Revised Plans Submitted 8-7-2019.pdfDECLARATION OF SHORT PLAT
KNOW ALL MEN BY THESE PRESENTS:
THAT 72 WEST TOWNHOMES, LLC, A WASHINGTON LIMITED LIABILITY
COMPANY, THE UNDERSIGNED OWNERS OF THE HEREIN DESCRIBED
PROPERTY DOES HEREBY DECLARE AND DEDICATE THIS SHORT PLAT
AS APPROVED BY THE CITY OF EDMONDS ON THIS
DAY OF 2019, UNDER THE CITY OF
EDMONDS FILE NO. AS THEIR FREE AND
VOLUNTARY ACT AND DEED IN ACCORDANCE WITH THEIR DESIRES.
THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE
REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS MAP AND
DEDICATE THE SAME FOR THIS SHORT PLAT OF HANN HOMES, LLC.
AS THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM COMMON
INTEREST OWNERSHIP ACT. SOLELY TO MEET THE REQUIREMENTS OF
THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT AND
NOT FOR ANY PUBLIC PURPOSE. THIS MAP AND ANY PORTION
THEREOF IS RESTRICTED BY LAW AND THE DECLARATION FOR HANN
HOMES, LLC, RECORDED UNDER SNOHOMISH COUNTY
RECORDING NUMBER
ACKNOWLEDGMENT
STATE OF WASHINGTON }
I SS.
COUNTY OF SNOHOMISH I
ON THIS DAY PERSONALLY APPEARED BEFORE ME
---------------------- OF -----------------------
THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND
ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT
AND DEED OF SAID CORPORATION FOR THE PURPOSES THEREIN MENTIONED
AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE SAID
INSTRUMENT.
GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS ---- DAY OF
2019.
NOTARY PUBLIC
RESIDING IN
MY COMMISSION EXPIRES:
SITE INFORMA TION
OWNER: HANN HOMES, LLC
SITE ADDRESS: 20818 72ND AVENUE WEST
EDMONDS, WA 98026
EXISTING ZONING: RM1.5 MULTI FAMILY
TOTAL AREA: 8,308±S.F./O.19±ACRES
EXISTING LEGAL DESCRIPTION
THAT PORTION OF TRACT 6, AURORA HEIGHTS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE
120, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 6;
THENCE SOUTH ALONG THE EASTERLY LINE OF SAID TRACT 6, A
DISTANCE OF 132 FEET TO THE POINT OF BEGINNING;
THENCE WEST PARALLEL TO THE NORTH LINE OF SAID TRACT 6
TO THE WEST BOUNDARY LINE OF SAID TRACT 6:
THENCE SOUTHERLY ALONG THE WEST BOUNDARY LINE OF TRACT
6 A DISTANCE OF 80 FEET;
THENCE EASTERLY PARALLEL TO THE NORTH BOUNDARY LINE OF
SAID TRACT 6 TO THE EAST BOUNDARY LINE OF SAID TRACT;
THENCE NORTHERLY ALONG SAID EAST BOUNDARY LINE 80 FEET
TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS ----- DAY OF________________, 20--_—.
AT-------- IN BOOK _---- ----- OF -------- SURVEYS, AT PAGE_____
AT THE REQUEST OF HANN HOMES, LLC
COUNTY AUDITOR
DEPUTY COUNTY AUDITOR
CITY OF EDMONDS
NEW LEGAL DESCRIPTIONS
LOT 1:
THAT PORTION OF TRACT 6, AURORA HEIGHTS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE
120, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 6;
THENCE SOUTH ALONG THE EASTERLY LINE OF SAID TRACT 6, A
DISTANCE OF 132 FEET;
THENCE NORTH 88'09'32" WEST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 A DISTANCE OF 63.41 FEET TO THE POINT OF
BEGINNING;
THENCE SOUTH 01'50'28" WEST 52.00 FEET;
THENCE SOUTH 47'15'37" WEST 39.85 FEET;
THENCE NORTH 88'09'32" WEST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 10.00 FEET TO THE WESTERLY LINE OF SAID
TRACT 6;
THENCE NORTH 00'21'44" EAST ALONG SAID WESTERLY LINE
80.00 FEET;
THENCE SOUTH 88*09*32" EAST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 40.45 FEET TO THE POINT OF BEGINNING.
