONNECT 4 .3, !oi r 2 , 4 I EOTICPNCIX el SETBApf LIME 13 i IASPNALT IME 70'LOT d CIRCLE DECK 11 W-l:V M,k 596-f- 4,AI L 394 HAT I HOUSEn 7626 (5ow wwftwus 11AGOF & STAIRS) i IDT 2 EAMES & OR ROU •RUN *�B COMMEC70 SOT WLY ROOF WALL IN SECTIONt 8, T27N., R.4E., W.M. bI I SITE CB RIM J 7.0 If N J75,8 IE S J75:V BUT J7J.5B SPHALT w- 30' 30] OCK 1ACL R) MEE 10 0 30 0 20 — — — — — — — — — — SCALE 1'-20' 173 MINK NA4.377. W24`OvTV IMIA'y" we#j-v PROPOSED LOT 2 &REA 3Z735 S.F. OR 0.75 AC. j .s-as CHAT PORTION OF TRACT 154. PLAT OF MEADOWDALE BEACK ACCORDING M TIE RE03FOCD IN �ME 5 PACE X RECORDS OF SNOHOMISH COUNTY. L;;Z� I;;; T;C QUARTER ���5415 Po CLE .�l AT. CAUTIMI CONTRACTMwR IM SOUTHEAST QUARTER OF THE SCUMEST TONEOF SECTION & TDMNSNOP 27 NORTH. RANGE 4 EAST, W.M. MORE PARIMULARLY DESCRIBED FOlOn- I 1 1 n. I" � OEOX� MM=T AS COMMENCING AT A THE INTUMCOON OF THE SOUTH LAC OF SAID TRACT 154 AND THE VEST MARGIN SANITARY SEWER OF OLYMPIC MEN DFML SAO POP" BEING THE W PONT OF BECNNIMC, YHOCE MO IN W7XOr IM ALONG SAD WEST MARGIN, A DISTANCE OF I&M FEET. THENCE NORTH CX,C4W EAST. A DISIANCE OF WAN FEET. THENCE SOUTH INIVI'43' EAST, A DISTANCE OF 114,18 FEET. M4CE SOUTH ",Fw W A DWANCE OF N 04 FEET TO THE TRUE PONT OF BEGMNl%l5TUATE IN THE CITY OF CX-YMPlC NEW WATER & SEWER DISTRICT WATER jjj� EDMONDS. COUNTY OF SNClHOMJSlt OF WASHINGTON. CONTAR" VI.715 SQUARE FEET OR 0.43 ACRES. MORE OR LES& OLYMPIC MEW WATER & SEWER DISTRICT USE GRA AS our PROPOSED LOT I-KOND SOU FEET X, I wo-moore -N) A RA-1moo(sw-lov) TOTAL - ZZ7M SQUARE FEET k --G PROPOSED LOT 2-13.715 SQUARE FEET ELECTRICITY Qt4OE DWY M MIJV M Oq 'k P.U.D. NO. I OF SNOHOMIEH COUNTY VERTICAL DATUM:. ' NAVD88, SITE CONTROL ESTABLISHED WITH RTK CPS SURVEY TECHNIQUES. POSITIONAL TOLERANCE IS *010' TELEPHONE VERIZON 3 L.CONTOUR INTERVAL: (2') TWO FOOT INTERVAL POLICE PROTECTION SURVEYOR'S NOTES CITY OF EDMONDS 1. BASIS OF BEATING WASHINCTRe STATE PLANE MORDIMAR SYSTEM, NORTH ROME. MAD 83(IR) FIRE PROTECTION 2-THS STORY COMPLIES WTH ALL STANOARDS AM WDELIKES OF 7SUR VEY RVEY RECDRMG ACT CITY OF EDMONDS LEGEND AS PER CHAPTER 58.119 RCW AND CHM`lER 3U-IM WAG. IMPERVIOUS AREA. PUBLIC SCHOOLS I ALL MONUMENTS V= DURING SEPTONSER 2007 UNLESS OTHERMSE NOTED. ABBRE-RONS SYMM I.- WILY HOUSE (EAVES & WALKS) 1.800 SF EDMONDS SCHOOL DISTRICT NO. 15 4. EQUPVENT-. THE PRIMARY MEASUREMENT EQUIPMENT UD LIZED IN THE PFAFOWAXCE OF THIS G/GONC CONCRETE :0- PON" POLE D4 WATER VAL 6E -MP- OVERHEAD PCHMEIT UNE 7 SHED ' (EAVES) 1,100 SF SMM URVEY WAS A SO 31W TOM STARK SM# ICL 0 SANITARY SEVER MAW E3 WATER METER jr INVERT ELEVA77CW I OLE UNDERGROUND STORM LINE 3. COMP , DST SHED & STAIRS 50 SF 5 ALL PIUMARY MUSUIMANT VOLIPMEN7 UTLM HAS BEEN COMPARED M AND ADJUSTED BENT BOTTOM STRUCTURE 4 SIGN -ss- UNDERGWM SEMEN LAVC 4. GRAVEL DRIVEWAY 15M IF AGAINST A MAIDNAL GEODETIC SURVEY CNARATED BASOME WM4N THE PAST ME YEAR. FIRE HYDRANT me MAILBOX IELEPWONE AWC77OM:6 . OX UNDERGROUND GAS LINE slis 4.450 SF 1INGENCY Of ALL DEREN :O� NOSE BRI GAS "EMER FENCE LINE '� C"' 515 `� * , DUCTILE ARM "pr i •CATCH BASIN C-Orn MOCKERY IMPERVIOUS (DESI TOTAL 4.90 SF GAF 04" LINK FENCE WA TER LINE VHF VERRCAL BOARD FEW .6 DECIDUOUS TREE G3 CATCH BASIN4� MONUMENT IN CASE AS N07M SSMN SANITARY SET" MAANCI E NOTES 1. DETENTION SYSTEM HAS BEEN DESIGNED PER CITY OF EDMONDS UTILITY NOTE HANDOUT #E72 TO DETAIN