Recorded PLN2021-0021 AFN 202302165001SELECT HOMES 3-LOT SHORT PLAT PROJECT NO. PLN2021-0021
DECLARATION OF SHORT PLAT EASEMENT PROVISIONS AND MAINTENANCE
KNOW ALL MEN BY THESE PRESENTS.
THAT SELECT HOMES, INC., A WASHINGTON CORPORATION, THE UNDERSIGNED OWNERS OF THE HEREIN
DESCRIBED PROPERTY DOE HEREBY DECLARE AND DEDICATE THIS SHORT PLAT, AS APPROVED BY THE CITY
17
OF EDMONDS, ON THE Z DAY OF Gin ^ 20 Z , UNDER THE CITY OF EDMONDS
FILE NO. PLN2021-0021, AS THEIR FREE AND VOLUNTARY ACT AND DEED IN ACCORDANCE WITH THEIR
DESIRES, SUBJECT TO THE FOLLOWING COVENANTS AND CONDITIONS.
IN WITNESS WHEREOF WE HEREBY SET OUR HANDS AND SEALS THIS i= nI DAY OF Gnu 20 23
BY -
SELECT HOMES INC., A WASHINGTON CORPORATION
DEDICATION
KNOW ALL PERSONS BY THESE PRESENTS THAT SELECT HOMES, INC., A WASHINGTON CORPORATION, THE
UNDERSIGNED OWNER(S), IN FEE SIMPLE OF THE LAND HEREBY PLATTED, FILE NUMBER PLN2021-0021, DOES
HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, EASEMENTS OR
WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE PLAT, AND THE USE FOR ANY AND ALL PUBLIC
PURPOSES. ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON LOTS, OR TRACT,
SHOWN ON THIS PLAT IN THE REASONABLE ORIGINAL GRADING OF ALL THE STREET IMPROVEMENTS. ALSO THE
RIGHT OF ACCESS OVER THE LOTS OR TRACT TO THE UTILITY EASEMENT AT ANY TIME FOR THE STATED PURPOSE.
IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS THIS O DAY OF .0 a A , 202J,
Llk�l. L
DATED: Z Z_3
BY.
SELECT HOMES INC., A WASHINGTON CORPORATION
ACKNOWLEDGMENTS
STATE OF WASHINGTON
COUNTY OF SNOHOMISH 3SS
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE` THAT 4,a IS THE
PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED TAT T EY SIGNED
THIS INSTRUMENT ON OATH STATING THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT
AND ACKNOWLEDGED IT AS THE OF SELECT HOMES INC., TO BE THE FREE
AND VOLUNTARY ACT AND DEED OF SUCH PARTY FOR THE USE AND PURPOSES MENTIONED IN
THI INSTRUMENT.
DATED: 1 s-
N�OtTY SIGNATURE
(PRINT NAME) ```�M. - -INN. y/ �'� -
NOTARY PUBLIC N ND FOR THE STATE OF WASHINGTON • QQ�� °'9 ';�
RESIDING AT r : r IA TAR �'N
MY APPOINTMENT EXPIRES: •
? : PUBLIC —
d!x . 4,
HOLD HARMLESS AGREEMENT
OWNERS, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS,
AND THEIR 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 OF 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 CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE
SYSTEM.
STORMWATER LOW IMPACT DEVELOPMENT COVENANT
1.) LOTS 2 AND 3 CONTAIN AN INFILTRATION FACILITY, ALSO KNOWN AS A "LID BMP", WHICH MANAGES 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 OF
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 REPLICATE NATURAL HYDROLOGY SUCH AS PERMEABLE PAVEMENTS, GREEN ROOFS, SOIL
AMENDMENTS, BIORETENTION SYSTEMS, AND DISPERSION OF RUNOFF.
2.) 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 REPAIRS SHALL BE THE SOLE RESPONSIBILITY
OF THE OWNERS.
3.) THE OWNERS SHALL INSPECT THE 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 FUNCT70N AS DESIGNED ON A YEAR—ROUND BASIS.
THE 25%27' INGRESS/EGRESS, JOINT UTILITY, AND DRAINAGE EASEMENT OVER, UNDER AND ACROSS LOT 2 AS
SHOWN HEREON IS RESERVED FOR AND GRANTED TO LOTS 1, 2 AND 3 FOR THE PURPOSE OF 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, EXCEPT THAT NO OWNER
SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF THAT PORTION OF THE
COMMONLY USED SYSTEMS LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE
OWNER.