LOT 2:
THAT PORTION OF TRACT 6, AURORA HEIGHTS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE
120, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 6;
THENCE SOUTH ALONG THE EASTERLY LINE OF SAID TRACT 6, A
DISTANCE OF 132 FEET;
THENCE NORTH 88'09'32" WEST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 A DISTANCE OF 39.08 FEET TO THE POINT OF
BEGINNING;
THENCE SOUTH 01'50'28" WEST 52.00 FEET;
THENCE SOUTH 46'15'55" EAST 41.89 FEET;
THENCE NORTH 88'09'32" WEST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 A DISTANCE OF 83.90 FEET;
THENCE NORTH 47'15'37" EAST 39.85 FEET;
THENCE NORTH 01'50'28" EAST 52.00 FEET;
THENCE SOUTH 88'09'32" EAST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 A DISTANCE OF 24.33 FEET TO THE POINT OF
BEGINNING.
LOT 3:
THAT PORTION OF TRACT 6, AURORA HEIGHTS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE
120, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 6;
THENCE SOUTH ALONG THE EASTERLY LINE OF SAID TRACT 6, A
DISTANCE OF 132 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 88'09'32" WEST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 A DISTANCE OF 39.08 FEET;
THENCE SOUTH 01'50'28" WEST 52.00 FEET;
THENCE SOUTH 46'15'55" EAST 41.89 FEET;
THENCE SOUTH 88'09'32" EAST PARALLEL TO THE NORTH LINE
OF SAID TRACT 6 A DISTANCE OF 10.00 FEET TO THE EASTERLY
BOUNDARY OF SAID TRACT 6;
THENCE NORTH 00'19'58" EAST ALONG SAID EASTERLY
BOUNDARY 80.00 FEET TO THE POINT OF BEGINNING.
STORMWATER ACCESS EASEMENT
1. A PERMANENT ACCESS EASEMENT IS HEREBY GRANTED TO
THE CITY OF EDMONDS FOR ACCESS AND INSPECTION OF
ANY AND ALL AREAS WITHIN LOT 1, 2 AND 3 OF THIS SITE
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.
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT AT THE REQUEST OF
HANN HOMES, LLC
IN�r7/31/2019,
CERTIFICATE NO. 44651, EVAN M. WAHLSTROM EXP 10/4/20
STORMWATER PROVISIONS
1. STORMWATER MANAGEMENT FACILITIES ARE TO BE
CONSTRUCTED ON ALL LOTS FOR THE BENEFIT OF ALL LOTS,
AS APPROVED BY THE CITY OF EDMONDS. THE APPROVED
PLANS ARE ON FILE WITH THE CITY OF EDMONDS UNDER FILE
NUMBER BLD20180811. CONSISTENT WITH THIS APPROVAL,
LOT 1 HAS BEEN ALLOTTED SF OF NEW
IMPERVIOUS SURFACE AREA LOT 2 SF OF NEW
IMPERVIOUS SURFACE AREA AND LOT 3 SF OF NEW
IMPERVIOUS SURFACE AREA.
2. THE LOTS CONTAIN STORMWATER MANAGEMENT FACILITIES
REFERRED TO AS "LID BMPS", WHICH WERE INSTALLED TO
MITIGATE THE STORMWATER QUANTITY AND QUALITY IMPACTS
OF SOME OR ALL OF THE IMPERVIOUS OR NON—NATIVE
PERVIOUS SURFACES ON THE PROPERTY. "LOW IMPACT
DEVELOPMENT" MEANS DEVELOPMENT CONDUCTED IN A WAY
THAT SEEKS TO MINIMIZE OR COMPLETELY PREVENT
ALTERATIONS TO THE NATURAL HYDROLOGY OF THE SITE.