UP TO 5,ODO SF OF ImpERous SURFACE THE LOCATION OF UNDERGROUND UMUTIES SICMIN APPROXIMATE ONLY AND DO NOT REFLECT HEREON ARE HE LOCAMC. OF ALL Z SURVEY & TOPOGRAPHY PERFORMED By DUANE HARTMAN:& ASLEDATES, INC. UMUTIES ON OR IN THE VICHTY OF THE SUBXCT PROPERTY 3. PVC PIPE SHALL BE SDR-35 OR BETTER. THE INNER SHOULD CONTACT ALL UTILITY AREA TO ASCERTAIN THE LOCATION AND DEPTH PURVEYORS IN THE OF,ALL unUTIM 4 DETENTION TANK MATERIAL AND MON CONSIRUCRON. SHALL COMPLY NTH CITY OF EDMONDS OE-72 HANDOUT APPROXIMATE EARTHWORK QUANTITIES EXCAVATION ..... .. ..... *5D CUBIC YARDS FILL: ......... ... ..... *eO CUBIC YARDS PLN #20090004 — 2 LOT SHORT PLAT (S-09-04) i',, SITE DEVELOPMENT PLAN FOR CHERYL SPASOJEVIC RECEIVED 0 IN SECTION 8, T.27N,., R.4 E.AM. OhY DEC 17 20M CITY OF EP"rK'r"c opfflopMENT QWCES cougrER SNOHOMISH COUNI Lovell-S Attachment 6 L Engineen/st 19217 36TH Avenue W., Suite 106 PLN-2009-0004 IST SUDMITTAL - a-n-oj 011,001 . I •. Date: To: From: Subject: MEMORANDUM March 26, 2010 Mike Clugston, Planner Jeanie McConnell, Engineering Program Manager PLN20090004, 2 lot Short Plat 17626 Olympic View Drive Engineering has reviewed and approved the preliminary short plat application for the Spasojevic property at 17626 Olympic View Drive. Preliminary approval shall not be interpreted to mean approval of the improvements as shown on the preliminary plans. Please find attached the Engineering Requirements for the subject development. The applicant will be required to satisfy these requirements as a condition of short plat approval. Once the Planning Division has approved the preliminary short plat, the applicant will be required to submit revised civil engineering plans addressing all short plat conditions. Plans are to be submitted to the Engineering Division. A civil plan review fee of $1000 is to be paid at the time of submittal. Thank you. City of Edmonds Attachment 7 PLN-2009-0004 CITY OF EDMONDS ENGINEERING REQUIREMENTS FOR SHORT PLATS Name: Spasojevic - 2-lot short plat File No.: PLN20090004 _ Reviewed by: Jeanie McConnell March 26, 2010 Address: 17626 OVD Engineering Division Date Required as a Condition of Subdivision Required as a Condition of SFR Building Permit Requirement Already Satisfied a) N/A 2.) '*Publid"Street!l mprotement % (Ashalt; ourb,k.gutter,and sidewalks)t J W a) Curb, Gutter and sidewalk completed with City of Lynnwood project. X b) Lots I & 2 shall take access off Olympic View Drive at established locations. X 3. 'Pfivit6A6C'6!§s a) Provide asphalt or concrete driveway approach to Lot 1. X b) Slope of driveways shall not exceed 14% and shall be noted as such on the civils. X tei6 - filidrb"U'ri'd.. �_n� " K.Td X a) Provide on -site turnaround for Lots 1 & 2 to City Standards. - X •5 g. .4, y 'othdr,` utilities a) Provide all easements as required. X b) All lots shall access off private access road. X U';kk VL detlidtits N/A 4. N/A a) Public hydrant spacing shall meet requirements of ECDC 19.25. X b) Provide water service stub to each Lot X c) Connect to public water system. X mprove ents: 9. m , 4'; :7 a) Provide 6" sewer service lateral to serve Lots A & 13, with a 6" cleanout at the right-of-way line. Where sewer service lateral is shared by more than one lot, it shall be 6". X b) Provide new 4" side sewer to individual lots. X X ENGR RQMNTS-Spasojevic Vot SP 1 of 3 Required