THE 17%25' INGRESS/EGRESS AND DRAINAGE EASEMENT OVER, UNDER AND ACROSS LOT 2 AS SHOWN
HEREON IS RESERVED FOR AND GRANTED TO LOTS 1, 2 AND 3 FOR THE PURPOSE OF MAINTENANCE, REPAIR
AND/OR RECONSTRUCTION OF ROADWAY 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 PRIVATE DRAINAGE EASEMENT OVER, UNDER AND ACROSS LOTS 2 AND 3, AS SHOWN HEREON IS
RESERVED FOR AND GRANTED TO LOTS 2 AND 3 FOR THE PURPOSE OF MAINTENANCE, REPAIR AND/OR
RECONSTRUCTION OF ANY PRIVATE DRAINAGE FACILITIES AND APPURTENANCES, TOGETHER WITH THE RIGHT OF
INGRESS AND EGRESS FOR SUCH PURPOSES. ALL MAINTENANCE, REPAIRS, IMPROVEMENTS AND/OR REBUILDING
OF SAID DRAINAGE FACILITIES SHALL BE BORNE JOINTLY AND EQUALLY BY THE OWNERS OF LOTS 2 AND 3.
RESTRICTIONS
PER CHICAGO TITLE COMMITMENT NO. 500116223, DATED MARCH 3RD, 2021.
1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT
PROVISIONS, DEDICATIONS, BUILDING SETBACKS, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON
RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARTIAL STATUS, DISABILITY, HANDICAP,
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL
LAWS, EXCEPT TO THE EXTENT SAID COVENANT OR RESTRICTION IS PERMITTED BUT APPLICABLE LAW, AS SET
FORTH OF SURVEY RECORDED UNDER RECORDING NO. 200002165006.
2. SUBJECT TO AN AGREEMENT REGARDING FENCE ENCROACHMENT AND THE TERMS AND CONDITIONS
THEREOF AS RECORDED UNDER RECORDING NO. 201810170402.
3. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT
PROVISIONS, DEDICATIONS, BUILDING SETBACKS, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON
RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARTIAL STATUS, DISABILITY, HANDICAP,
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL
LAWS, EXCEPT TO THE EXTENT SAID COVENANT OR RESTRICTION IS PERMITTED BUT APPLICABLE LAW, AS SET
FORTH OF SURVEY RECORDED UNDER RECORDING NO. 202008115003
4. RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE
THEREOF; INDIAN TREATY OR ABORIGINAL RIGHTS.
LEGAL DESCRIPTION - EXISTING
PARCEL A:
THE EAST 90 FEET OF THE SOUTH 134.76 FEET OF THE FOLLOWING DESCRIBED TRACT.•
ALL THAT PORTION OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18;
THENCE SOUTH 89'42 27" EAST ALONG THE SOUTH LINE 1039.92 FEET TO THE EAST LINE OF SAID LOT 4;
THENCE NORTH 00'50'00" EAST ALONG SAID EAST LINE 174.76 FEET;
THENCE WEST 20 FEET TO THE WEST MARGIN OF COUNTY ROAD AND THE SOUTHEAST CORNER OF THE TRACT
HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING;
THENCE NORTH 00'50'00" EAST ALONG THE WEST MARGIN OF SAID ROAD 154.76 FEET,•
THENCE WEST 271.41 FEET,•
THENCE SOUTH 154.75 FEET;
THENCE EAST 269.16 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL B:
ALL THAT PORTION OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18,
THENCE SOUTH 89'4227" EAST ALONG THE SOUTH LINE 1039.92 FEET TO THE EAST LINE OF SAID LOT 4;
THENCE NORTH 00'50'00" EAST ALONG SAID EAST LINE 174.76 FEET,•
THENCE WEST 20 FEET TO THE WEST MARGIN OF COUNTY ROAD AND THE SOUTHWEST CORNER OF THE TRACT
HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING,
THENCE NORTH 00'50'00" EAST ALONG THE WEST MARGIN OF SAID ROAD 154.76 FEET, -
THENCE WEST 271.41 FEET,•
THENCE SOUTH 154.75 FEET,•
THENCE EAST 269.16 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THE EAST 90 FEET OF THE SOUTH 134.76 FEET THEREOF.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
LEGAL DESCRIPTIONS - NEW
10T 1'
LOT 1, OF SELECT HOMES 3-LOT SHORT PLAT, PLN2021-0021.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
LOT 2:
LOT 2, OF SELECT HOMES 3-LOT SHORT PLAT, PLN2021-0021.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
LOT 3:
LOT 3, SELECT HOMES 3-LOT SHORT PLAT, PLN2021-0021.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
, • CONFORMED COPY"'"'
202302165001
SHORT PLAT Rec: $268.50
2/16/2023 9:42 AM 2 PG
SNOHOMISH COUNTY, WA
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 AUTHORIRECORDING BY THE CITY OF EDMONDS ENGINEERING DIVISION BY -
DIRECTOR OF PUBLIC WORKS
THIS DAY OF 6fAAaP4At, 2023
PLANNING DIVISION APPROVAL
THE SUBJECT FINAL SHORT PLAT CONFORMS TO THE APPROVED PRELIMINARY SHORT PLAT AND
ALL CONDI S OF THE PRELIMINARY APPROVAL AND IS APPROVED AND AUTHORIZED FOR
RECORDIN Y THE CITY 11 OF EDMONDS PLANNING DIVISION BY.•
DEVI�,OMEN�SERVICES DIRECTOR
THIS 7 DAY OF 023
MAYOR APPROVAL
THE CITY COUNCIL HAS ACCEPTED THE SDEDICATION SSOCIATED WITH THE SUBJECT SHORT
PLAT. EXAMINED A APPROVED THIS DAY OF 2023. /�)
MAYOR, rRY OF EDMONDS
COUNTY 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, INCUDING ^___ TAXES.
