FOR REFERENCE 16-089 REVISED Chung Final Short Plat Map 03.30.2021CHUNG SHORT PLAT
NO. PLN20160035
DECLARATION OF SHORT PLAT
KNOWN ALL PERSONS BY THESE PRESENTS THAT I, THE
UNDERSIGNED, HAVING AN INTEREST IN THE REAL PROPERTY
DESCRIBED BY THIS DECLARATION, DO HEREBY DECLARE THE
HEREIN DESCRIBED DIVISION OF LAND APPROVED AS SHORT PLAT
NUMBER PLN20160035 BY THE CITY OF EDMONDS, AS MY FREE AND
VOLUNTARY ACT AND DEED IN ACCORDANCE WITH MY DESIRES.
IN WITNESS WHEREOF, I HEREBY SET MY HANDS AND SEAL
THIS DAY OF , 2021.
SUI HING CHUNG
LAI SHAN CHUNG
STEPHEN CHUNG
ORIGINAL TRACT: A.P.N. 745300000500
A PORTION OF THE SE 114 OF THE SW 114 OF SECTION 25,
TOWNSHIP 27 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN,
SNOHOMISH COUNTY, WASHINGTON STATE.
ACKNOWLEDGMENT
STATE OF _
COUNTY OF
SS
ON THIS DAY, PERSONALLY APPEARED BEFORE ME SUI HING CHUNG,
TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE
WITHIN AND FORGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE
SAME AS THEIR OWN FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND
PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL
THIS DAY OF 12021.
NOTARY PUBLIC FOR THE STATE OF
RESIDING AT
MY COMMISSION EXPIRES
ORIGINAL LEGAL DESCRIPTION
(PER STEWART TITLE ORDER #01148-58349 DATED JUNE 17, 2016 AND UPDATED MARCH
4, 2019 AND MAY 20, 2020)
LOT 5, PINESTONE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 46 OF
PLATS, PAGES 226 AND 227, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
RESTRICTIONS
(PER STEWART TITLE ORDER #01148-58349 DATED JUNE 17, 2016 AND UPDATED MARCH
4, 2019 AND MAY 20, 2020)
1. THIS SITE IS BENEFITED BY AN ADJACENT WATER EASEMENT DISCLOSED IN
INSTRUMENT RECORDED UNDER RECORDING NUMBER 8603170201.
AFFECTS ALL OF ORIGINAL LOT 5 AS SHOWN HEREON.
2. THIS SITE IS SUBJECT TO ZONING ORDINANCE #3134 AS DISCLOSED IN
INSTRUMENT RECORDED UNDER RECORDING NUMBER 9703200339.
AFFECTS ALL OF ORIGINAL LOT 5. SEE ZONING DESIGNATION, THIS SHEET.
3. THIS SITE IS SUBJECT TO RESTRICTIONS, EASEMENTS, DEDICATIONS, AND
DELINEATED MATTERS DISCLOSED IN THE PLAT OF PINESTONE, INSTRUMENT
RECORDED UNDER RECORDING NUMBER 8601145004.
AFFECTS ALL OF ORIGINAL LOT 5. NO RESTRICTIONS ARE NOTED.
SURVEYOR NOTES
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY
MADE ON 513116, AND SHOWS THE GENERAL CONDITION EXISTING AT THAT TIME.
2. THE DRAWING SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE
INFORMATION OBTAINED BY THE SURVEYOR IN HIS/HER FIELD WORK, OFFICE WORK.
3. ALL MONUMENTS VISITED AS NOTED.
4. ENCROACHMENTS AS SHOWN HEREON ARE ONLY THOSE ABOVE GROUND, VISIBLE
OBJECTS OBSERVED BY THE SURVEYOR. NO CERTIFICATION IS MADE OR IMPLIED
THAT THOSE OBJECTS APPEARING TO ENCROACH ACTUALLY ENCROACH ON THE
OWNERSHIP OF THIS OR THE ADJOINING PROPERTIES.
5. INSTRUMENTATION FOR THIS SURVEY WAS A TOTAL STATION, PROCEDURES USED
IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET
BY WAC .332-130-090.
6. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND
VERIFIED WHERE POSSIBLE IN THE FIELD. BEYLER CONSULTING ASSUMES NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPTS NO RESPONSIBILITY
FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL
LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE
UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
GENERAL NOTES
1, CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE FINAL
APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE NO. PLN20160035 IN THE
CITY OF EDMONDS PLANNING DIVISION.
