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June 6 resub plans.pdfTn v ; SHORT PLAT 0 o Qoo NO. PLN 20150059 NE CORNER OF SECTION 36 v S88'27'30"E R. RUSKIN FISHER FOUND MONUMENT IN CASE H v E E 2628.56' R. RUSKIN FISHER 1H BRASS DISC, DOWN 0.5' E o 0 EDMONDS, WASHINGTON - - ASITED 1/23/2015 v 1314.28' 1314.28' o If3 4i in o 3 _ a r I w a DEDICATION /� Q KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE �C` _� � w o; m 0 LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC Gam/ N N v REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE bi yNj = U co USE OF THE PUBLIC FOR- EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE I ,1 /^� E 2�16 THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY d � ` 1V SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE Z r N v GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DEVELOPMENT ER GI s ' _ -- z c - u? a- N 88'23'27" W 2661.83' DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT m R _ 0 i� c PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN �- CALC'D Z 1883.71' _ WHICH CASE I DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS 70 THE PERSON OR w� 778.12' CALC'D < ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. I w m� o FURTHER, THE UNDERSIGNED OWNER OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR p HERSELF, HER HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE < UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF EDMONDS, ITS ZN I IN SITE vi in p SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, o OR MA04TINANCE OF ROADS AND/OR DRANAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER ro Z I` THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. m m N M N FURTHER, THE UNDERSIGNED OWNER OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR I N HERSELF, HER HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF EDMONDS, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY I y diJ1 ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR q MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND �, I INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF EDMONDS, ITS 1347.55' _� _ 1347.55' C7 3 SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF EDMONDS, ITS N8899'30"W R. RUSKIN FISHER I E ER QUARTCORNER SECTION 36 SUCCESSORS OR ASSIGNS. I 2695.09' R. RUSKIN FISHER FOUND MONUMENT IN CASE�1i THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE TH BRASS PIN, DOWN 0.8' WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNER. VISITED 1/23/2015 IN WITNESS WHEREOF I SET MY HANDS AND SEALS. A CONTROL MAP Z ACKNOWLEDGEMENT: N SCALE: 1" = 500' o APPROVALS THE SURVEY DATE, LAYOUT OF STREETS, ALLEYS AND OTHER METHOD OF SURVEY: LLJ a RUSSELL C. CRANNY DATE RIGHTS -OF -WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEM AND INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE OTHER STRUCTURES ARE APPROVED, AND THE SUBJECT FINAL SHORT PLAT MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE Q IS AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS ENGINEERING ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC Q � O DIVISION BY: 332-130-090. J [� N UNDERGROUND UTILITIES z w STATE OF WASHINGTON ) BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND )SS THIS _ DAY OF , 2016 (` VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY N Z O W FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR O COUNTY OF SNOHOMISH ) UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL = � Q CD LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE N Q I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RUSSELL C. THE SUBJECT FINAL SHORT PLAT CONFORMS TO THE APPROVED UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE I LL M Q CRANNY IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON PRELIMINARY SHORT PLAT AND ALL CONDITIONS OF THE PRELIMINARY CONSTRUCTION. U ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO APPROVAL AND IS APPROVED AND AUTHORIZED FOR RECORDING BY: r Z BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED BASIS OF BEARINGS: Z N N THE EAST LINE OF SECTION 36, T, 27N, R,4E., W.M. BEARS N00'17'29"W PER J fYl IN THE INSTRUMENT. SECTION SUBDIVISION BY R. RUSKIN FISHER AND ASSOCIATES, INC. FOR PLATS OF O J N THIS _ DAY OF 2016 FIR MEADOWS NO. 8 (RECORDING NO 1334989) AND SUNNY RIDGE (RECORDING CJ O O GIVEN UNDER MY HAND AND OFFICIAL SEAL NO 1879741) L'i Lij � z o THIS DAY OF 2016 LLJ LEGAL DESCRIPTION: W(j) THE NORTH 216.06 FEET, AS MEASURED ALONG THE EAST LINE OF THE EAST 140 O \ U FEET OF THE WEST 220.00 FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, ,— N � NOTARY PUBLIC IN AND FOR THE STATE CONDITIONS TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., 11_ Q EXCEPT THE NORTH 30.00 FEET, AND EXCEPT THE WEST 30.00 FEET LLJ RESIDING AT_______________________ CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE ~ z MY COMMISSION EXPIRES: FINAL APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE NO. (ALSO KNOWN AS LOT 1 OF SHORT PLAT NO. ZA 8803085 RECORDED UNDER PRINT NAME: _______________________ _-- IN THE CITY OF EDMONDS PLANNING DIVISION. RECORDING NO. 9009200399) t7 Z W 0 A.F. NO. Li RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE REFERENCES JOB NO.: 141438 1. SHORT PLAT NO, ZA 8802085, RECORDED UNDER RECORDING DATE: 6/3/16 FILED FOR RECORD THIS DAY OF__, 2016. AT M THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION NUMBER 9009200399, RECORDS OF SNOHOMISH COUNTY, IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE WASHINGTON DRAFTED BY: TLR IN BOOK OF SURVEYS. AT PAGE___, AT THE REQUEST REQUEST OF RUSSELL CRANNY IN AUGUST 2015. 2. SECTION SUBDIVISION BY R. RUSKIN FISHER AND CHECKED BY:SRM OF GEO DIMENSIONS, INC. ASSOCIATES, INC. FOR PLATS OF FIR MEADOWS NO. 8 (RECORDING NO 1334989) AND SUNNY RIDGE (RECORDING EDWIN J. GREEN, JR.. CERTIFICATE NO. 15025 DATE NO 1879741), RECORDS OF SNOHOMISH COUNTY, SCALE: 1" = 500 -- WASHINGTON AUDITOR DEPUTY AUDITOR 1 OF 3 SHORT PLAT NO. PLN20150059 II rn o Q°° N 16E EDMONDS, WASHINGTON SD SD W - w w w S —`' W '� w s• e o o p yp w w CB 250A RIY�395.42' � wV w w A. N 88'23'27' W C Yc n —SS-SS--SS Ss SS 8- 5 ss S 232ND STREET SW 0 (PER II ORD DINGSm pp I w ASPHALT DRIVE DRIVEWAY N 88'23' E EDGE OF 12" CRW �Q 2 2.3' W OF LINE ASPHALT f 18- 0 DRIVEWAY 1 COLO OL S' C Q AA COl �24 RR E Q EAVE CORNER �� N 0.6' W OF LINE ,�- 0 V i/ �q AFR u 1 c c \_� ED 24" FIR , 10 0 10 10 I 0 . r:.v. I 34" FIR•• BUILDING CORNER 18- FIR 34"-F 0 I i 2.3' W OF LINE ( IN FEET) I r 1 inch = 20 fL II 3ARJ WOOD FENCE ON LINE EARN VE COER I FOOTPRINT EDGE OF CONCRETE