TREASURER, SNOHOMISH COUNTY
BY- -�? 2 . �� _ � � Co � o� O-Ls
DEPUTX COUNTY TREASURER
TAX PARCEL NUMBER: 27041900 i -27B8- Z 7 (} 0 j
Z-7 019 0030 3 Z O O
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS —
AT Y M., IN BOOK
COUNTY AUDITOR
DAY OF , 2023,
OF SURVEYS, AT PAGE
AT THE REQUEST OF PACIFIC COAST SURVEYS, INC.
DEPUTY COUNTY AUDITOR
LAND 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
SELECT HOMES, INC., MARCH, 2021. 1 HEREBY CERTIFY THAT THIS SHORT PLAT OF SELECT HOMES,
INC. IS BASED UPON AN ACTUAL SURVEY OF THE PROPERTY HEREIN DESCRIBED; THAT THE BEARINGS
AND DISTANCES ARE CORRECTLY SHOWN; THAT ALL INFORMATION REQUIRED BY THE WASHINGTON
UNIFORM COMMON INTEREST OWNERSHIP ACT IS SUPPLIED HEREIN; AND THAT ALL HORIZONTAL AND
VERTICAL BOUNDARIES OF THE UNITS, (1) TO THE EXTENT DETERMINED BY THE WALLS, FLOORS OR
CEILINGS THEREOF OR OTHER PHYSICAL MONUMENTS, ARE SUBSTANTIALLY COMPLETED IN
ACCORDANCE WITH SAID MAP, OR (2) TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY
PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE MAP.
DARREN J. RIDDLE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NO. 37536
A.F. NO. �40 41 ? 00 03 q 0o � 2-10q l 0003 d 22x
TE
J.
SELECT HOMES 3-LOT SHORT PLAT PROJECT NO. PLN2021-0021
EQUIPMENT & PROCEDURES
METHOD OF SURVEY
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION.
LEICA TCRP 1201 ROBOTIC ELECTRONIC TOTAL STATION
I
I
PRECISION.
I
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
BASIS OF BEARING.
I
1
THE MONUMENTED CENTERLINE OF 88TH AVE. W.
PLAT DE
AS THE BEARING OF N 00'52'15" E.
LOT 2 SEAVIEW PINES
'
LOT 1 �
NO. 2
VOL. 39, PG. 170
I
'
�
I
I
FOUND REBAR W/CAP
STAMPED "LS 52084"
0.1'(S) & 0.1 '(E) OF I
I
I
I
CORNER.
REFERENCES----------
---------------------------------------------
'
R1. PLAT OF SEAVIEW PINES NO.2 VOL. 39, PG. 170
R2. LSA SURVEY AFN-8708075002
R3. AFM SURVEY AFN-200002165005
LEGEND
w
SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536"
O EXISTING REBAR W/CAP, AS NOTED
270418003OJ300
EXISTING NAIL AND WASHER AS NOTED
Z
OFOUND CONCRETE MONUMENT AS NOTED
RIGHT OF WAY CENTERLINE
STORMWATER PROVISIONS
THE STORMWATER MANAGEMENT SYSTEM WITH THE SHORT PLAT CONSISTS
OF CATCH BASINS, PIPES, CLEANOUTS AND AN INFILTRATION TRENCH. THE
APPROVED PLANS AND STORM DRAINAGE REPORT THAT OUTLINE SAID
SYSTEM, INCLUDING MAINTENANCE PROVISIONS, ARE ON FILE WITH THE CITY
OF EDMONDS UNDER FILE NUMBER PLN2021-0021.
STORMWATER ACCESS EASEMENT
A PERMANENT ACCESS EASEMENT IS HEREBY GRANTED TO THE CITY OF
EDMONDS FOR ACCESS AND INSPECTION OF ANY AND ALL AREAS AND LOTS
WITHIN THIS SHORT PLAT THAT MAY NOW, OR IN THE FUTURE, CONTAIN
ANY STORM WATER MANAGEMENT FACILITIES AND/OR SYSTEM(S), INCLUDING
ALL APPURTENANCES THEREOF AND THERETO. SAID ACCESS EASEMENT
SHALL BE FOR INSPECTION PURPOSES TO ENSURE THAT THE STORM WATER
FACILITIES AND/OR SYSTEM(S) ARE PROPERLY OPERATED AND MAINTAINED
IN ACCORDANCE WITH CITY OF EDMONDS CODE.
