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RECORDED FINAL SHORT PLATDECLARATION OF SHORT PLAT KNOWN ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER IN FEE SIMPLE AND MORTGAGES OF THE LAND HEREBY PLATTED, DO HEREBY DECLARE THIS SHORT PLAT, AS APPROVED BY THE CITY OF EDMONDS UNDER THE CITY OF EDMONDS FILE NUMBER PLN20180050, AS OUR FREE AND VOLUNTARY ACT AND DEED IN ACCORDANCE WITH OUR DESIRES. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS THIS S} DAY OF 0 2021 REAL PRO RTY FUNDING GROUP, LLC BY: RYK YOUNG ITS: ACKNOWLEDGEMENTS STATE OF LAft/ ) �> ) COUNTY OF h► SS) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RYKER YOUNG IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AS THE jYj 4 A OF REAL PROPERTY FUNDING GROUP, LLC AND ACKNOWLEDGED IT TO BE THE FRE AND VOLUNTARY ACT OF SUCH FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED I MSE 20 R II �T NAME: i(" \�j)j C_, NOTARY PU LI ANPFOR THE STATE MICHELLE C JORE OFF-��^ ��, NOTARY PUBLIC STATE OF WASHINGTON MY COMMISSION EXPIRES ��>'—` My Commission Expires June6,2021 HOLD HARMLESS AGREEMENT OWNERS, 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 ACT 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. STORM WATER LOW IMPACT DEVELOPMENT COVENENANT 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 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 AND PESTICIDES SHALL NOT BE USED WHERE LID BMP IS LOCATED. ALL COSTS OF MAINTENANCE AND REPAIR SHALL BE THE SOLE RESPONSIBILITY OF THE OWNERS. THE OWNERS SHALL INSPECT LID BMPS ANNUALLY FOR PHYSICAL DEFECTS. AFTER MAJOR STORM EVENTS, THE SYSTEM SHALL ALSO BE CHECKED TO ENSURE THAT THE OVERFLOW SYSTEM IS WORKING PROPERLY. THE OWNERS ALSO SHALL MAINTAIN ALL LID BMPS SO THEY FUNCTION AS DESIGNED ON A YEAR—ROUND BASIS. PUBLIC STORM WATER INSPECTION EASEMENT 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 LOT 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 PROPERTY OPERATED AND MAINTAINED IN ACCORDANCE WITH CITY OF EDMONDS CODE. ZONING INFORMATION EXISTING ZONING RS-8 ORIGINAL LEGAL DESCRIPTION THE EAST HALF OF TRACT 4 OF EAST EDMONDS ACRES DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 66, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TPN: 004312-000— 004-02 SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. NEW LEGAL DESCRIPTION (LOT 1) THE EASTERLY 80.50 FEET OF THE EASTERLY HALF OF TRACT 4 OF EAST EDMONDS ACRES DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 66, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. NEW LEGAL DESCRIPTION (LOT 2) THE EASTERLY HALF OF TRACT 4 OF EAST EDMONDS ACRES DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 66, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE EASTERLY 80.50 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TITLE ENCUMBRANCES LOCAL UC'IUMIrIIUN AKL t3AJLU UN IHL ULU NLHUtiLUC IIILE, LID. SUBDIVISION GUARANTEE ORDER NO. 5207157739 DATED MARCH 19, 2019 AT 8:00 A.M. 1-4. PERTAIN TO TAXES, DEEDS AND MATTERS OF TITLE EASEMENTS GRANTEE: PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMICH SOUNTY FRONTIER COMMUNICATIONS NORTHWEST, INC. PURPOSE: DISTRIBUTION EASEMENT RECORDED NO: 202005200258 REFERENCES 1. EAST EDMONDS ACRES DIVISION NO. 2, VOLUME 12 OF PLATS, PAGE 66 2. ROS REC. NO. 201712225004 3. ROS REC. NO. 7904090171 4. HALOWOOD, VOLUME 33 OF PLATS, PAGE 91 5. PARKSIDE HEIGHTS, VOLUME 34 OF PLATS, PAGE 77 6. SP REC. NO. 961008 158 7. SHALMAR PARK, VOLUME 22 OF PLATS, PAGE 69 (ALL RECORDS OF SNOHOMISH COUNTY AUDITORS OFFICE) RESTRICTIONS 1. CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE PLN20180050 IN THE CITY OF EDMONDS PLANNING DIVISION. 2. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT. 3. A SUBDIVISION APPROVAL IS BASED ON THE RECORD TITLE AND DOES NOT CONFIRM, LIMIT, WAIVE OR OTHERWISE DETERMINE TITLE TO LAND. THE SUPERIOR COURT OF SNOHOMISH COUNTY HAS EXCLUSIVE JURISDICTION TO TRY TITLE TO REAL PROPERTY. SURVEY NOTES 1. SHOULD THERE BE EVIDENCE OF LAND OCCUPATION SUCH AS FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES, LANDSCAPING, ETC. MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. THE OWNER OR POTENTIAL PURCHASER SHOULD CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTENTIAL BOUNDARY DISPUTES. 2. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES, SHOULD THERE BE ANY. WHERE AMBIGUITIES ARE NOTED, THE OWNER OR POTENTIAL PURCHASER SHOULD CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. FN 500 �1 YOUNG SHORT PLAT - 83RD SW 1/4, NE 1/4, SEC. 19, TWP. 27 N., RGE. 4 E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON CITY OF EDMONDS APPROVALS THE SUBJECT FINAL PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND ALL CONDITIONS OF THE PRELIMINARY APPROVAL AND IS APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS DEVELOPMENT SERVICES DIRECTOR. SHAN OPE THIS DAY OF �`� {� 2021 THE SURVEY DATE, LAYOUT OF STREETS AND ALLEYS AND OTHER RIGHTS —OF —WAY, DESIGN OF BRIDGES, SEW D WATER SYSTEM AND OTHER STRUCTURES ARE APPROVED, AND THE SUBJECT FINAL PLAT IS UTHOR�l ED FOR RRIDING BY THE CITY OF EDMONDS DIRECTOR OF PUBLIC WORKS. PHIL WILLI THIS Z Z AY OF pr'i 2021 TREASURER'S CERTIFICATE I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING T'Q TUE BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING TAXES. Qri7,�.Yt Srn leiy (4- �✓ 7-24 TREASURER, SNOHOMISH COUNTY DEPUTY COUNTY TREASURER ACCOUNT NUMBER 00431200000402 AUDITOR'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF AXIS SURVEY AND MAPPING THIS ff DAY OF Q-V 20 ZL AT 09 MINUTES PAST AND RECORDED IN VOLUME / OF PLATS, PAGE �. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SNOHOMISH COUNTY AUDITOR DEPUTY COUNTY AUDI LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE CITY OF EDMONDS SHORT PLAT NO. PLN20180050 IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTIONS 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUES AND REGULATIONS GOVERNING PLATTING. A;WA 4/20/21 MITCH T. VANS DATE CERTIFICATE NO. 38011 — -y—y `4,19,1b' _ YOUNG SHORT PLAT — 83RD N89'09'16"W 334_33' — — _ 333.33'MEAS FND PUNCH MARK IN 1-1/4" DISC IN CASE, DN. o.s' SW 1/4, NE 1/4, SEC. 19, TWP. 27 N., RGE. 4 E., W.M. (4/19/18) CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FND 'X' IN 1-5/8" DISC IN CASE, DN. 0.2', STAMPED LS#28074 (4/19/18) Mpolo 00431200000000003 TIPH 0 0000 44312 0000 0 00as LOT INFORMATION SITE AREA: 19,835 SQ. FT. (0.45 AC) LOT 1 20114 83RD AVE W GROSS AREA: 10,493 SQ. FT. NET AREA: 8,858 SQ. FT. LOT 2 20118 83RD