HomeMy WebLinkAboutFinal Plat Map - COR MarkupA UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 1 8
SHEET INDEX
1.DECLARATION, SIGNATURES AND INDEXES
2.PLAT NOTES, EASEMENT PROVISIONS, EXCEPTIONS CONTAINED IN TITLE
3.OVERALL BOUNDARY AND EXISTING EASEMENTS
3-8.ULS LOT DETAILS
FILE NO. LND10-0546, LUA26-00205
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS UNIT LOT SUBDIVISION OF SUNSET HIGHLANDS TOWNHOMES 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 THNC WASHINGTON IN
JUNE, 2026, AND SAID SURVEY WAS BASED UPON AN ACTUAL SURVEY OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; THAT THIS PLAT
IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS ACTUALLY SURVEYED; THAT THE COURSES AND DISTANCES SHOWN HEREON ARE
CORRECT; THAT (1) MONUMENTS AS DESCRIBED AND SHOWN HEREON, UNLESS STATED OTHERWISE HEREON, WILL BE SET AT ALL LOT CORNERS
AS SHOWN; (2) MONUMENTS AS DESCRIBED AND SHOWN HEREON AS "SET" HAVE BEEN SET AS SHOWN; AND (3) ALL MONUMENTS DESCRIBED AND
SHOWN HEREON THAT ARE SHOWN "TO BE SET" WITHIN THE RIGHT-OF-WAY, WITHIN AND WITHOUT THE BOUNDARY OF THIS SUBDIVISION, WILL BE
SET AFTER THE STREET IS PAVED.
_______________________________ _____________
GLENN R SPRAGUE DATE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NO. 41299
RECORDING CERTIFICATE
FILED FOR RECORD THIS ______ DAY OF _______________, 2026, AT______ MINUTES PAST _____ AND RECORDED IN VOLUME _______ OF PLATS,
PAGE(S)___________, RECORDS OF ____________ COUNTY, WASHINGTON.
DIVISION OF RECORDS AND ELECTIONS
______________________________________________________________________________
MANAGER SUPERINTENDENT OF RECORDS
RECORDING NO. _____________________________
PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
KING COUNTY, WASHINGTON.
CITY OF RENTON APPROVALS
CITY OF RENTON PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS _________ DAY OF ______________________ 2026.
__________________________________________________________________
ADMINISTRATOR
CITY OF RENTON MAYOR
EXAMINED AND APPROVED THIS _________ DAY OF ______________________ 2026.
__________________________________________________________________
MAYOR
CITY CLERK
ATTESTED THIS _________ DAY OF ______________________ 2026.
__________________________________________________________________
CITY CLERK
CITY OF RENTON FINANCE DEPARTMENT
I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE
CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER
PUBLIC USES ARE PAID IN FULL THIS _________ DAY OF ______________________ 2026.
__________________________________________________________________
FINANCE ADMINISTRATOR
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS _________ DAY OF ______________________ 2026.
___________________________________ ___________________________________
KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR
ACCOUNT NUMBERS: 785380-0030 AND 785380-0040
KING COUNTY FINANCE DIVISION CERTIFICATE
I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO
THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE
PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL.
THIS ___________ DAY OF __________________________ 2026.
___________________________________ ___________________________________
MANAGER, KING COUNTY FINANCE DIVISION DEPUTY
KING COUNTY APPROVALS
LEGAL DESCRIPTION
PARCEL A:
PARCEL 3, SOLERA, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 309 OF PLATS, PAGES 11 THROUGH 14, IN KING COUNTY, WASHINGTON.
PARCEL B:
PARCEL 4, SOLERA, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 309 OF PLATS, PAGES 11 THROUGH 14, IN KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SURVEYOR'S ACKNOWLEDGEMENT
STATE OF WASHINGTON )
) SS:
COUNTY OF KING )
ON THIS DAY, BEFORE ME, GLENN R SPRAGUE, PERSONALLY APPEARED, PROVED TO ME TO BE THE INDIVIDUAL DESCRIBED IN
AND WHO EXECUTED THE WITH AND FORGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE
AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED.
DATED: .
(PRINT NAME)
NOTARY PUBLIC FOR THE STATE OF WASHINGTON
MY COMMISSION EXPIRES:
SITE INDEX
SEC. 11, TWP. 23N, RGE. 5E, W.M.
ACKNOWLEDGEMENTS
STATE OF )
) SS.
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ___________________________________ IS THE PERSON WHO APPEARED BEFORE ME AND SAID
PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED
IT AS THE _________________________ OF TPG AG EHC III(NWHM) MULTI STATE 3, LLC, A DELAWARE LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS ___________________________________
SIGNATURE ____________________________________
TITLE ________________________________________
MY APPOINTMENT EXPIRES _________________________
STATE OF )
) SS.
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ___________________________________ IS THE PERSON WHO APPEARED BEFORE ME AND SAID
PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED
IT AS THE _________________________ OF THNC WASHINGTON, LLC, A DELAWARE LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH
PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS ___________________________________
SIGNATURE ____________________________________
TITLE ________________________________________
MY APPOINTMENT EXPIRES _________________________
STATE OF )
) SS.
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ___________________________________ IS THE PERSON WHO APPEARED BEFORE ME AND SAID
PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED
IT AS THE _________________________ OF SOLERA MANAGER, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH
PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS ___________________________________
SIGNATURE ____________________________________
TITLE ________________________________________
MY APPOINTMENT EXPIRES _________________________
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF FEE SIMPLE INTEREST IN THE LAND HEREBY SUBDIVIDED, DECLARE THIS
PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS NOT SHOWN
AS PRIVATE. WE DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH PUBLIC HIGHWAY PURPOSES AND ALSO THE RIGHT TO MAKE
ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS. WE FURTHER DEDICATE TO
THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, WHICH MAY INCLUDE BUT
NOT BE LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED
ON THE PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC. WE DEDICATE AND CONVEY EACH STREET, EASEMENT AND
TRACT NOT DEDICATED TO THE PUBLIC TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED.
FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR OURSELVES, OUR HEIRS AND ASSIGNS, AND ANY PERSON OR ENTITY
DERIVING TITLE FROM THE UNDERSIGNED ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON AND ITS SUCCESSORS AND ASSIGNS WHICH MAY BE
OCCASIONED TO THE ADJACENT LANDS BY THE ESTABLISHED CONSTRUCTION, DRAINAGE AND MAINTENANCE OF DEDICATED ROADS WITHIN THIS SUBDIVISION.
FURTHER, KNOW ALL PEOPLE BY THESE PRESENTS THAT WE HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE HOMEOWNERS ASSOCIATION (HOA) OF “SUNSET
HIGHLANDS TOWNHOMES ASSOCIATION” IN ACCORDANCE WITH WASHINGTON STATE LAW AND HAVE IDENTIFIED EACH LOT OF THIS PLAT AS A MEMBER OF SAID
HOA. SAID HOA IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE PLAT OF “SUNSET HIGHLANDS TOWNHOMES” AS
DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER _________________.
THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS.
IN WITNESS WHEREOF, WE HAVE SET OUR HANDS AND SEALS, THIS _____ DAY OF ______________, 2026.
TPG AG EHC III(NWHM) MULTI STATE 3, LLC THNC WASHINGTON, LLC
A DELAWARE LIMITED LIABILITY COMPANY A DELAWARE LIMITED LIABILITY COMPANY
(AS OWNER)(AS DECLARANT)
BY:____________________________________________BY:______________________________________________________
ITS:____________________________________________ITS:_____________________________________________________
SOLERA MANAGER, LLC, A WASHINGTON LIMITED LIABILITY COMPANY
(AS OWNER)
BY:____________________________________________
ITS:____________________________________________
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 2 8FILE NO. LND10-0546, LUA26-00205
EASEMENT PROVISIONS (EP)
1.PUBLIC UTILITY EASEMENT RESTRICTIONS/PROVISIONS:
ALL EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS “PRIVATE”, OR OTHERWISE NOTED, ARE HEREBY GRANTED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION,
FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSTALLING, REPAIRING, REPLACING, ENLARGING, OPERATING AND MAINTAINING UTILITIES AND UTILITY
PIPELINES, INCLUDING, BUT NOT LIMITED TO, WATER AND SANITARY SEWER, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THERETO WITHOUT PRIOR
INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AND WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFOR. FOLLOWING THE INITIAL
CONSTRUCTION OF ITS FACILITIES, THE CITY MAY FROM TIME TO TIME CONSTRUCT SUCH ADDITIONAL FACILITIES AS IT MAY REQUIRE. THIS EASEMENT IS SUBJECT TO
THE FOLLOWING TERMS AND CONDITIONS:
1. THE CITY OF RENTON, UPON COMPLETION OF ANY WORK WITHIN THE PROPERTY COVERED BY THE EASEMENT, SHALL RESTORE THE SURFACE OF THE EASEMENT,
AND ANY PRIVATE IMPROVEMENTS DISTURBED OR DESTROYED DURING EXECUTION OF THE WORK, AS NEARLY AS PRACTICABLE TO THE CONDITION THEY WERE IN
IMMEDIATELY BEFORE COMMENCEMENT OF THE WORK OR ENTRY BY THE CITY.
2. THE PROPERTY OWNER(S) SHALL RETAIN THE RIGHT TO USE THE SURFACE OF THE EASEMENT AS LONG AS SUCH USE DOES NOT INTERFERE WITH THE EASEMENT
RIGHTS GRANTED TO THE CITY. THE PROPERTY OWNER(S) SHALL NOT, HOWEVER, HAVE THE RIGHT TO:
A. ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT; OR
B.PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE UTILITIES TO BE PLACED
WITHIN THE EASEMENT BY THE CITY; OR
C. DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RESTORING
THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN; OR
D. DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OR UNEARTH CITY'S
FACILITIES ON THE RIGHT-OF-WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES; OR
E. BLAST WITHIN FIFTEEN (15) FEET OF THE EASEMENT; OR
F. ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY’S VEHICLES TO THE CITY’S FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR
AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH; OR
G. ERECT ANY OBJECTS WITHIN FIFTEEN (15) ABOVE THE GROUND SURFACE WITHIN THE EASEMENT.
3. GRADING AND/OR CONSTRUCTION WITHIN ANY PUBLIC EASEMENT SHALL NOT BE ALLOWED UNLESS PRIOR REVIEWED AND APPROVED BY THE CITY OF RENTON.
TRACT NOTES
1.TRACT DEFINITION - A 'TRACT' IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL
AREAS, SURFACE WATER FACILITIES AND BEST MANAGEMENT PRACTICES (BMP'S), UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES
FOR THE PURPOSES OF OF RESIDENTIAL DWELLING. THE OWNERS OF LOTS 1 THROUGH 90 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN AND RESPONSIBILITY
FOR MAINTENANCE OF THE PRIVATE TRACTS UNLESS OTHERWISE NOTED.
2.TRACT “A” IS AN OPEN SPACE TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN THIS PLAT AS FOLLOWS: EACH
OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT “A”. THE PLAT’S HOMEOWNERS ASSOCIATION SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT “A”. HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT “A”, THEN THE
OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT.
TRACT "A" IS SUBJECT TO EASEMENT PROVISION 1, 2, 3, 4, 5 AND 6.
3.TRACTS “B", "C" AND "D” ARE OPEN SPACE TRACTS FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN THIS PLAT AS
FOLLOWS: EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS “B", "C" AND "D”. THE PLAT’S
HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS “B", "C" AND "D”. HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION
FAIL TO PROPERLY MAINTAIN TRACTS “B", "C" AND "D”, THEN THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE
MAINTENANCE OF SAID TRACT.