LOW IMPACT DEVELOPMENT INCLUDES SITE PLANNING AND
DESIGN TO REDUCE ALTERATIONS OF NATURAL SOIL AND
VEGETATION COVER, MINIMIZE IMPERVIOUS SURFACES, AND
SPECIFIC PRACTICES THAT HELP TO REPLICATE NATURAL
HYDROLOGY SUCH AS PERMEABLE PAVEMENTS, GREEN ROOFS,
SOIL AMENDMENTS, BIORETENTION SYSTEMS, AND DISPERSION
OF RUNOFF.
3. THE OWNERS SHALL MAINTAIN THE SIZE, PLACEMENT, AND
DESIGN OF THE LID BMPS 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 FORM 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.
4. 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.
EASEMENT PROVISIONS AND
MAINTENANCE
THE PRIVATE INGRESS, EGRESS, PARKING AND UTILITIES
EASEMENT SHOWN OVER AND ACROSS LOTS 1 THROUGH 3 ON
SHEET 2 OF THIS SHORT PLAT IS FOR THE BENEFIT OF LOTS 1
THROUGH 3 OF THIS SHORT PLAT.
THE OWNERS OF LOTS 1 THROUGH 3 OF THIS SHORT PLAT
SHALL SHARE EQUALLY IN THE MAINTENANCE, USE, AND COST
OF MAINTENANCE, REPAIR OR REPLACEMENT OF THE DRIVEWAY
AND UTILITIES WITHIN THIS EASEMENT. EXCEPT THAT, NO LOT
SHALL BE RESPONSIBLE FOR UTILITY REPAIRS UPSTREAM OF
THE CONNECTION POINT OF SAID LOT. THE PRIVATE INGRESS,
EGRESS, PARKING AND UTILITIES EASEMENT SHALL REMAIN OPEN
AND UNOBSTRUCTED AT ALL TIMES FOR EMERGENCY AND
PUBLIC SERVICE VEHICLES AND FOR ALL LOTS TO WHOM THE
EASEMENT BENEFITS.
THE PRIVATE UTILITY EASEMENT SHOWN OVER AND ACROSS LOT
3 ON SHEET 2 OF THIS SHORT PLAT IS FOR THE BENEFIT OF
LOTS 1 THROUGH 3 OF THIS SHORT PLAT FOR THE PURPOSE
MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF ANY
UTILITY SYSTEMS AND APPURTENANCES, TOGETHER WITH THE
RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. ALL
MAINTENANCE, REPAIRS, IMPROVEMENTS AND/OR REBUILDING OF
SAID EASEMENT SHALL BE THE OBLIGATION AND RESPONSIBILITY
OF THE OWNERS AND/OR CONTRACT PURCHASERS OF SAID
LOTS AND THEIR SUCCESSORS, HEIRS OR ASSIGNS.
THE 5 FOOT PRIVATE SEWER EASEMENT, SHOWN OVER AND
ACROSS LOTS 2 AND 3 ON SHEET 2 OF THIS SHORT PLAT IS
ESTABLISHED FOR THE BENEFIT OF LOTS 1 AND 2 OF THIS
SHORT PLAT. THE COST OF MAINTENANCE, REPAIRS OR
RECONSTRUCTION OF THAT PORTION OF THE SANITARY SEWER
SYSTEM USED IN COMMON SHALL BE BORNE IN EQUAL SHARES,
EXCEPT THAT NO LOT SHALL BE RESPONSIBLE FOR SEWER
SYSTEM MAINTENANCE, REPAIRS OR RECONSTRUCTION
UPSTREAM OF THE CONNECTION POINT(S) OF SAID LOTS.
WHEN NECESSARY TO REPAIR, CLEAN OR RECONSTRUCT THE
SANITARY SEWER SYSTEM THE PROPERTY OWNER(S) (TO WHOM
THE EASEMENT BENEFITS) SHALL HAVE RIGHT OF ENTRY FOR
THAT PURPOSE.
