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FOR REFERENCE RESUB1 BLD2023-1599+SP INFO 4.22.2024_4.06.10_PM+4211836MEADOWDALE SHORT PLAT ORIGINAL LEGAL DESCRIPTION: LOT 1, PLAT OF MEADOWDALE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 51, RECORD OF SNOHOMISH COUNTY, WASHINGTON. COVENANTS, CONDITIONS, AND RESTRICTIONS: 1) ANY TREE CUTTING ON THE SITE MUST BE CONSISTENT WITH THE REQUIREMENTS OF ECDC CHAPTER 18.45. ADDITIONALLY, ALL TREES RETAINED DURING THE DEVELOPMENT PROCESS AND TREES LOCATED ON ADJACENT PROPERTIES MUST BE PROTECTED ACCORDING TO THE PERFORMANCE STANDARDS FOUND IN ECDC 18.45.050.H. 2) CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE NO. PLN20170057 IN THE CITY OF EDMONDS PLANNING DIVISION. 3) SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENT, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PAT OF MEADOWDALE SOUND VIEW TRACTS RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 51. 4) SUBJECT TO A DISTRIBUTION SYSTEM EASEMENT, AND THE TERMS AND PROVISIONS THEREOF, AS RECORDED UNDER AFN. 200711060643. 5) A PERMANENT ACCESS EASEMENT IS HEREBY GRANTED TO THE CITY OF EDMONDS FOR ACCESS AND INSPECTION OF ANY AND ALL AREAS WITHIN LOT 1 AND 2 OF THIS SHORT PLAT THAT MAY NOW, OR IN THE FUTURE, CONTAIN ANY STORMWATER MANAGEMENT FACILITIES AND/OR SYSTEM(S), INCLUDING ALL APPURTENANCES THEREFORE AND THERETO. SAID ACCESS EASEMENT SHALL BE FOR INSPECTION PURPOSES TO ENSURE THAT STORMWATER FACILITIES AND/OR SYSTEM(S) ARE PROPERLY OPERATED AND MAINTAINED IN ACCORDANCE WITH CITY OF EDMONDS CODE. KNOW ALL PERSONS BY THESE PRESENTS THAT DUNCAN SPENCE AND STEPHANIE SPENCE, A MARRIED COUPLE, THE UNDERSIGNED OWNER(S), IN FEE SIMPLE OF THE LAND HEREBY SHORT SUBDIVIDED, AND HEREBY DECLARE THIS SHORT PLAT FILE NUMBER PLN20170057 AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, AVENUES, PLACES AND SEWER EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE SHORT PLAT AND THE USE FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON LOTS, BLOCKS, TRACTS, ETC. SHOWN ON THIS SHORT PLAT IN THE REASONABLE ORIGINAL GRADING OF ALL THE STREETS, AVENUES, PLACES, ETC. SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. ALSO, ALL CLAIMS FOR DAMAGE AGAINST ANY GOVERNMENTAL AUTHORITY ARE WAIVED WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION, DRAINAGE, AND MAINTENANCE OF SAID ROADS. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE DIVERTED OR BLOCKED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGHTS -OF -WAY TO HAMPER PROPER ROAD DRAINAGE. THE OWNER OF ANY LOT OR LOTS, PRIOR TO MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM AFTER THE RECORDING OF THE SHORT PLAT, MUST MAKE APPLICATION TO AND RECEIVE APPROVAL FROM THE SNOHOMISH COUNTY DEPARTMENT OF PUBLIC WORKS FOR SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAINS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER, AFTER ACQUIRING NECESSARY PERMITS FROM THE DEVELOPMENT SERVICES DEPARTMENT, IF REQUIRED, AND SUBJECT TO ANY OTHER EXISTING PERMITTING REQUIREMENTS THEREFORE. )I- , A cc�v�bw)� W/o 2u: D AN SPENCE IL I CATED STEPHANIE SPENC DATED CERTIFICATION: WE CERTIFY THAT WE, DUNCAN SPENCE AND STEPHANIE SPENCE, A MARRIED COUPLE, AM THE LEGAL OWNERS OF INTEREST IN THE PROPERTY HEREIN DESCRIBED, WE HEREBY CERTIFY THAT THIS SUBDIVISION, WITH THE DECLARATIONS AND CONDITIONS CONTAINED HEREIN, IS MADE OF OUR FREE CONSENT AND ACCORDING TO OUR DESIRES. 