SURVEY NOTES
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
IMPLIED.
3.) COMPLETE FIELD AND COMPUTATION NOTES OF THE PLAT SURVEY SHOWING
THE ORIGINAL OR REESTABLISHED CORNERS WITH DESCRIPTIONS AND THE
ACTUAL TRAVERSE SHOWING ERROR OF CLOSURE AND METHOD OF BALANCING. A
SKETCH SHOWING ALL DISTANCES, ANGLES AND CALCULATIONS REQUIRED TO
DETERMINE CORNERS AND DISTANCES OF THE PLAT SHALL ACCOMPANY THIS
DATA. THE ALLOWABLE ERROR OF CLOSURE SHALL NOT EXCEED ONE FOOT IN
5,000 FEET.
ftl
t.
FOUND 1-1/2"IRON
PIPE 0.4'(S) & 0.1 '(E)
OF CORNER.
I
1
LOT 3
46.5'
PIRVATE DRAINAGE
EASEMENT w
io
(o
�z
L -
N 895745" W 75.00'
N
o co
o
co a
R
O
46.5' --+-{ o
PIRVATE DRAINAGE I z
EASEMENT
I
_ 46.50' I .-
�i
171.15'
3
13,298 SF
19512 88TH AVE W
I
' I
I I
I
I
I I
I I
I
LOT 2 LOT 1
I I
CITY OF I EDMONDS
S.P. NO. S-31-78
A.F.#7807270284 j
I I
FOUND MAG NAIL, NO
WASHER 0.1 '(S) & 1 20
I 0.2'(W) OF CORNER
N 89'5745" W 261.41' I _
90.26'0.00'
15' PRIVATE
DRAINAGE
EASEMENT
N 8957 45' W 124.65'
N 89'5745" W 96.15'
N 89'5745" W 107.65'
9
FOUND CASED CONC. MON. W/
n 1/2" IRON PIPE IN CONC.
DOWN 1.0'. VISITED 3-12-21
i HELD FOR BEARING
I
I
I
I
I
(
I
col
I
I
I
l
I
10' PUBLIC RIGHT-OF-WAY - I
DEDICATED TO THE CITY i
OF EDMONDS
1,548 SF
IN
I
12,010SF l�
19508 88TH AVE W ^ L' _
%rrinrrir� � �I �
l
N N o Q W
EXISTING HOUSE
Y TO REMAIN z Z I p Q
I
�ir1L[i.C1GL�11� i � Qi 00
I w
I N
N 89'57'50" W 77.30' I o
Iz
o I
o I
77.01' 30 DO' - _
FOUND REBAR W/CAP I
CORNER i & JOINT UTILITY EASEMENT STAMPED ';4FM 30442" I 20' I
0.1'(W) & 0.2'(S) of
----------------------------i CORNER. I
I
i
I
I i I I
27041BG0300300
27041800303500 I 27041800300400 i
I
I I I
I I
I �I
I o'
I W)
Cu2vE TaaLE LINE TABLE
�I
2
14,970 SF
(GROSS)
12,085 SF
(NET)
19510 88TH AVE W
17' PRIVATE ACCESS
EASEMENT �� 00
I I
I
27' DRAINAGE & JOINT
UTILITY EASEMENT
� 1
109.96'
FOUND REBAR W/CAP f N 89'5750" W 259.16'
STAMPED MEYRING
2621 " 0.2'(W) OF I
CURVE
LENGTH
RADIUS
DELTA
C1
13.11,
13.00,
5747'50"
C2
43.98'
28.00'
90100'05"
C3
31.48'
38.00'
47'2752"
25' PRIVATE ACCESS, DRAINAGE
LINE
LENGTH
BEARING
L1
5.25'
N 00'02'15" E
L2
46.75'
N 00-02'15" E
L3
46.75
N 00'02'15" E
I �
I ^I
I ^I
I
I '
I
i T
I
13 V 18 FOUND CASED CONC. MON. W/
N 89'33'56" W _ 1341.38(R i) 1039.92(DEED) _ - _ - _ -
_ � 2-1/2" BRASS DISK &PUNCH
--�--_---_-------------_� 6TH ST. S.W.---------1-------`--- DOWN 1.3'. VISITED 3-12-21
24 19 9 HELD FOR POSITION
CALCULATED SECTION CORNER
NOT VISITED THIS SURVEY
SCALE 1 " = 30'
0 30 60
A. F. NO.