2. CONSTRUCTION OF STORM WATER MANAGEMENT SYSTEM FOR THE SUBJECT
DEVELOPMENT HAS BEEN DEFERRED TO COINCIDE WITH FUTURE DEVELOPMENT
APPROVAL OF LOTS 1 THROUGH 3. THE STORM WATER MANAGEMENT SYSTEM SHALL
BE DESIGNED IN ACCORDANCE WITH CITY OF EDMONDS STORM WATER
MANAGEMENT CODES AND REGULATIONS EFFECTIVE AT THE TIME OF DEVELOPMENT.
THE STORM WATER MANAGEMENT SYSTEM SHALL BE REVIEWED FOR COMPLIANCE
AT THE TIME OF BUILDING PERMIT SUBMITTAL FOR LOTS 1 THROUGH 3.
3. THE STORM DRAINAGE SYSTEM DESIGNED AND CONSTRUCTED FOR THE SHORT PLAT
ACCESS ROAD IS SIZED TO ACCOMMODATE 2,097.59 SQUARE FEET OF IMPERVIOUS
AREA PER CHUNG SHORT PLAT STORMWATER SITE PLAN REPORT DATED MAY 14,
2018.
4, LOT 3 CONTAINS A STORMWATER MANAGEMENT FACILITY REFERRED TO AS AN "LID
BMP," WHICH WAS INSTALLED TO MITIGATE THE STORMWATER QUANTITY AND
QUALITY IMPACTS OF THE ACCESS ROAD 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.
5. THE LOT 2 AND LOT 3 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.
6. THE LOT 2 AND LOT 3 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.
NEW LEGAL DESCRIPTIONS
LOT 1
THAT PORTION OF LOT 5, PLAT OF PINESTONE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 46 OF PLATS AT PAGES 226 AND 227, RECORDS OF SNOHOMISH
ACKNOWLEDGMENT
STATE OF ) SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT LAI SHAN CHUNG IS THE PERSON WHO
APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND
ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN
MENTIONED. GIVEN UNDER MY HAND AND SEAL
THIS DAY OF 2021.
NOTARY PUBLIC FOR THE STATE OF
RESIDING AT
MY COMMISSION EXPIRES
ACKNOWLEDGMENT
STATE OF ) SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEPHEN CHUNG IS THE PERSON WHO
APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND
ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN
MENTIONED. GIVEN UNDER MY HAND AND SEAL
THIS DAY OF 2021,
NOTARY PUBLIC FOR THE STATE OF
RESIDING AT
MY COMMISSION EXPIRES
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 5; THENCE S38°56'18'E,
ALONG THE WESTERLY LINE OF SAID LOT 5, A DISTANCE OF 85.59 FEET TO THE TRUE
POINT OF BEGINNING, THENCE CONTINUEING S38°56'18"E, ALONG SAID WESTERLY
LINE, A DISTANCE OF 81.51 FEET TO THE SOUTHWEST CORNER OF SAID LOT 5; THENCE
N54 003'06 "E, ALONG THE SOUTHERLY LINE OF SAID LOT 5, A DISTANCE OF 84.58 FEET;
THENCE N42047'19"W, A DISTANCE OF 69.55 FEET;
THENCE S62°4543"W, A DISTANCE OF 81.49 FEET TO THE TRUE POINT OF BEGINNING.
SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25,
TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON.
LOT 2
THAT PORTION OF LOT 5, PLAT OF PINESTONE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 46 OF PLATS AT PAGES 226 AND 227, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 5, THENCE N74°00,00E,
ALONG THE NORTHERLY LINE OF SAID LOT 5, A DISTANCE OF 115.67 FEET TO THE TRUE
POINT OF BEGINNING; THENCE CONTINUING N74100'00'E, ALONG SAID NORTHERLY
LINE, A DISTANCE OF 35.85 FEET TO THE NORTHEAST CORNER OF SAID LOT 5; THENCE
S42°47'19'E, ALONG THE EASTERLY LINE OF SAID LOT 5, A DISTANCE OF 116.00 FEET TO
THE SOUTHEAST CORNER OF SAID LOT 5; THENCE S54°03'06"W, ALONG THE SOUTHERLY
LINE OF SAID LOT 5, A DISTANCE OF 62.95 FEET; THENCE N42°47'19"W, A DISTANCE OF
69.55 FEET; THENCE N54°03'06'E, A DISTANCE OF 15.00 FEET; THENCE N05°26'17"W, A
DISTANCE OF 25.72 FEET; THENCE N42047'19"W, A DISTANCE OF 36.45 FEET TO THE
TRUE POINT OF BEGINNING.
SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25,
TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON.
LOT 3
THAT PORTION OF LOT 5, PLAT OF PINESTONE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 46 OF PLATS AT PAGES 226 AND 227, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 5; THENCE S38°56'18 E, ALONG
THE WESTERLY LINE OF SAID LOT 5, A DISTANCE OF 85.59 FEET; THENCE N62°4543'E, A
DISTANCE OF 81.49 FEET; THENCE N54°03'06'E, A DISTANCE OF 15.00 FEET; THENCE
N05026'17"W, A DISTANCE OF 25.72 FEET; THENCE N42°47'19"W, A DISTANCE OF 36.45
FEET, TO THE NORTHERLY LINE OF SAID LOT 5; THENCE S74 °00'00"W, ALONG SAID
NORTHERLY LINE, A DISTANCE OF 115.67 FEET TO THE POINT OF BEGINNING.
SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25,
TOWNSHIP 27 NORTH, RANGE 03 EAST, W. M., SNOHOMISH COUNTY, WASHINGTON.
EASEMENT PROVISIONS
1, A PUBLIC STORMWATER INSPECTION EASEMENT IS HEREBY GRANTED TO THE CITY
OF EDMONDS FOR ACCESS AND INSPECTION OF ANY AND ALL AREAS WITHIN LOT 1,
2 OR 3 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.
2. A 2.0' POWER EASEMENT LOCATED OVER, UNDER, ACROSS AND THROUGH LOT 1, AS
SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO THE OWNERS OF
LOTS 2 & 3 FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING AND/OR
RECONSTRUCTING THE SAID POWER UTILITY, TOGETHER WITH THE RIGHT TO ENTER
UPON THE LOT AT ALL TIMES FOR THE PURPOSES HEREIN STATED PROVIDED THAT
FOLLOWING ANY WORK, THE EASEMENT AREA SHALL BE RESTORED AS NEARLY AS
POSSIBLE TO THE ORIGINAL CONDITION.
3. A 6.0' WATER EASEMENT LOCATED OVER, UNDER, ACROSS AND THROUGH LOT 1, AS
SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO THE OWNER OF LOT 3
FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING AND/OR
RECONSTRUCTING THE SAID WATER UTILITY, TOGETHER WITH THE RIGHT TO ENTER
UPON THE LOT AT ALL TIMES FOR THE PURPOSES HEREIN STATED PROVIDED THAT
FOLLOWING ANY WORK, THE EASEMENT AREA SHALL BE RESTORED AS NEARLYAS
POSSIBLE TO THE ORIGINAL CONDITION.
4. A 5.0' WATER EASEMENT LOCATED OVER, UNDER, ACROSS AND THROUGH LOT 2, AS
SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO THE OWNERS OF
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS MAP
CORRECTLY REPRESENTS A SURVEY
by C• FEh,
Al
MADE BY ME OR UNDER MY DIRECT
W�
9A
SUPERVISION IN MAY 2021, IN
!~ co _
COMPLIANCE WITH THE REQUIREMENTS
THE SURVEY RECORDING ACT,
It a
OF
� Cis�E
CHAPTER 58.09 RCW AND 332-130 WAC,
AT THE REQUEST OF SUI HING CHUNG
s7aNAL AB
L�+
AND LAI SHAN CHUNG.
—17
RELL C. FERGUSON, P)L.S. #22956
LOTS I & 3 FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING AND/OR
RECONSTRUCTING THE SAID WATER UTILITY, TOGETHER WITH THE RIGHT TO ENTER
UPON THE LOT AT ALL TIMES FOR THE PURPOSES HEREIN STATED PROVIDED THAT
FOLLOWING ANY WORK, THE EASEMENT AREA SHALL BE RESTORED AS NEARLY AS
POSSIBLE TO THE ORIGINAL CONDITION.
5. A 15.0' WIDE ACCESS ROAD EASEMENT LOCATED OVER, UNDER, ACROSS AND
THROUGH LOT 3, AS SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO
THE OWNER OF LOT 2 FOR THE PURPOSE OF ACCESSING LOT 2. THE OWNERS OF
LOTS 2 & 3 SHALL SHARE EQUALLY THE BURDEN OF OPERATING, MAINTAINING,
REPAIRING AND/OR RECONSTRUCTING THE SAID ACCESS ROAD.