TRACT "B", "C" AND "D" ARE SUBJECT TO EASEMENT PROVISION 1, 3, 4, 5 AND 6.
TRACTS “B", "C" AND "D” ARE PRIVATE STORM DRAINAGE TRACTS FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN THIS
PLAT AS FOLLOWS: EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT “B", "C" AND "D”. THE PLAT’S
HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE TRACT AND ANY IMPROVEMENTS CONTAINED
THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AS LISTED IN EASEMENT PROVISION 1. HOWEVER, SHOULD THE
HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT THEN THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE
MAINTENANCE OF SAID TRACT. THE HOMEOWNERS ASSOCIATION SHALL OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON, OR ITS SUCCESSOR OR
ASSIGN, PRIOR TO ACTIVITIES DISTURBING THE TRACT SUCH AS CLEARING AND GRADING, FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR
ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING WITHIN THE TWO-YEAR MAINTENANCE PERIOD). THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS
PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A
POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE
OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES AND/OR ON-SITE BMPS CONTAINED THEREIN.
TRACT "B", "C" AND "D" ARE SUBJECT TO EASEMENT PROVISION 1, 3, 4 AND 5.
4.TRACTS “E", "G", "H", "J", "K", "N", "P", "R", "S" AND "T” ARE OPEN SPACE TRACTS FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT
OWNERS IN THIS PLAT AS FOLLOWS: EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS “E", "G", "H", "J",
"K", "N", "P", "R", "S" AND "T”. THE PLAT’S HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS “E", "G", "H", "J", "K", "N", "P", "R",
"S" AND "T”. HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACTS “E", "G" ,"H", "J", "K", "N", "P", "R", "S" AND "T”, THEN THE
OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT.
TRACTS "E", "G", "H", "J", "K", "N", "P", "R", "S" AND "T" ARE SUBJECT TO EASEMENT PROVISION 1, 2, 3, 4, 5 AND 6.
5.TRACT “F", "L", "Q" AND "U” ARE PRIVATE STORM DRAINAGE TRACTS FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN
THIS PLAT AS FOLLOWS: EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS “F", "L", "Q" AND "U”. THE
PLAT’S HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE TRACT AND ANY IMPROVEMENTS
CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AS LISTED IN EASEMENT PROVISION 1, 2 AND 5.
HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT THEN THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE
EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. THE HOMEOWNERS ASSOCIATION SHALL OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF
RENTON, OR ITS SUCCESSOR OR ASSIGN, PRIOR TO ACTIVITIES DISTURBING THE TRACT SUCH AS CLEARING AND GRADING, FILLING, PIPING, CUTTING OR REMOVING
VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING WITHIN THE TWO-YEAR MAINTENANCE PERIOD).
THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY
GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND
EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE
FACILITIES AND/OR ON-SITE BMPS CONTAINED THEREIN.
TRACTS "F", "L", "Q" AND "U" ARE SUBJECT TO EASEMENT PROVISION 1, 2, 3, 4 AND 5.
6.TRACT “M” IS AN OPEN SPACE TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN THIS PLAT AS FOLLOWS: EACH
OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT “M”. THE PLAT’S HOMEOWNERS ASSOCIATION SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT “M”. HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT “M”, THEN THE
OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT.
TRACT "M" IS SUBJECT TO EASEMENT PROVISIONS 1, 2, 3, 4, 5 AND 6.
TRACT “M” IS A PRIVATE STORM DRAINAGE TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN THIS PLAT AS
FOLLOWS: EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT “M”. THE PLAT’S HOMEOWNERS
ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE TRACT AND ANY IMPROVEMENTS CONTAINED THEREIN, WITH THE
EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AS LISTED IN EASEMENT PROVISIONS 1 AND 2. HOWEVER, SHOULD THE
HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT THEN THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE
MAINTENANCE OF SAID TRACT. THE HOMEOWNERS ASSOCIATION SHALL OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON, OR ITS SUCCESSOR OR
ASSIGN, PRIOR TO ACTIVITIES DISTURBING THE TRACT SUCH AS CLEARING AND GRADING, FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR
ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING WITHIN THE TWO-YEAR MAINTENANCE PERIOD).
THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY
GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND
EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE
FACILITIES AND/OR ON-SITE BMPS CONTAINED THEREIN.
TRACT "M" IS SUBJECT TO EASEMENT PROVISION 1, 2, 3, 4, AND 5.
7.TRACTS "V" AND "W” ARE PRIVATE SHARED ACCESS TRACTS FOR THE BENEFIT OF LOTS 1-90 WHICH ADJOIN SAID TRACTS AND OBTAIN THEIR ACCESS TO THE PUBLIC
ROADS OVER SAID TRACTS AND IS CONVEYED TO SAID LOTS’ OWNERS AS FOLLOWS: LOTS 1-90 INCLUDE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID
TRACTS FOR SHARED ACCESS PURPOSES. THE PLAT’S HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS "V" AND "W".
HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACTS “V” AND "W", THEN THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL
ALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE TRACTS AND ANY IMPROVEMENTS CONTAINED THEREIN WITH THE
EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AS LISTED IN EASEMENT PROVISIONS 1 AND 2. PARKING IS PROHIBITED WITHIN SAID
TRACTS, AND IT MUST REMAIN CLEAR OF ANY OBSTRUCTIONS.
TRACT “V" AND "W" ARE SUBJECT TO EASEMENT PROVISION(S) 1, 2, 3, 4, 5 AND 6.
8.TRACTS "I" AND "O" WERE INTENTIONALLY REMOVED FROM THE FINAL PLAT AND THE REMAINING TRACTS WERE NOT RE-LETTERED.