a(�.,# Cl. 4' E OF LINE O 4SOj I I 1,153 SFt 2.S E OF LINE UNDERGROUND UTILITIES 4y 61' % 26" CEDAR 'q�T BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS I I I f�k R`it� ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR PER CITY SIDE SEWER AS -BUILT I; 26" CEDAR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT �•: r,% WOOD FENCE CORNER MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING I } 2.W E OF LINE UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY 1 I pOp OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE II { Q CONSTRUCTION. EAVE CORNER I ROOF LINE W 0.3' E OF LINE i ` , VERTICAL DATUM: NAVD 88, POINT# SC30, ELEVATION=442.775, FOUND 4"X4" CONCRETE WOOD FENCE POST WITH INVERTED NAIL IN CASE, LOCATED AT THE INTERSECTION 1 2' W OF LINE --` - 12- I OF 236TH STREET SW, & 92ND AVENUE W, (ALSO KNOWN AS THE NE O c QUARTER CORNER ON THE E LINE OF SECTION 36). O I •`r,r=. - c O C Z L_ 48-� _ Y .Fl PP O PARCEL NO. 27033600116200 r I z , - 2(6') FIR LL O rlj { >- M ADDRESS: 9430 232ND AVE W., EDMONDS, WA { I �10' FIR Lu ZONING: RS-8 EDGE OF CONCRETE P / > Z ON LINE ( .' /CONCRETE 10" FIR Z O Lu PARCEL SIZE: 20,466 SF (0.47 ACRES) I 2 O G 9430 232ND AVE W r l _ P N r- a M Q c� I EDMONDS, WA 98020. r �10" FIR u tV cr'i Q 1 I FOOTPRINT I . U O Z Go0�%��6�,�0 = LEGEND I I 3,260 sFt QQ�a J N cV ,BUILDING I I{ r J �Q� 6 C7Q ` fYl w N CENTERLINE ROW I I ,� 6 G r^ C0� CLEANOUT } 2 r0 � BUILDING EAVE V C> (n O O a P h COL ❑ COLUMN I7,�0 �1 g OF LINE 2.0' E O N Z ('{) 100 CONTOUR (MAJOR) I I /I 0 Lu 02 Q� 1CONTOUR (MINOR) A . BUILDING EAVE CORNER U oo 2.2'N OF LINE& F— �-i --oFENCE LINE (WOOD) 1 d Gl I 1.3' E OF LINE Lu Z G� GAS METER D FENCE A GAS VALVE I WOOD FENCE CORNER IN88'23'27" W 110.03, — WOON OF LINEF -1 INLET (TYPE 250A) 1.0' S AND 0.1' E OF LINE \ V P ❑ POWER METER POWER OVERHEAD I WOOD FENCE `--I z p (OVERHEAD) 1.7' E OF LINE W Z PP O POWER POLE REBAR & CAP (SET, LS# 15025) N I � SET REBAR &CAP EO-D LS/ 15025 ROCKERY i E". i (TYPICAL) LLI SIZE TYPE o TREE (AS NOTED) MWO WATER MAINTENANCE I }� JOB NO.: 141438 IMC WATER METER I <� I IV WATER VALVE I o i �a DATE: 6/6/16 i 1 DRAFTED BY: TLR I CHECKED BY: SRM I SCALE: 1" = 20' A.F. NO. I i 2 of 3 SHORT PLAT NO. PLN20150059 EDMONDS, WASHINGTON SD CB 250A RIµ-395% (.— ss ss ss — 8" (PER R6�N PC (A "v c c I 0 ¢ o 0 Y W W— Wy -W W W W W o 0 � v v � m ss SS s. — N 88'23'27" W N o 232N� STREET SW C) P G G_ PG P PG' n' _ PC— '��_�—�G --PG p —P 0 v N u - 'PG 5tt I w N 88'23' 10.03' 'Y t 8- Fl 70 a M 9 _ e N o m Q \ V I N 240FIR E e N O t-- — ♦ �a. ram— — BSBL U FIR �■ 1 inch = 20 ft I 30" C OAR I I EXISTING 1, \ 5 BUILDING TO REMAIN �I 0 26" CEDAR y O I 26" CEDAR ai �• �O. •1, r,»- y p i { 02 \ PROPOSED LOT LINE I w 1 LOT 2 1 p I 9,653 SF 2 I° o i Z } x •::... r'h 1.6' O L _ _ 48- Z I I I pp 2(6•) FIR LOT 1 I I °10" FIR I P I 10,813 SF S I 10" FIR I I W G EXISTING I �10" FIR t BUILDING 8 m I " I I TO REMAIN I = I 1 I I I Ig J BSBL t I O " I ui � I N 88'23'27" W 110.03' 1 � II I ; i I 1 I z , I � a `R �Z ' ' i � I a ' I I � 1 1 I I t ' A.F. NO. SET REBAR & CAP GEC-D LSO 15025 (TYPICAL) Q LLI Q N rn Z Z Q Lu Z 'z Q tD Q �`VUm� a J O^ Z H m J N M In cV u Ln Z Q Ln �IflCUuJ � w z a a 0 0 w Ln Z O 0 W OB NO.: 141438 )ATE: 6/6/16 )RAFTED BY: TLR :NECKED BY: SRM ;CALE: 1" = 20' 3 of 3