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SHORT SUBDIVISION
72 WEST TOWNHOMES
SITE ADDRESS:
20818 72ND AVE W
EDMONDS, WA
EASEMENT PROVISIONS AND
MAINTENANCE (CONTINUED)
THE PRIVATE STORM DRAIN EASEMENT SHOWN OVER AND
ACROSS LOT 1 ON SHEET 2 OF THIS SHORT PLAT IS FOR THE
BENEFIT OF LOTS 1 THROUGH 3 OF THIS SHORT PLAT FOR THE
PURPOSE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF
ANY STORM DRAINAGE SYSTEMS AND APPURTENANCES,
TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH
PURPOSES. ALL MAINTENANCE, REPAIRS, IMPROVEMENTS
AND/OR REBUILDING OF SAID EASEMENT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE OWNERS AND/OR
CONTRACT PURCHASERS OF SAID LOTS AND THEIR
SUCCESSORS, HEIRS OR ASSIGNS.
THIS AGREEMENT SHALL BE A COVENANT RUNNING WITH THE
LAND, AND SHALL BE BINDING UPON ALL AFOREMENTIONED
PARTIES AND THEIR HEIRS AND ASSIGNS FOREVER.
ENGINEERING DIVISION APPROVAL
THE SURVEY DATE, LAYOUT OF STREETS, ALLEYS AND OTHER
RIGHTS OF WAY, DESIGN OF BRIDGES, SEWAGE AND WATER
SYSTEM AND OTHER STRUCTURES ARE APPROVED AND THE
SUBJECT FINAL SHORT PLAT IS AUTHORIZED FOR RECORDING BY
THE CITY OF EDMONDS ENGINEERING DIVISION BY:
DIRECTOR OF PUBLIC WORKS
THIS DAY OF 2019
PLANNING DIVISION APPROVAL
THE SUBJECT FINAL SHORT PLAT CONFORMS TO THE APPROVED
PRELIMINARY SHORT PLAT AND ALL CONDITIONS OF THE
PRELIMINARY APPROVAL AND IS APPROVED AND AUTHORIZED
FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION
BY:
DEVELOPMENT SERVICES DIRECTOR
THIS DAY OF 2019
MAYOR APPROVAL
THE CITY COUNCIL HAS ACCEPTED THE STREET DEDICATION
ASSOCIATED WITH THE SUBJECT SHORT PLAT, EXAMINED AND
APPROVED THIS DAY OF . 2019
MAYOR, CITY OF EDMONDS ATTEST, CITY CLERK
COUNTY TREASURER'S CERTIFICATE
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES
HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN,
ACCORDING TO THE BOOK AND RECORDS OF MY OFFICE, HAVE
BEEN FULLY PAID AND DISCHARGED, INCLUDING TAXES.
TREASURER, SNOHOMISH COUNTY
DEPUTY COUNTY TREASURER
TAX PARCEL NUMBER: 00380100000603
rmed land su
PO Box 5137
Tacoma, WA 98415-0137
Phone: 253-627-2070
admin@l-landsurveycom
www. i-landsurvey. com
LAND SURVEYING • MAPPING • CONSTRUCTION LAYOUT
SURVEY IN: SW 1 /4, SW 1 /4,
SEC. 20, T. 27 N., R. 4 E., W.M.
DRAFTED: DATE: JOB NO.:
JR 1 7/31/2019 1 HANNM-190109
CHECKED: SCALE: SHEET
EMW N/A 1 OF 2
HORIZONTAL DATUM
NAD 1983(2011); PER RTK GPS TIES AND THE WASHINGTON STATE
REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S.
SURVEY FEET.