EXCEPTIONS CONTAINED IN TITLE
1.THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, ENCROACHMENTS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, AS SET FORTH ON THE CORRECTED PLAT OF RENTON HIGHLANDS NO 2,
VOLUME 57 OF PLATS, PAGES 92 THROUGH 98. (NOTHING TO PLOT, NOTED HERE)
2.THIS SITE IS SUBJECT TO PUBLIC AND/OR PRIVATE EASEMENTS, IF ANY, IN EXISTENCE OVER, UNDER, ALONG AND ACROSS THAT PORTION OF THE SITE LYING WITHIN
THE VACATED PORTION OF 11TH AVENUE NORTH, AS VACATED BY CITY OF RENTON ORDINANCE NO 6027, RECORDED UNDER KING COUNTY RECORDING NUMBER
20210928000762. (NOTHING TO PLOT, NOTED HERE)
3.THIS SITE IS SUBJECT TO AN EASEMENT FOR BROADBAND COMMUNICATIONS SYSTEMS AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING
NUMBER 20220623001360. (EASEMENT IS BLANKET IN NATURE OVER PARCEL A)
4.THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, ENCROACHMENTS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, AS SET FORTH ON CITY OF RENTON LOT LINE ADJUSTMENT NO
LUA22-000265 RECORDED UNDER KING COUNTY RECORDING NUMBER 20220825900001. (POWER, COMMUNICATION, ACCESS EASEMENT AND LEASE AREA SHOWN
HEREON)
5.THIS SITE IS SUBJECT TO A UTILITY SYSTEM EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20221024001003.
(EASEMENT IS AS CONSTRUCTED, NOTED HERE)
6.THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS CONTAINED IN DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 20250922000559. (NOTHING TO
PLOT, NOTED HERE. THE GRANTEE SHALL BE REQUIRED TO DEDICATE PORTIONS OF SAID PARCEL FOR RIGHT-OF-WAY PURPOSES IN CONNECTION WITH THE
RECORDING OF THE PLAT AS REQUIRED BY THE PURCHASE AND SALE AGREEMENT BETWEEN THE PARTIES)
7.THIS SITE IS SUBJECT TO A TEMPORARY CONSTRUCTION EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER
20250922000560. (EASEMENT IS BLANKET IN NATURE, NOTED HERE)
8.THIS SITE IS SUBJECT TO A TEMPORARY CONSTRUCTION EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER
20250922000561. (EASEMENT IS BLANKET IN NATURE, NOTED HERE)
9.THIS SITE IS SUBJECT TO AN OPTION TO PURCHASE LAND AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20250922000562.
(NOTHING TO PLOT, NOTED HERE)
10.THIS SITE IS SUBJECT TO AN EASEMENT FOR SANITARY SEWER AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 6471624,
EASEMENT IS DELINEATED ON INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBERS 8204219003 AND 9612099001. (EASEMENT IS AS CONSTRUCTED
OVER THE EXISTING SEWER LINE, IT APPEARS THAT THE SEWER SYSTEM HAS BEEN ABANDON PER SURVEY RECORDING UNDER KING COUNTY NUMBER 9612099001)
11.THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON RESOLUTION NO 4289 AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY
RECORDING NUMBER 20180109000394, SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20160628000612.
(NOTHING TO PLOT, NOTED HERE)
12.THIS SITE IS SUBJECT TO CITY OF RENTON ORDINANCE NO 5961 AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER
20200327001740. (NOTHING TO PLOT, NOTED HERE)
13.THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, EASEMENTS, EASEMENT PROVISIONS, ENCROACHMENTS, DEDICATIONS, BUILDING
SETBACK LINE, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, AS SET FORTH ON THE PLAT OF SOLERA RECORDED UNDER KING COUNTY RECORDING NUMBER
20251224000495 AND AMENDED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20260212900002. (EASEMENTS SHOWN HEREON)
14.THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER
20251224000498. (NOTHING TO PLOT, NOTED HERE)
NOTES
PRIVATE DRAINAGE FACILITY AND/OR BMPS NOTE
DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BEST MANAGEMENT PRACTICES (BMPS) RECORDED UNDER KING
COUNTY RECORDING NUMBER ________________.
PRIVATE UTILITY MAINTENANCE NOTES
EACH PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SANITARY SEWER STUB FROM THE POINT OF USE ON HIS/HER/ITS OWN PROPERTY TO THE
POINT OF CONNECTION IN THE CITY’S AND/OR DISTRICT’S SANITARY SEWER MAIN. ANY PORTION OF A SANITARY SEWER STUB WHICH JOINTLY SERVICES MORE THAN ONE
PROPERTY SHALL BE JOINTLY MAINTAINED AND REPAIRED BY THE PROPERTY OWNERS SHARING THE STUB. THE JOINT USE AND MAINTENANCE SHALL RUN WITH THE LAND
AND BE BINDING ON SAID PROPERTY OWNERS , INCLUDING THEIR HEIRS, SUCCESSORS AND ASSIGNS.
SIDEWALK AND LANDSCAPE STRIP MAINTENANCE NOTES
EACH PROPERTY OWNER OF LOTS 34-66 AND 72-91, AND TRACTS "A", "E", "F", "G", "H", "J", "K", "L", "M", "N", "P", "Q", "R", "S", "T" AND "U" SHALL BE RESPONSIBLE FOR KEEPING THE
SIDEWALK ABUTTING THE SUBJECT PROPERTY CLEAN AND LITTER FREE. EACH SUCH PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF VEGETATION
WITH THE ABUTTING LANDSCAPE STRIP, EXCLUDING THE STREET TREES AND STORM DRAINAGE FACILITIES (SUCH AS BIORETENTION PLANTERS) WHICH ARE OWNED BY THE
CITY OF RENTON. THE MAINTENANCE SHALL RUN WITH THE LAND AND BE BINDING ON ALL PROPERTY OWNERS WITHIN THIS PLAT, INCLUDING THEIR HEIRS, SUCCESSORS
AND ASSIGNS. UNDER NO CIRCUMSTANCES SHALL THE CITY BEAR ANY MAINTENANCE RESPONSIBILITY FOR LANDSCAPE STRIPS CREATED BY THIS PLAT.