6. A VARIABLE WIDTH UTILITY EASEMENT LOCATED OVER, UNDER, ACROSS AND
THROUGH LOT 3, AS SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO
THE OWNERS OF LOT 2 FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING
AND/OR RECONSTRUCTING UTILITY SERVICES, INCLUDING, BUT NOT LIMITED TO
POWER AND GAS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOT AT ALL
TIMES FOR THE PURPOSES HEREIN STATED PROVIDED THAT FOLLOWING ANY WORK,
THE EASEMENT AREA SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THE
ORIGINAL CONDITION.
7, A 10.0' UTILITY EASEMENT LOCATED OVER, UNDER, ACROSS AND THROUGH LOT 3,
AS SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO THE OWNERS OF
LOT 1 FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING AND/OR
RECONSTRUCTING UTILITY SERVICES, INCLUDING, BUT NOT LIMITED TO POWER
AND GAS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOT AT ALL TIMES FOR
THE PURPOSES HEREIN STATED PROVIDED THAT FOLLOWING ANY WORK, THE
EASEMENT AREA SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THE ORIGINAL
CONDITION,
8. A 10.0' SEWER EASEMENT LOCATED OVER, UNDER, ACROSS AND THROUGH LOTS 1
AND 3, AS SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO THE
OWNERS OF LOTS 1 THROUGH 3 FOR THE PURPOSE OF OPERATING, MAINTAINING,
REPAIRING AND/OR RECONSTRUCTING THE SAID SEWER UTILITY, TOGETHER WITH
THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN
STATED PROVIDED THAT FOLLOWING ANY WORK, THE EASEMENT AREA SHALL BE
RESTORED AS NEARLY AS POSSIBLE TO THE ORIGINAL CONDITION. ALL OPERATION,
MAINTENANCE, REPAIRS, AND/OR RECONSTRUCTION OF SAID EASEMENT SHALL BE
BORNE JOINTLY AND EQUALLY BY THE OWNERS OF LOTS 1 THROUGH 3, EXCEPT NO
OWNER SHALL BE RESPONSIBLE FOR THE OPERATION, MAINTENANCE, REPAIR
AND/OR RECONSTRUCTION OF THAT PORTION OF THE COMMONLY USED SYSTEMS
LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE LOT
OWNER.
9. A 14.0' DIAMETER STORM DRAINAGE EASEMENT LOCATED OVER, UNDER, ACROSS
AND THROUGH LOT 2, AS SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED
TO THE OWNERS OF LOT 3 FOR THE PURPOSE OF OPERATING, MAINTAINING,
REPAIRING AND/OR RECONSTRUCTING THE SAID STORM UTILITY, TOGETHER WITH
THE RIGHT TO ENTER UPON THE LOT AT ALL TIMES FOR THE PURPOSES HEREIN
STATED PROVIDED THAT FOLLOWING ANY WORK, THE EASEMENT AREA SHALL BE
RESTORED AS NEARLY AS POSSIBLE TO THE ORIGINAL CONDITION. NO
IMPROVEMENTS WHATSOEVER, INCLUDING FENCE POSTS, MAY BE PLACED IN THE
INNER 4.0' DIAMETER OF THIS EASEMENT. NO SUBSURFACE ELEMENTS MAY BE
PLACED WITHIN THE REMAINDER OF THE EASEMENT AREA, INCLUDING UTILITY
TRENCHES AND FOOTINGS, WITHOUT APPROPRIATE MITIGATION TO PREVENT
INFILTRATION RUNOFF FROM MIGRATING TO, ALONG, OR WITHIN SAID
IMPROVEMENTS. SAID IMPROVEMENTS AND MITIGATION SHALL BE APPROVED BY
THE CITY OF EDMONDS IN WRITING PRIOR TO INSTALLATION, ALL SURFACE
ELEMENTS OF THE STORMWATER BEST MANAGEMENT PRACTICES SUCH AS
CLEAN -OUTS, OBSERVATIONS/INSPECTION PORTS, AND CATCH BASINS OR SURFACE
DRAINS, SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE AND FREE OF
OBSTRUCTION WHICH PREVENT ADEQUATE INSPECTION OF THE FACILITY AT ANY
TIME.