as a Condition of Subdivision Required as a Condition of SFR Building Permit Requirement Already Satisfied c) Connect to public sewer system. X 40. Storm Se_iive'r SVste;nfAmOrdVdm6n'ts:: t a) Provide a Stormwater Management report and plan. Compliance with ECDC 18.30 and 1992 Department of Ecology Stormwater Manual is required. X b) Construct privately owned and maintained storm detention system sized to provide adequate capacity for proposed and/or existing single family dwellings, associated impervious areas and street improvements in accordance with ECDC 18.30. Storm detention system to be located on private property. X c) Connect all new impervious surfaces to storm detention system as well as any existing surfaces created post 1977. X X d) Provide storm sewer stub to all proposed lots. X e) Connect to public storm system X X a) Required for all services provided to proposed lot. X X .12 xcava o i"? �nv 31 a) Submit a grading plan as part of engineered site plan. X X b) Submit grading plan for foundations with building permit. X ignag a) Provide fire and aid address signage. X 14 p;Zvs M urvey oficifii6ritition, kt gyp,r" ed (ber Ord.;:S 'ii 12. a) N/A a) Provide an as -built drawing of all street and utility improvements both in dwg format and a hard copy. X X a) Plat showing lots, easements, legals, survey information X X b) Legal documents for each lot X c) Field stake lot corners (by professional surveyor) X d) Field stake utility stubs at property lines X e) Clustered mailbox location per Postmaster X Q Maintenance agreements X g) Traffic Impact Analysis X 17. f b) Storm system development charge $428.00 X c) Sewer connection fee $730.00 X d) Water connection fee $908.00 X e) Water meter fee - 3/4" meter $550.00 X f) Traffic mitigation fee per SFR $840.72 X g) Short Plat review fee $1,000.001 X ENGR RQMNTS-Spasojevic Not SP 2 of 3 Required as a Required as a Condition of Requirement Condition of SFR Building Already Subdivision Permit Satisfied h) Inspection fee (2.2% of improvement costs) TBD x �eani��onsaeui Engineering Program Manager, CITY OF EDMONDS Xa4A,26, 2010 Date ENGR RQMNTS-Spasojevic 2-lot SP 3 of 3 p JAN 22 2010 A// Wx U u;'fi-e d U9 .) ck �-7b�' Attachment 8 S. 7 97, Plod f PLN-2009-0004 l�n1�� Sh CamCgSf- n� a+ - Cw — a V C -0:. Z a1 N M a t� i� O O = L O A C .� C i C� fi 0 0 fi O 0 0 N O CD .�CD E _ a� E c U N N O .: U D_ O = fn W C .Q U Cu CD L- CL CL) -a o Q ZD E a- c C o Q N 5 (D N UO ' a) U _ �- _ •�•� O O DO C O W Cr a_1 y=� N IM 0 T C Cin ~ :C 0 Ot 3 h N d C . +-� C �r = O O M N 00 O WM O u C C L 4) a i•x V DCL N CU s d v v t� u. -- •�vC�+•d in •N a c C O O Cu Ca 0 Q Q U = U Q Q J 0 a)O Q Q O E M cu E Cu o 0 0 Q o c E AO N �... E N Cl LL O c.o _ Nm ^c on 0 0 •� o �"•g d 3 o 17�y �% U" c C R O-., O y C � CS.': L 7b . o.�• Lyc. E �'O _- R O > d u .: O^ C y U+ G1 L Z>m O O �,o z2= Ed Cd 00 O .0 16. O +� �. O O _ ++ O tu oLn ° b o �. o = ° a o. 73 . Z Attachment 9 PLN-2009-0004 Ca - 40 FILE NO.: PLN20090004 Applicant: Spasojevic DECLARATION OF POSTING On the 19th day of January, 2010, the attached Notice of Public Hearing was posted at the Civic Center, Library and Public Safety buildings. I, Michael Clugston, hereby declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct this 19th day of January, 2010, at Edmonds, Washington. {BFP747893.DOC;1\00006.900000\ } Attachment 10 PLN-2009-0004 Affidavit of Publication STATE OF WASHINGTON, COUNTY OF SNOHOMISH } S.S. The undersigned, being first duly sworn on oath deposes and says that she is Principal Clerk of THE HERALD, a daily newspaper printed and published in the City of Everett, County of Snohomish, and State of Washington; that said newspaper is a newspaper of general circulation in said County and State; that said newspaper has been approved as a legal newspaper by order of the Superior Court Snohomish County of and that the notice NOTICE OF DEVELOPMENT APPLICATION?arar 111. NAME OF APPLICANT: ' ' ,, Cheryl Spaso]6vio FILE NO. C}is p` eve PLN-2009-0004• -r PROJECT LOCATION, 17626.Olymplc View Drive.h� 'square Notice of Development Application PROJECT DESCRIPTI N;a Divide., -existing.. 32,736 «toot parcel currently contaming two single faily dwellings Into Single -Family Residen�ial (RS-8). twalots.aThe site Is ionetl ;.CITY CONTACT fit 18 -. -K: • R9 <� Mike Clugston ' ;., v ', , - . =, Cheryl SpaSojevic _ RECEIVED JAN 2 7 2010 EVE CITY CLERK Account Name: City of Edmonds No. PLN-2009-0004 a printed copy of which is hereunto attached, was published in said newspaper proper and not in supplement form, in the regular and entire edition of said paper on the following days and times, namely: January 19,2010 and that said newspaper was regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this day of Ja Notary Public in and N&hState of V County. 19th � Account Number. 101416 e, I OF 0001682021 Attachment 11 PLN-2009-0004 i FILE NO.: PLN20090004 Applicant: Spasojevic DECLARATION OF MAILING On the 15th day of January, 2010, the attached Notice of Public Hearing was mailed by the City to property owners within 300 feet of the property that is the subject of the above -referenced application. The names of which were provided by the applicant. I, Diane Cunningham, hereby declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct this 15th day of January, 2010, at Edmonds, Washington. Signed: {BFP747887.DOC;1\00006.900000\ } Attachment 12 PLN-2009-0004 A loc.1890 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: wwwxi.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering January 6, 2011 Cheryl Spasojevic 17626 Olympic View Dr. Edmonds, WA 98026 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Fire District No. 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Allied Waste Comcast Cable GARY HAAKENSON MAYOR This letter is to inform you that due to a recent subdivision, 17626 Olympic View Drive, Edmonds, has been retired from the City of Edmonds address system. It has been replaced with the following addresses: Occupancy: Residential Tax ID Number: 00513100015415 Subdivision: PLN20090004 Spasojevic Short Plat Lot 1-17716 Olympic View Dr. Lot 2 —17734 Olympic View Dr. If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, cJ4/(,arie 7l Ilison Senior Permit Coordinator Edmonds Building Department Snohomish County, WA Assessor Parcel Data Page 1 of 2 SnohornishOnline Gavernmont Informatllan & Services County Washington R E A L* Property Information County Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact Us. Date/Time:1/5/2011 2:29:32 PM Answers to Frequently Asked Questions about Parcel Data (opens as new window) Return to Property Information Entry page Parcel Number 00513100015415 Prev Parcel