BUILDING DRAINAGE NOTES
ALL BUILDING DOWNSPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT
STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF RENTON (PLANS NO. 4363) OR ADDRESSED IN THE BUILDING
PERMIT DRAINAGE REVIEW ON FILE WITH THE CITY OF RENTON. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE IN COMPLIANCE WITH CITY OF
RENTON STANDARDS. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS
THAT ARE DESIGNATED FOR INDIVIDUAL BMP SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH SAID PLANS.
ALL INDIVIDUAL STUB-OUTS AND INFILTRATION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOA.
TOWNHOMES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE ON-SITE BEST MANAGEMENT PRACTICES
(BMPS) MATCHING OR EQUIVALENT TO THE APPROVED TECHNICAL INFORMATION REPORT AND CIVIL CONSTRUCTION PLANS ON FILE WITH THE CITY OF RENTON (NO. 4363)
AND REQUIREMENTS OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL, AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT RECORDED
HEREON OR AT THE TIME OF BUILDING PERMIT ISSUANCE. COMPLIANCE WITH THESE REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR BUILDING
PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR BUILDING PERMIT FOR EACH LOT.
2.10-FT PUBLIC AND PRIVATE UTILITY EASEMENT
EASEMENTS ARE HEREBY GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY, INC., CENTURYLINK TELEPHONE COMPANY, QWEST
COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., AND OTHER UTILITY PROVIDERS AND THEIR RESPECTIVE SUCCESSORS
AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF ALL LOTS AND TRACTS LYING PARALLEL WITH AND ADJOINING THE PROPOSED AND
EXISTING STREET FRONTAGES IN WHICH TO INSTALL, LAY, CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, ENLARGE UNDERGROUND PIPES,
CONDUITS, CABLES AND WIRES WITH ALL NECESSARY OR CONVENIENT UNDERGROUND OR GROUND-MOUNTED APPURTENANCES THERETO, FOR THE
PURPOSES OF SERVING THIS SUBDIVISION AND OTHER PROPERTIES WITH ELECTRIC, GAS, TELEPHONE, TELEVISION, WATER, SANITARY SEWER, PUBLIC
AND PRIVATE STORM DRAINAGE AND OTHER UTILITY SERVICE, TOGETHER WITH THE RIGHT TO ENTER THEREUPON AT ALL TIMES FOR THE PURPOSES
HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION
BY THE UTILITY. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE USE OR CABLE TELEVISION OR ANY OTHER
PURPOSE SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THE EASEMENTS UPON ANY LOT OR TRACT UNLESS THE SAME SHALL BE
UNDERGROUNDED OR IN CONDUIT TO A BUILDING.
3.AN EASEMENT IS HEREBY GRANTED TO RENTON REGIONAL FIRE AUTHORITY, OVER AND ACROSS TRACTS “A", "B", "C", "D", "E", "F", "G", "H", "J", "K", "L", "M”,
"N", "P", "Q", "R", "S", "T", "U", "V" AND "W" FOR THE PURPOSES OF EMERGENCY ACCESS.
4.AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, OVER, UNDER, AND ACROSS TRACTS “A", "B", "C", "D", "E", "F",
"G", "H", "J", "K", "L", "M”, "N", "P", "Q", "R", "S", "T", "U", "V" AND "W" FOR THE PURPOSES OF UTILITY AND EMERGENCY ACCESS.
5.A PRIVATE UTILITY EASEMENT OVER, UNDER, AND ACROSS TRACTS "A", "B", "C", "D", "E", "F", "G", "H", "J", "K", "L", "M”, "N", "P", "Q", "R", "S", "T", "U", "V" AND "W" IS
GRANTED FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS CONVEYED TO ALL LOT OWNERS IN THIS PLAT AS FOLLOWS: EACH OWNERSHIP OF A
LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACTS. THE PLAT’S HOMEOWNERS ASSOCIATION SHALL BE
RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE TRACTS AND ANY IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION
OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AS LISTED IN EASEMENT PROVISIONS 1 AND 2. HOWEVER, SHOULD THE
HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACTS THEN THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY
RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS.
6.PUBLIC ACCESS EASEMENTS ARE HEREBY GRANTED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, ITS SUCCESSORS AND ASSIGNS, AND FOR USE
BY THE PUBLIC, OVER, UNDER, AND ACROSS ALL PEDESTRIAN PATHWAY CONNECTIONS LOCATED IN THE COMMON OPEN SPACE TRACTS FOR THE
PURPOSE OF PERPETUAL, NONEXCLUSIVE ACCESS TO ENSURE LONG-TERM PUBLIC USE. THE PLAT'S HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE
FOR THE MAINTENANCE OF SAID EASEMENTS. HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID EASEMENTS, THEN
THE OWNERS OF THE LOTS WITHIN THE PLAT SHALL ALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID EASEMENTS.
COVENANTS
ANY FUTURE DIVISION OF THE LOTS OR INCREASE TO DENSITY MUST BE CONSISTENT WITH THE MAXIMUM DENSITY REQUIREMENTS AS MEASURED WITH THE MASTER SITE
PLAN AS A WHOLE.