10, A 2.0' STORM DRAINAGE EASEMENT LOCATED OVER, UNDER, ACROSS AND THROUGH
LOT 2, AS SHOWN HEREON, IS HEREBY RESERVED FOR AND GRANTED TO THE
OWNERS OF LOT 1 FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING
AND/OR RECONSTRUCTING THE SAID STORM UTILITY, TOGETHER WITH THE RIGHT
TO ENTER UPON THE LOT AT ALL TIMES FOR THE PURPOSES HEREIN STATED
PROVIDED THAT FOLLOWING ANY WORK, THE EASEMENT AREA SHALL BE RESTORED
AS NEARLY AS POSSIBLE TO THE ORIGINAL CONDITION.
I ato
BEYLER
CONSULTING
Plan. Design. Manage
CONTACT OFFICE
phone: 253-984-2900 5920 100th St. SW, Ste. 25
beylerconsulting.com Lakewood, WA 98499
DRWN. ,BY: CHK. BY: 108 NO: DATE: I SHEET
15G TCF 16.08900 1 313012021 1 OF 3
DRAINAGE HOLD HARMLESS AGREEMENT
OWNERS, AND ALL PERSONS HAVING ANY 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.
CITY OF EDMONDS PUBLIC WORKS
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 DATE
CITY OF EDMONDS PLANNING DIVISION
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.,
DEVELOPMENT SERVICES DIRECTOR DATE
TREASURER'S CERTIFICATE
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES
HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED
HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY
OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED,
INCLUDING TAXES.
TREASURER, SNOHOMISH COUNTY
DEPUTY COUNTY TREASURER
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS
AT THE REQUEST OF:
AUDITOR'S FEE NO:
DAY OF 2021
BEYLER CONSULTING
SNOHOMISH CO. AUDITOR DEPUTY AUDITOR
ORIGINAL TRACT OWNER
NAME: SUI HING CHUNG AND LAI SHAN CHUNG
ADDRESS: 721 EDMONDS WAY
CITY: EDMONDS, WA 98020
EXISTING ZONING: BP (PLANNED BUSINESS) PER ORD. 3134
SOURCE OF WATER: OLYMPIC VIEW WATER & SEWER
SEWER SYSTEM: CITY OF EDMONDS
ACCESS TYPE: PUBLIC ROAD
WIDTH: 80' RIGHT-OF-WAY STATE ROUTE 104
ORIGINAL NUMBER OF LOTS: 1
NUMBER OF SHORT PLAT # OF LOTS: 3
CHUNG SHORT PLAT
A PORTION OF THE SE 114 OF THE SW 114 OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST,
WILLAMETTE MERIDIAN, SNOHOMISH COUNTY, WASHINGTON STATE.
1st
40
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TAX PARCEL 00390000000400
ACCESS EASEMENT. BREWER LYNN M
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UTILITIES EASEMENT.
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WATER EASEMENT. SEE
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10. 0' \ 'P 5' / LOT 2
6205E SF FOUND REBAR &
UTILITIES EASEMENT. SEE \ \ � / / .� / \ 6.0' 0.1424E ACRES CAP LS #28101
EASEMENT PROVISIONS 7, SHEET 1. `rl \ \ 10.0'
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\ / / 2°�y �3 / \ F�'o '� STORM EASEMENT.
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/ 1 / EASEMENT PROVISION 8, SHEET 1. \ s / 62' EASEMENT
REC. #8603170201
\\ 2.01\ \ //
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�S
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LI N 54003'06" E 15.00 •�O. ,\\
\ \ POWER EASEMENT. SEE
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L3 N 51 °04'08" E 16.54 �r �\ \ ! �0Q3 TAX PARCEL 00745300000400
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FOUND REBAR AS NOTED �� �— 2.0'
• SET REBAR AND CAP #22956 BASIS OF BEARINGS
40' (1/2) R/w �. NORTH 74 °00'00" EAST BETWEEN FOUND
(P) PLAT OF PINESTONE \ FOUND REBAR &CAP MONUMENTS ALONG THE CENTER LINE OF
LS #9891 0.1'N OF DEED CORNER 15TH STREET SW.
(NJ) MEASURED
i
i
(C) CALCULATED REFERENCE
PLAT OF PINESTONE IN VOLUME 46 OF PLATS
PAGES 226 & 227 RECORDED UNDER
RECORDING NUMBER 8601145004.