1 � D NCAN SPENCE "" DATED STEPHANIE SPENCCj DATED ACKNOWLEDGMENT: STATE OF WASHINGTON COUNTY OF WASHINGTON �Ss I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DUNCAN SPENCE, IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATE: SIGNATURE: ���P' ROTHF 11�f PRINT NAME:/ NOTARY PUBLIC JN AN,D FO� THIE STATE OF WASHINGTON p H� i RESIDING AT �,y��iYVI�L' !!i W14 -0 201996 MY APPOINTMENT EXPIRES y ��'/i�, ll 9 A9 Z6 ACKNOWLEDGMENT: �OF wAs`��-�+ xgj;STATE OF WASHINGTON �Ss COUNTY OF WASHINGTON I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEPHANIE SPENCE, IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE US AND PURPOSES MENTIONED IN THE INSTRUMENT. ��NN\\�` \`%%I1 ��Q►R�, DATE: U � /rr� 2G'ZJ G SIGNATURE: u� ar 20 Ry SAS i 50 bra /�'Ucfs 201998 PRINT NAME: i c> G 2 i tP 4i V B\-` - p - _- �/� NOTARY PUBLIC .IN AND FOR THE STATE OF WASHINGTON WI 4��9.093Z '� // 2F �i��"` RESIDING AT L�AIAIWUUG?. MY APPOINTMENT EXPIRES - HOLD HOLD HARMLESS AGREEMENT: OWNER, AND ALL PERSONS HAVING PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY, AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. APPROVALS: xgj;THE SUBJECT FINAL PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND ALL CONDITIONS THE PRELIMINARY APP OVAL AND IS APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS DIRECTOR`` Ot DEVELOPMENT SERVICES BY: DIRECTOR PLANNING AND DEVELOPMENT THIS PA- DAY OF 2023. xgj;THE SURVEY DATE, LAYOUT OF STREETS, ALLEYS AND OTHER RIGHT-OF-WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEM AND OTHER STRUCTURES ARE APPROVED, AND THE SUBJECT FINAL PLAT IS AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS DIRECTOR OF PUBLIC WORKS BY: 00, PLN20170057 SW1/4 OF SW1/4, SEC. 8, TWP. 27 N., RGE. 4 E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS: LOT 1 THAT PORTION OF LOT 1, PLAT OF MEADOWDALE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 51, RECORD OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE NORTH 89`11'10" WEST, ALONG THE SOUTHERLY LINE THEREOF, A DISTANCE OF 124.66 FEET; THENCE NORTH 00'48'50" EAST, A DISTANCE OF 112.64 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 1; THENCE SOUTH 87°53'40" EAST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 120.37 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 01'26'29" EAST, ALONG THE EASTERLY LINE OF SAID LOT 1, A DISTANCE OF 110.01 TO THE POINT OF BEGINNING. LOT 2 THAT PORTION OF LOT 1, PLAT OF MEADOWDALE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 51, RECORD OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE NORTH 89.11'10" WEST, ALONG THE SOUTHERLY LINE THEREOF, A DISTANCE OF 124.66 FEET; THENCE NORTH 00'48'50" EAST, A DISTANCE OF 112.64 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 1; THENCE SOUTH 87'53'40" EAST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 120.37 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 01'26'29" EAST, ALONG THE EASTERLY LINE OF SAID LOT 1, A DISTANCE OF 110.01 TO THE POINT OF BEGINNING. EXCEPT THE EASTERLY 10.00 FEET OF SAID LOT 1. DEDICATION THE EASTERLY 10.00 FEET OF LOT 1, PLAT OF MEADOWDALE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 51, RECORD OF SNOHOMISH COUNTY, WASHINGTON, STORMWATER LOW IMPACT DEVELOPMENT COVENANT: THIS ;2_DAY OF • LOT 2 CONTAINS AN INFILTRATION TRENCH, ALSO KNOWN AS AN "LID BMP", WHICH MANAGES SOME --fr -- �✓c ( 2023. OR ALL OF THE IMPERVIOUS OR NON-NATIVE PERVIOUS SURFACES ON THE PROPERTY. "LOW IMPACT " MEANS DEVELOPMENTOR COUNTY TREASURER'S CERTIFICATE: C MPLETELYTPREVENT ALTERATIONS TOOTHE UNATURAL HYDROLOGY OFIN A WAY THATEKS THETSIE. LOIWEIMPACT xqj;l, TREASURER OF SNOHOMISH COUNTY, DO HEREBY CERTIFY THAT ALL ASSESSMENTS ON THE WITHIN DEVELOPMENT INCLUDES SITE PLANNING AND DESIGN TO REDUCE ALTERATIONS OF NATURAL SOIL AND DESCRIBED TRACT OF LAND HAVE BEEN FULLY PAID AND DISCHARGED AS OF `a3 2023. VEGETATION COVER, MINIMIZE IMPERVIOUS SURFACES, AND SPECIFIC PRACTICES THAT HELP TO C20S 13 L 0 © 000 ( Q 0 REPLICATE NATURAL HYDROLOGY SUCH AS PERMEABLE PAVEMENTS, GREEN ROOFS, SOIL AMENDMENTS, R SNo BIORETENTION SYSTEMS, AND DISPERSION OF RUNOFF. • THE OWNERS SHALL MAINTAIN THE SIZE, PLACEMENT, AND DESIGN OF THE LID BMP AS DEPICTED ON THE APPROVED CIVIL CONSTRUCTION PLANS AND DESIGN DETAILS SHALL BE MAINTAINED AND MAY T SURER, SNOHOMISH CO NTY ; ' ®FfiICf''°•��N NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE ENGINEERING DIVISION OF THE CITY OF EDMONDS OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM THE CITY OF EDMONDS. CHEMICAL FERTILIZERS CMP IS LOCATED. ALL SURVEYOR'S CERTIFICATE: * ® MAINTENANCEAND ANDPREPIIIRES SHALL SHALLNOT BE TTHEUSED SOLEWHERE RE RESPONSIBILITYLID OFOF THE OWNERS. COSTS OF THIS A CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER M L z THE OWNERS SHALL INSPECT LID BMPS ANNUALLY FOR PHYSICAL DEFECTS. AFTER MAJOR STORM DIRE 10 IN CONFORMANC THE REQUIREMENTS OF THE SURVEY �• ' \i' 2 • RECO DIN ACT AT THE RE S OF DUNCAN SPENCE, IN JULY, 2022. FA L b EVENTS, THE SYSTEM SHALL ALSO BE CHECKED TO ENSURE THAT THE OVERFLOW SYSTEM IS S �•``'•••.......••'" WORKING PROPERLY. THE OWNERS ALSO SHALL MAINTAIN ALL LID BMPS SO THEY FUNCTION AS GO DESIGNED DESIGNED ON A YEAR-ROUND BASIS. v[+" STORMWATER MITIGATION FOR LOT 1 WILL BE PROVIDED UNDER A SEPARATE BUILDING PERMIT WHEN THE PROPERTY IS REDEVELOPED, AND A SEPARATE STORMWATER COVENANT WILL BE REQUIRED DARREN J. RIDDLE, P.L.S. - CERT. NO. 37536 DATE AT THAT TIME. PROFESSIONAL LAND SURVEYOR RECORDING CERTIFICATE: FILED FOR RECORD AT THE REQUEST OF DARREN J. RIDDLE THIS — DAY OF M 0 2023, AT q 1 MINUTES PAST i—O A.M. AND RECORDED IN VOLUME- OF A-p/a,$: PAGE -- , RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 0a,4- . Fell SNOHOMISH COUNTY AUDITOR DEPUTY COUNTY AUDITO SHEET: 1 of 2 w a a. DATE 03/28/2023 z J 0 17-0523 0 z Z 0 w 202305035001 SHORT PLAT MAP Rec: $287.50 51312023 10:41 AM 2 PG SNOHOMISH COUNTY, WA STORMWATER PROVISIONS: STORMWATER MITIGATION FOR LOT 1 DRIVEWAY IS INFILTRATION. AN EQUIVALENT OF THE DRIVEWAY AREA COMBINED WITH THE ROAD WIDENING AREA IS DIRECTED TO THE INFILTRATION TRENCHES ON LOT 2. STORMWATER MITIGATION FOR LOT 2 INCLUDES INFILTRATION FOR ROOFLINE IMPERVIOUS AND PERVIOUS PAVEMENT/CONCRETE FOR DRIVEWAY/PARKING AREAS. STORMWATER FEATURES SHALL BE MAINTAINED ACCORDING TO THE STANDARDS FOUND IN THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW 2019). SEE APPROVED PLANS AND DRAINAGE REPORT THAT ARE ON FILE WITH THE CITY OF EDMONDS UNDER PFN #20170057. STORMWATER SYSTEM CAPACITY: FOR THIS PERMIT LOT 2 IS ALLOWED AN IMPERVIOUS TOTAL OF UP TO 4,384 SF. LOT 1 IS ALLOWED