20' X 30' WATER/SEWER ESMT
PER PLAT REC NO 20251224000495
20' X 47' WATER/SEWER ESMT
PER PLAT REC NO 20251224000495
JEF
F
E
R
S
O
N
A
V
E
N
U
E
N
E
JE
F
F
E
R
S
O
N
A
V
E
N
U
E
N
E
HA
R
R
I
N
G
T
O
N
P
L
A
C
E
N
E
NE
1
0
T
H
S
T
R
E
E
T
N32°13'36"E
29.55
TPN 63773
0
-
0
0
0
0
THE OLYM
P
I
C
C
O
N
D
O
M
I
N
I
U
M
VOL 65, PG
S
9
6
-
1
0
0
TPN 72278
0
-
1
6
6
0
LOT 46 B
REC NO 20
1
7
0
6
2
0
0
0
0
7
2
8
TPN 31220
0
-
0
0
0
0
HARRINGT
O
N
P
L
A
C
E
C
O
N
D
O
M
I
N
I
U
M
VOL 56, PG
S
5
2
-
5
6
5' COMMUNICATION ESMT
REC NO 9809161476
LEASE AREA
REC NO 9809161476 5' POWER ESMT
REC NO 9809161476
15' ACCESS ESMT
REC NO 9809161476
20' X 47' WATER/SEWER ESMT PER
SHORT REC NO 20251224000495
N32
°
1
3
'
3
2
"
E
2
7
1
.
4
6
R =1 8 1.0 0 Δ =5 8 °4 8 '2 1 "L =1 8 5 .7 7
N35
°
4
1
'
5
8
"
E
6
6
7
.
7
3
N35
°
4
1
'
5
8
"
E
2
0
5
.
0
9
N0
1
°
0
1
'
5
7
"
E
2
2
7
.
6
8
N88°58'03"W
27.41
FOUND 4"X4" CONCRETE MONUMENT
WITH 2" BRASS DISC WITH PUNCH
MARKED "LS#45174 2018" IN CASE
DOWN 0.60
FOUND 4"X4" CONCRETE MONUMENT
WITH 2" BRASS DISC WITH PUNCH
MARKED "LS#45174 2018" IN CASE
DOWN 0.50
3.64' N & 4.53' E OF CALCULATED
CENTERLINE INTERSECTIONFOUND 4"X4" CONCRETE MONUMENT
WITH 2" BRASS DISC WITH PUNCH
MARKED "LS#45174 2018" IN CASE
DOWN 0.60
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.50
HELD FOR ROTATION
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.50
HELD FOR POSITION
FOUND REBAR AND CAP
MARKED "KJOYLER LS#5524"
0.4' W OF PROPERTY LINE
FOUND SURFACE MONUMENT
WITH 3" BRASS DISC WITH PUNCH
MARKED "COR #23 LS#33130"
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.4
NEW CENTERLINE ALIGNMENT
PER REFERENCE 1
OLD CENTERLINE ALIGNMENT
PER REFERENCE 2
N5
4
°
1
8
'
0
2
"
W
2
3
0
.
1
8
(BA
S
I
S
O
F
B
E
A
R
I
N
G
S
)
NE
1
1
T
H
S
T
R
E
E
T
R=95.00
Δ=34°40'01"
L=57.48
N35
°
4
1
'
5
8
"
E
1
6
0
.
5
9
R=65.50
Δ=34°40'01"
L=39.63
N0
1
°
0
1
'
5
7
"
E
1
7
8
.
1
8
R=15.00
Δ=90°00'00"
L=23.56
N88°58'03"W 7.19
R =120.0 0 Δ =5 8 °4 8 '2 1 "L =1 2 3.16
N32
°
1
3
'
3
6
"
E
2
2
3
.
9
6
R=31.50
Δ=86°31'38"
L=47.57
N5
4
°
1
8
'
0
2
"
W
1
3
1
.
2
8
R=15 .0 0
Δ=90°0 0'0 0"
L=2 3.5 6
R=15.00
Δ=90°00'00"
L=23.56
N5
4
°
1
8
'
0
2
"
W
1
8
3
.
8
9
N35
°
4
1
'
5
8
"
E
5
7
8
.
4
9
R=15.00
Δ=87°50'47"
L=23.00
R=245.44 Δ=34°09'50"L=146.35
N89°22'55"E 9.18
N00°37'05"W
1.43
N32
°
1
3
'
3
6
"
E
6
6
1
.
4
9
HA
R
R
I
N
G
T
O
N
A
V
E
N
U
E
N
E
57.5
9
213
.
8
7
N57°46'28"W
26.50
N54°36'19"W
42.81
R=215.44
Δ=34°09'50"
L=128.46
N89°22'55"E
9.18
N00°37'05"W
30.00
5 4
8 9
NE 12TH STREET
FOUND CONCRETE MONUMENT
WITH 2-3/4 WITH 3" BRASS DISC IN
CASE, DOWN 0.7
COR #57
N88°58'03"W 1756.69
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 3 8FILE NO. LND10-0546, LUA26-00205
0 6030
SCALE: 1" = 60'
BASIS OF BEARINGS
N54°18'02"W BETWEEN THE FOUND MONUMENTS ALONG THE CENTERLINE OF NE 11TH STREET
ROTATED TO CITY OF RENTON MONUMENT NUMBERS 23 AND 57.
REFERENCES
1.SOLERA, A PLAT COMMUNITY, CITY OF RENTON FILE NUMBER LUA 24-000221, RECORDED
UNDER KING COUNTY RECORDING NUMBER 20251224000495.
2.RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER
20161214900021.
SURVEYOR'S NOTES
1.ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO
TITLE INSURANCE COMPANY COMMITMENT NUMBER 0306730-16 2ND GUARANTEE,
DATED MAY 28, 2026. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO
INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES
AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND
DISCLOSED BY THE REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT.
CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY'S
REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND
THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS
TO THAT EXTENT.
2.THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON
FEBRUARY 2, 2026. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED
FOR THIS PROJECT IN FEBRUARY, 2026.
3.PROPERTY AREA = 168,159± SQUARE FEET (3.8603± ACRES).
4.ALL DISTANCES ARE IN US FEET AT GROUND LEVEL.
5.BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF
CONTROLLING MONUMENTATION AND INTERPRETATION OF RECORD DESCRIPTIONS
AND OTHER EVIDENCE. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO
THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING
MONUMENTATION.
6.THIS IS A FIELD TRAVERSE SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL
STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS
BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE
TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING
INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO
MANUFACTURER'S SPECIFICATIONS.