SITE DATA -
LOT 1 721 EDMONDS WAY SURVEY FOR:
LOT 2 725 EDMONDS WAY
yv C. F�'
LOT 3 719 EDMONDS WAY
SQUARE FEET ACRES ACCESS EASEMENT NET
LOT 1 6,173E 0.14E x B E 1 L E R — ----
LOT 2 6,205E 0.14E ° sssss DRWN. BY:
m ��'Grs'rEg� LOT 3 7,777E 0.18E 1,029E 6,748E CONSULTING �O�'A4 LA1� .SSG
TOTAL 20,155± 0.46E CONTACT OFFICE
phone: 253-984-2900 5920 100th St. SW, Ste. 25 CHKD. BY:
beylerconsulting.com Lakewood, WA 98499 TCF
S� /�'Q)
OV
Q�1
20 10 0 20 40
SCALE: 1" = 20'
CHUNG SHORT PLAT EXISTING CONDITIONS
A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST,
WILLAMETTE MERIDIAN, SNOHOMISH COUNTY, WASHINGTON STATE.
\ L PI 1\1. E
BE
(P)
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\\ 1-0
PIR pIV 51 52 30" HEMLOCK
\ \\ B On \11"HEMLOCK
\ \ � Iq 74000100
FENCE CORNER 0.4'N X \ \ / \
0.5�W OF LOT CORNER � \ \ *34"PINE GRAEL pRIVEWAY
\T V
\ \ N °' p1R / B
BE, PI pIV B
FENCE CORNER 0.4N X
0.4E OF LOT CORNER
13 DEC.
()30" DEC. 2
I
I
VOT 3 NE
PINES fo
I CpR I /
40" FIR a�� �, \ XIST V RTIGA LOT 5 (( \CORNERS
i, 050001P1NE �T 46,2129 MB VO •62\LOT1336'PINE 22�lp
`s LOT Z\\ \ �, (�✓� \ N \�\DEC.
BRICK 12"
FENCE CORNER 0.7E
OF LOT CORNER
r FOUND REBAR &
I CAP LS #28101
\ \ 11
Y / �G �l `�!` S \ I \ / / CHIMNEY �HERRY `
LEGEND \ \ \ �, \/ "I \ �f2� ��o \ \ l z o020 r /
026" DEC.
QO FOUND REBAR AS NOTED IN
5' WATER SERVICE
• SET REBAR AND CAP #22956 `\ \�fL ��+`� \\ \ `ro \\ G EASEMENT
(P) PLAT OF PINESTONE \ F� �Sy� O< ` �s 9� Qp2� \ \�1 REC. #8603170201
�26"PINE
(VOL. 46, PGS. 226 & 227)
LOT 1 �OHVAC 24 DEC. f1 lQ�
(M) MEASURED
(C) CALCULATED
MB MAILBOX
QS SEWER MANHOLEtaco
QD STORM MANHOLE \'y 02 \ `v SOT BONE
Q STORM CATCH BASIN
IN I,it
-Q- POWER- POLE 15"
\ \ �2o GL � w� \
¢- DEC./
POWER POLE WITH LIGHT
PV POWER VAULT
\ G \ ( WIRE,`FENC�E CORNER 0.6W X 0.4E
PT POWER TRANSFORMER \ \ \ ( OF LOT CORNER
® ELECTRIC JUNCTION BOX \ \ \ Q\ r WOOD FENCE CORNER 0.6W X 0.3E
OF LOOT CORNER
�j GAS VALVE \ \ ��\ , A® FUiVD / LSO
9891REBAR
0.1 DEED CORNER C
AP
M TELECOM RISER \ / I
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
®
POST INDICATOR VALVE
/
®
WATER METER
IN.
WATER VALVE
EVERGREEN TREE
0
DECIDUOUS TREE
SS
SEWER PIPE
so so
STORM PIPE
OHS—
OVERHEAD POWER LINE
BENCHMARK
\\
EDGE OF ASPHALT
2" BRASS DISK IN CASED CONCRETE
<\
MONUMENT IN CENTERLINE OF 100TH
\
- — GAS
cas PAINT
AVENUE WEST 600' NORTH OF
\\
COMM TELECOMMUNICATION PAINT
P POWER PAINT
- - W - - - W — WATER PAINT
WOOD FENCE
X �E X METAL FENCE
INTERSECTION WITH SR 1041EDMONDS
WAY, OPPOSITE THE SOUTHEAST CORNER
OF CEMETERY PROPERTY. ELEVATION =
312.10 FEET. (WGS CONTROL POINT #22)
VERTICAL DATUM
NAVD 88
PINES
20 10 0 20 40
SCALE: 1" = 20'