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.