AVE W GROSS AREA: 9,342 SQ. FT NET AREA: 9,342 SQ. FT IMPERVIOUS SURFACE DATA LOT 1 AREA=10,493 SF IMPERVIOUS SURFACE AREA =4,699 SF LOT 2 AREA =9,342 SF IMPERVIOUS SURFACE AREA =3,590 SF LEGEND 16 Tl IM 0 00 014 3i1200 00 0000 5001 O FOUND EXISTING CORNER AS DESCRIBED ® FOUND MONUMENTIN CASE 38( SET MAG NAIL WITH LS WASHER • SET REBAR AND CAP "AXIS 38011" BSBL BUILDING SETBACK LINE (*SEE NOTE SHEET 1) �7 °(56 �Q qn � FND 'X' IN 3" DISC IN 4" DIA. CONC MON IN CASE, DN. 0.6' ® INTX. 83RD AVE W & 202ND PL SW (4/19/18) AF N 2-L2,l 0'5 1 D lj- 0 0 4 \NA L L ANC N Ln N GRAPHIC SCALE 20 10 0 20 40 1"=20' BASIS OF BEARING HELD A BEARING OF NORTH 00'24'16" EAST ALONG THE CENTERLINE OF 83RD AVE. W. BETWEEN THE MONUMENTS FOUND AT THE INTERSECTIONS OF 200TH ST. SW. AND 202ND PL. SW. PRIVATE EASEMENT PROVISIONS 1. THE PRIVATE INGRESS, EGRESS AND UTILTIES EASEMENT OVER LOT 1, AS SHOWN ON SHEET 2 OF 2, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 2 FOR THE PURPOSE OF OPERATION, MAINTENANCE, AND RECONSTRUCTION OF ANY ACCESS ROAD IMPROVEMENTS AND UTILTITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS. 2. THE PRIVATE BIORETENTION EASEMENT OVER LOT 1, AS SHOWN ON SHEET 2 OF 2, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOT 2, FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 3. THE PRIVATE SEWER EASEMENT OVER LOT 1, AS SHOWN ON SHEET 2 OF 2, IS HEREBY RESERVED AND GRANTED TO THE OWNER OF LOTS 2, FOR THE PURPOSE OF OPERATING, MAINTAINING AND RECONSTRUCTING THE PRIVATE SEWER FACILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. PRIVATE MAINTENANCE PROVISIONS 1. MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT ACROSS LOT 1, AS SHOWN ON SHEET 2 OF 2, HEREON SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1 AND 2. THE COSTS OF SAID MAINTENANCE, REPAIR, OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES. 2. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE BIORETENTION SYSTEM LOCATED UPON OR WITHIN THE PRIVATE BIORETENTION EASEMENT ACROSS LOT 1 GRANTED TO LOT 2, AS SHOWN ON SHEET 2 OF 2, SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1 AND 2. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES BY THE OWNERS OF LOTS 1 AND 2, EXCEPT NO OWNERS SHALL BE RESPONSIBLE FOR SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THAT PORTION OF THE COMMONLY USED UTILITY SYSTEM LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE LOT OWNER. 3. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE SEWER SYSTEM LOCATED UPON OR WITHIN THE PRIVATE SEWER EASEMENT ACROSS LOT 1 GRANTED TO LOT 2, AS SHOWN ON SHEET 2 OF 2, SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1 AND 2. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES BY THE OWNERS OF LOTS 1 AND 2, EXCEPT NO OWNERS SHALL BE RESPONSIBLE FOR SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THAT PORTION OF THE COMMONLY USED UTILITY SYSTEM LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE LOT OWNER. STORMWATER PROVISIONS A STORMWATER MANAGEMENT FACILITY IS TO BE CONSTRUCTED ON LOT 1 FOR THE BENEFIT OF LOTS 1 AND 2, AS APPROVED BY THE CITY OF EDMONDS. THE APPROVED PLANS ARE ON FILE WITH THE CITY OF EDMONDS UNDER FILE NUMBER PLN20180050. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. 202ND PL. SW.