Reference 51310001541508 View Man of this parcel (opens as new window) General Information Taxpayer Name II Address (contact the Treasurer if you have questions) SPASOJEVIC CHERYL 1117626 68TH AVE W - - - EDMONDS, WA 98026 If the above mailing address is incorrect and you want to make a change, see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) SPASOJEVIC CHERYL 1117626 68TH AVE W - - - EDMONDS, WA 98026 If the above name and address is incorrect due to a recent sale, please see the information on Name and Address Changes After a Sale Street (Situs) Address (contact the Assessor if you have questions) 17626 OLYMPIC VIEW DR - - - EDMONDS, WA 98026-5636 Parcel Legal Description MEADOWDALE BEACH BLK 000 D-15 BLDG ONLY ON DFP - TR 154 EXC W 408FT AS MEAS FR W LN AND EXC N 467FT AS MEAS DR S LN OF RD REFER TO 5131-000-154-0807 FOR REMAINDER Go to top of page Treasurer's Tax Information For answers to questions about Taxes, please go to Treasurer's Property Information (will need parcel number) Go to top of page Assessor's Property Data Characteristics and Value Data below are for 2010 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made.on the property tax bill. Tax Year 2011 Market Land $0 Market Improvement $62,0001 Market Total $62,000 Go to top of page -http://web5.co. snohomish.wa.us/propsys/Asr-Tr-PropInq/PrpIng02-ParcelData.asp?PN=005... 1 /5/2011 Snohomish County, WA Assessor Parcel Data Page 2 of 2 Property Value History and Levy Rate History View Histo (opens as new window) Go to top of page Property Characteristics Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window) Use Code 111 Single Family Residence - Detached Size Basis ACRE Size 0.00 (Size may include undivided interest in common tracts and road parcels) Go to top of page Property Structures Type Yr.Built Structure Description Dwelling 1991 1 Story View Structure Data (opens as new window) Go to top of pane Property Sales since 7/31./1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Price Excise Deed Grantor (Seller) Grantee (Buyer) Other Date Date Number Type Parcels 11/24/2002 1/23/2003 $0 277612 X SPASOJEVIC MIRKO SPASOJEVIC CHERYL No Go to top of page Property .Maps Township/.Range/Section/Quarter, links to maps Neighborhood 1504000 Explanation of Neighborhood Code (opens as new window) Township 27 Range 04 Section 08 Quarter SW Find parcel maps for this Township/Range/Section View Map of this parcel (opens as new window) http://web5. co. snohomish.wa.us/propsys/Asr-Tr-PropinglPrping02-ParcelData. asp?PN=005... 1 /5/2011 n 1 . 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IN CASE 0.4' BELOW I SURFACE I 'I I I I I-- --._ ------ I Nlwl I �I zl I b I co ' z I �I I a 1 W I I co�• � I. I-o OK4X'TERRY HOLT 1•� N I ti0M I � OKNER: CHARLENE BLANKENSHIP I 0 ,F 0� ,lu 30 I FN CK IN 3' CONC. MON. I a1N 1.0' BELOW SURFACE — I ro OMM.-CA7ME BAUGH I 10 AGE I tiaR 1�gg g FND 3' BRASS PIN \ SB822'24� 235.OB• ON SURFACE 178TH PLACE SW i 1 a60' L ONE INCH AT'AULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY .DEC 17 2009 SOUTHEAST 114 OF THE SOUTHWEST 114 SEC77ON d TOIWSHIP 27 NORM. RANCE 4 EAST, W.AL 0 O Z O n O C cn M D m a m to pi v CD H y C CD a O0(n CD Q c a n O y :3 O fD M c)<� � 0) -4 O0);q � OOD O r D m p C) CO �m o m 0 X m 0 O z 0 0 2) N n aCD -1 C o 0 0 G O � O � war �o O co00 o (A)�(0 cn h 0 RE rn i7 rn