NE
1
0
T
H
S
T
R
E
E
T
N5
4
°
1
8
'
0
5
"
W
1
9
3
.
8
0
96.
8
0
67.
5
0
29.
5
0
N5
4
°
1
8
'
0
5
"
W
1
0
4
.
7
7
N35
°
4
1
'
5
8
"
E
1
5
0
.
1
2
155
.
3
1
AL
L
E
Y
A
AL
L
E
Y
D
11
10
9
8
5
4
3
2
1
7
6
TRACT A
57
54
56
TRACT K
59
58
60
TRACT L
19
18
17
16
13
12
TRACT B
15
14
55
1,256± SF
1,017± SF
1,017± SF
1,219± SF
1,132± SF
1,318± SF
1,261± SF
1,132± SF
1,343± SF
1,343± SF
1,132± SF
4,884± SF
(OPEN SPACE & UTILITIES)
1,045± SF
982± SF
1,245± SF
982± SF
1,246± SF
1,428± SF
982± SF
1,046± SF
1,046± SF
791± SF
1,208± SF
1,017± SF
1,017± SF
1,219± SF
1,017± SF
1,219± SF
3,833± SF
1,219± SF
1,017± SF
20.
0
0
N35
°
4
1
'
5
5
"
E
6
4
.
2
9
22.
0
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L1
N35
°
4
1
'
5
5
"
E
3
5
.
5
8
18.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
6
4
.
2
9
19.
0
0
20.
0
0
N35
°
4
1
'
5
5
"
E
3
9
.
5
0
L2
N35
°
4
1
'
5
5
"
E
2
4
.
7
9
19.
0
0
N35
°
4
1
'
5
5
"
E
2
4
.
7
9
L3
N35
°
4
1
'
5
5
"
E
3
9
.
5
0
22.
0
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L4
N35
°
4
1
'
5
5
"
E
3
5
.
5
8
18.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
6
4
.
2
9
18.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L5
N35
°
4
1
'
5
5
"
E
3
5
.
5
8
20.
0
0
22.
0
0
N35
°
4
1
'
5
5
"
E
6
4
.
2
9
51.4
4
C1
R=245.44 Δ=34°09'50"L=146.35
N89°22'55"E 9.18
N00°37'05"W 1.43
126
.
4
4
N54°18'05"W
2.18
L65
5.7
1
12.
6
0
12.
4
9
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
49.
5
0
C1
0
L73
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L29
N5
4
°
1
8
'
0
2
"
W
2
7
.
6
0
22.0
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L28
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
16.5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
22.0
0
24.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
24.0
0
20.
0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
7
4
L27
N5
4
°
1
8
'
0
2
"
W
2
7
.
7
6
22.0
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.
5
0
18.5
0
20.0
0119
.
3
1
C4
10.
3
7
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
22.
0
0
16.
5
0L10
18.5
9
N54°18'05"W
3.32
20.
0
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
L12
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
9
18.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
L11 N35
°
4
1
'
5
5
"
E
2
8
.
7
1
19.
4
0
5.4
4
C3
114
.
1
2
C2
1.17
N35
°
4
1
'
5
5
"
E
5
8
.
0
9
22.
0
0
16.
5
0
16.
5
0
22.
6
3
58.0
9
L66
150
.
4
0
4.3
3
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
22.
0
0
16.
5
0
16.
5
0
22.
0
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
20.
0
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
7
L9
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
18.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
7
L8
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
20.
0
0
20.
6
3
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L6
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
9
18.
5
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L7
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
20.
0
0
61
1,245± SF
A
25'
27.3
25.0
25.0
20.0
25.0
N5
4
°
1
8
'
0
5
"
W
7
7
.
0
0
N5
4
°
1
8
'
0
5
"
W
5
8
.
5
0
N5
4
°
1
8
'
0
5
"
W
7
7
.
6
3
N5
4
°
1
8
'
0
5
"
W
7
7
.
0
0
L67
L68
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
A
104
.
1
8
JEF
F
E
R
S
O
N
A
V
E
N
U
E
N
E
A
6.83
6.83
2.17
2.17
4.50
6.83
4.70
A
A
4.70
4.31
1.48
1.48
1.48
A
15.0
A
2.00
2.00
2.00
2.00
A
4.31
4.70
15.0 A
L7
5
L74
L7
6
N35
°
4
1
'
5
8
"
E
6
6
7
.
7
3
29.
5
'
29.
5
'
N32
°
1
3
'
3
6
"
E
6
6
1
.
4
9
-
-
-
TPN 63773
0
-
0
0
0
0
THE OLYM
P
I
C
C
O
N
D
O
M
I
N
I
U
M
VOL 65, PG
S
9
6
-
1
0
0
TPN 63773
0
-
0
0
0
0
THE OLYM
P
I
C
C
O
N
D
O
M
I
N
I
U
M
VOL 65, PG
S
9
6
-
1
0
0
N35
°
4
1
'
5
5
"
E
2
6
.
5
9
N35
°
4
1
'
5
5
"
E
6
6
.
0
9
OLD CENTERLINE ALIGNMENT
PER REFERENCE 2
NEW CENTERLINE ALIGNMENT
PER REFERENCE 1
N5
4
°
3
6
'
1
9
"
W
4
2
.
8
1
R=215.44 Δ=34°09'50"L=128.46
9.1830.00
N89°22'55"E 39.18
N0
0
°
3
7
'
0
5
"
W
30
.
0
0
30
'
30'
HA
R
R
I
N
G
T
O
N
P
L
A
C
E
N
E
FOUND 4"X4" CONCRETE MONUMENT WITH
2" BRASS DISC WITH PUNCH
MARKED "LS#45174 2018" IN CASE
DOWN 0.60
FOUND 4"X4" CONCRETE MONUMENT WITH
2" BRASS DISC WITH PUNCH
MARKED "LS#45174 2018" IN CASE
DOWN 0.50
3.64' N & 4.53' E OF CALCULATED
CENTERLINE INTERSECTION
FOUND 4"X4" CONCRETE MONUMENT WITH
2" BRASS DISC WITH PUNCH
MARKED "LS#45174 2018" IN CASE
DOWN 0.60
(PR
I
V
A
T
E
)
C
C
C
C
578
.