A NEW ASPHALT SURFACE DRIVEWAY OF UP TO 216 SF. SEE THE APPROVED DRAINAGE REPORT ON FILE UNDER PFN #20170057. Pacific Coast Surveys, Inc. LAND SURVEYING &MAPPING P.O. BOX 13619 MILL CREEK, WA 98o82 PH. 425.512•7099 FAX 425.357.3577 www.PCSurveys.net INDEXING DATA: SW1/4, SW1/4, SEC. 8 ,TWP. 27 N ,RGE. 4 E W.M. rA ww GROUP t®UR Inc. // Civil Engineering Land Use Planning 71 Project Management P.O. BOX 105911901 VERNON ROAD SUITE "A•, LAKE STEVENS, WA 96258 (425)408-1152 * FAX(425)877-1341 * www.GRP4.com CITY OF EDMONDS SHORT PLAT FOR DUNCAN & STEPHANIE SPENCE CITY OF EDMONDS. SNOHOMISH COUNTY WASHINGTON MEADOWDALE SHORT PLAT PLN20170057 SW1/4 OF SW1/4, SEC. 8, TWP. 27 N., RGE. 4 E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON --___ ----------------- ---------------------� 176TH ST M SW i (PUBLIC ROAD) FOUND CASED CONC MON W/ 1.5" BRASS DISK W/ "X" N87'53'40"W DOWN 1.2' VISITED 9/08/22 0 340.04' N FOUND 1/2" REBAR W/ CAP FOUND N87`53'40"W 320.00' 1/2" REBAR W/ CAP "G4 30450" 0.08'SxO.09'E OF "G4 30450" 0.05'SxO.03'E OF PROP. CORNER 9-22-22 r- Nto N co Ie CV ►A FOUND 1/2" REBAR W/ CAP "G4 30450" 0.08'SxO.02'E OF PROP. CORNER 9-22-22 SCALE: 1 " = 20' SURVEY NOTES: 1. EQUIPMENT USED: GEOMAX CR2 TOTAL STATION (2" DIRECT READING THEODOLITE WITH E.D.M.) 2. METHOD: FIELD TRAVERSE 3. MONUMENTS VISITED: AS SHOWN 4. PRECISION OF CONTROL TRAVERSE IS AT A HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC, 332-130-090. 5. TOTAL SITE AREA = 36,288 SF (0.83 AC) LOT 1 22,659 SF (GROSS & NET) #7210 176TH ST SW 194.97' PARCEL NO. 005136-000-002-00 REFERENCES: (P) PLAT OF MEADOWDALE SOUND VIEW TRACTS, VOL.11, PG.51 BASIS OF BEARINGS: BASED ON THE MONUMENTED CENTERLINE OF 72ND AVENUE WEST. HELD THE LOCATION OF THE FOUND MON. IN CASE AT THE INTERSECTION OF 72ND AVENUE WEST & 176TH STREET SW WITH THE FOUND MON. IN CASE AT THE INTERSECTION OF 72ND AVENUE WEST & SOUNDVIEW DRIVE. BEARING = N 01'26'29" W BASED ON THE PLAT OF MEADOWDALE SOUND VIEW TRACTS, VOL.11, PG.51 199.63' 1 w 0 !n `o to 00 N io r- z MEADOWDALE VIEW TRACTS VOL.11, PAGE 51 SHEET: 2 of 2 DATE:03/2812023 17-0523 N89'11'10"W 319.63' uj Q a uj D O 2 SURVEY LEGEND MONUMENT IN CASE AS NOTED o SET 1/2" X 24" REBAR & CAP STAMPED "L.S. 37536" • FOUND REBAR & CAP/IRON PIPE AS NOTED (M) MEASURED BEARING/DISTANCE (P) PLAT SURVEY BEARING/DISTANCE 0 z 0 z O W w PROP. CORNER 9-22-22 110.35' , I � I 10.02' i I i e i lb 20' i I i 10' R.O.W. DEDICATION , 5' I I rn EX. 5' DISTRIBUTION --I i LOT 2 EASEMENT PER I j 12,528 SF (GROSS &NET) AFN. 200711060643 z , #17606 72ND AVE W �0C I0 i - -*i ;u i IC z lb, 20' v - i I i i i 10.01' 114.66' 20.02' 30.02' PARCEL NO. FOUND 1/2" REBAR W/ CAP 005136-000-002-01 "G4 30450" 0.06'Sx0.00'E OF-1/30' I PROP. CORNER 9-22-22 , S O Alt) f^ , V V �R FOUND CASED CONC MON W 1.5" BRASS DISK W/ "X" DOWN 0.5' VISITED 9/08/22 Pacific Coast Surveys, Inc. LAND SURVEYING &MAPPING P.O. BOX 13619 CREEK, WA 98o82 PH. Z.ILL 512.7099 FAX 425.357.3577 www.PCSurveys.net 30' '11 30' INDEXING DATA: SW1/4, SWIM, SEC. 8 ,TWP. 27 N ,RGE. 4 E W.M. f A`* CROUP FOURInc. Civil Engineering Land Use Planning Project Management P.O. BOX 1059 / 1901 VERNON ROAD SUITE "A", LAKE STEVENS, WA 98258 (425)408-1152 * FAX(425)677--1341 * www.GRP4.com CITY OF EDMONDS SHORT PLAT FOR DUNCAN & STEPHANIE SPENCE CITY OF EDMONDS, SNOHOMISH COUNTY WASHINGTON