REFERENCE SURVEYS
R1) THE PLAT OF AURORA HEIGHTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 120
R2) RECORD OF SURVEY, RECORDING NO. 9704115002
R3) TURNBERRY LANE, CONDOMINIUM, PHASE II, RECORDING NO. 199908135001
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SURVEYOR'S NOTES
1. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA
1203 3" ROBOTIC TOTAL STATION AND GSI4RTK GPS WITH
RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY
STANDARDS AS SET FORTH BY WAC 332-130.
2. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP
REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO
SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE
DETERMINED BY A COURT OF LAW.
3. THE TITLE REPORT WAS PROVIDED BY CHICAGO TITLE
INSURANCE COMPANY, GUARANTEE NO. 500079798C, DATED
MARCH 4, 2019.
4. ANY UTILITIES SHOWN TO BE FIELD VERIFIED BEFORE
PLANNING OR CONSTRUCTION.
5. FIELD WORK FOR THIS PROJECT WAS PERFORMED ON
JANUARY 23, 2019 AND IS THEREFORE A REFLECTION OF
THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE
VISITED OR SET ON JANUARY 23, 2019. THIS SITE CONTAINS
IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF
THIS SURVEY.
6. THIS SURVEY COMPLIES WITH ALL STANDARDS AND
GUIDELINES OF THE "SURVEY RECORDING ACT," CHAPTER
58.09 RCW AND 332-130 WAC.
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PRIVATE STORM_ -
DRAIN EASEMENT
IMPERVIOUS SURFACE
PROPOSED HARD SURFACE ONSITE:
BUILDINGS ROOF: =3,462 SF
DRIVEWAY/PARKING: =2,250 SF
PATIOS/WALKWAYS =81 SF
TOTAL IMPERVIOUS =5,793 SF
PROPOSED HARD SURFACES ONSITE:
SIDEWALK =350 SF
TOTAL FRONTAGE IMPERVIOUS =350 SF
PROPOSED HARD SURFACE TOTAL =6,143 SF
BUILDING SETBACKS
FRONT 15FT
REAR 15FT
SIDES 1OFT
EASEMENT DETAIL SCALE 1 "=20'
5' PRIVATE SEWER EASEMENT
C RR•na'zn"
S 88'09'32" E 103.90'(R2)(R3)
PRIVATE UTILITY
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THE PLAT OF
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TRACT 6
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FOUND REBAR & CAP I 5' PRIVATE SEWER EASEMENT
"H.S.A. LS #29282" I S 88'09'32" E
LIES 0.4' N37'W �I
VISITED 1-23-19 103.86'(R2)(R3)
TRACT 5
PRIVATE STOR
DRAIN EASEMEN
FOUND REBAR & CAP
"H.S.A. LS #29282"
VISITED 1-23-19
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PARKING & UTILITY 2
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10.00'
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10.00'
S 88'09'32" E 103.9O'(R2)(R3)
FOUND REBAR & CAP
"H.S.A. LS #29282"
LIES 0.4' N2'W I
VISITED 1-23-19 I
LEGEND
• SET REBAR & CAP EMW LS #44651
O FOUND REBAR (AS SHOWN)
FOUND CASED MONUMENT (AS SHOWN)
WOOD FENCE
(M) DISTANCE AS MEASURED
(R) DISTANCE AS REFERENCED
(D) DISTANCE PER DEED
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
SHORT SUBDIVISION
72 WEST TOWNHOMES
SITE ADDRESS:
20818 72ND AVE W
EDMONDS, WA
PRIVATE UTILITY
EASEMENT
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VISITED 1-23-19
SURVEY IN: SW 1 /4, SW 1 /4,
SEC. 20, T. 27 N., R. 4 E., W.M.
DRAFTED: DATE: JOB NO.:
JR 7/31/2019 HANNM-190109
CHECKED: SCALE: SHEET
EMW 1 "=20' 2 OF 2
informed land surve
PO Box 5137
Tacoma, WA 98415--0137
Phone: 253-627-2070
admin@l-landsumey com
www. i-landsurvey. com
LAND SURVEYING • MAPPING • CONSTRUCTION LAYOUT