4
9
-
-
-
TRA
C
T
V
(P
R
I
V
A
T
E
)
8'13.6
5
MARKED "KJOYLER LS#5524"
0.4' W OF PROPERTY LINE
8'
B
B
B
B
B
B
B
B
8.00
8.00
1.48
PRIVATE STORM DRAINAGE
EASEMENT
REC NO ________________
15.0
B
CURVE TABLE
CURVE #
C1
C2
C3
C4
C10
RADIUS
15.00
10.00
10.00
10.00
10.00
DELTA
87°50'47"
89°59'56"
90°00'04"
89°59'56"
90°00'04"
LENGTH
23.00
15.71
15.71
15.71
15.71
LINE TABLE
LINE #
L12
L27
L28
L29
L65
L66
L67
L68
L73
BEARING
N54°18'05"W
N35°41'58"E
N35°41'58"E
N35°41'58"E
N35°41'55"E
N35°41'55"E
N35°41'55"E
N35°41'55"E
N35°41'58"E
LENGTH
2.00
2.00
2.00
2.00
8.00
8.00
8.00
8.00
3.65
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L74
L75
L76
BEARING
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N35°41'58"E
N54°18'02"W
N54°18'02"W
LENGTH
2.00
1.00
1.00
2.00
2.00
2.00
2.00
2.00
2.00
8.00
5.82
5.82
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 4 8FILE NO. LND10-0546, LUA26-00205
0 2010
SCALE: 1" = 20'
LEGEND
A WIDTH AS NOTED PUBLIC UTILITY EASEMENT, SEE
EASEMENT PROVISION NOTE 1 ON SHEET 2
SET 1/2" REBAR W/YELLOW PLASTIC CAP
STAMPED "CORE 41299"
SET NAIL AND WASHER STAMPED "CORE 41299" AT
5' OFFSET UNLESS NOTED OTHERWISE
SE
E
S
H
E
E
T
5
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
B WIDTH AS NOTED PRIVATE ACCESS EASEMENT, SEE
EASEMENT PROVISION NOTES 3 AND 4 ON SHEET 2
C 10' PUBLIC AND PRIVATE EASEMENT, SEE EASEMENT
PROVISION NOTE 2 ON SHEET 2
JEF
F
E
R
S
O
N
A
V
E
N
U
E
N
E
N5
4
°
1
8
'
0
5
"
W
1
9
3
.
8
0
96.
8
0
N35
°
4
1
'
5
8
"
E
5
6
3
.
5
6
N5
4
°
1
8
'
0
5
"
W
1
0
4
.
7
7
N5
4
°
1
8
'
0
5
"
W
1
1
1
.
8
5
N35
°
4
1
'
5
8
"
E
1
5
0
.
1
2
155
.
3
1
155
.
7
5
AL
L
E
Y
A
ALL
E
Y
B
AL
L
E
Y
D
AL
L
E
Y
E
10
9
8
57
54
56
TRACT K
59
58
60
TRACT L
22
21
23
19
18
17
16
13
12
TRACT B
15
14
20
27
26
25
24
28
48
TRACT H
45
46
47
51
49
30
29
TRACT D
TRACT C
55
53
52
TRACT J
43
1,256± SF
1,017± SF
1,017± SF
1,219± SF
5,635± SF
1,045± SF
982± SF
1,045± SF
1,245± SF
982± SF
1,246± SF
1,428± SF
982± SF
1,046± SF
1,046± SF
1,208± SF
1,017± SF
1,017± SF
1,219± SF
1,017± SF
1,219± SF
3,833± SF
1,219± SF
1,017± SF
1,245± SF
1,046± SF
982± SF
1,246± SF
1,046± SF
1,428± SF
1,046± SF
982± SF
1,368± SF
1,026± SF
1,229± SF
4,998± SF
1,036± SF
975± SF
1,036± SF
1,239± SF
1,224± SF
1,034± SF
1,035± SF
1,230± SF
1,234± SF
19.
0
0
N35
°
4
1
'
5
5
"
E
2
4
.
7
9
N35
°
4
1
'
5
5
"
E
3
5
.
5
8
18.
5
0
12.
6
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
C1
0
L73
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L29
N5
4
°
1
8
'
0
2
"
W
2
7
.
6
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L28
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
16.5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
22.0
0
24.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
24.
0
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
7
4
L27
N5
4
°
1
8
'
0
2
"
W
2
7
.
7
6
22.0
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
7
4
L26
N5
4
°
1
8
'
0
2
"
W
2
7
.
7
6
16.
5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
22.0
0
24.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
24.0
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L25
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
22.
0
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.
5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L24
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
16.5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
22.0
0
23.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
23.
0
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L23
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
22.
0
0
16.
5
0 N35
°
4
1
'
5
5
"
E
5
8
.
5
8
16.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
8
7
L18
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
16.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
5
8
22.
0
0
C6
1.1
3
N35
°
4
1
'
5
5
"
E
5
9
.
0
9
22.
0
0
16.
5
0
16.
5
0
16.
5
0
22.
0
0
N35
°
4
1
'
5
5
"
E
3
9
.
5
0
L15
19.5
9
L70
N54°18'05"W
5.67
156
.
0
4
5.4
8
C7
119
.
7
5
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L16
N35
°
4
1
'
5
5
"
E
3
0
.
3
8
19.
2
1
N35
°
4
1
'
5
5
"
E
5
9
.
0
9
18.
5
0 N35
°
4
1
'
5
5
"
E
5
9
.
0
9
16.
5
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L17
N35
°
4
1
'
5
5
"
E
3
0
.
3
8
18.
5
0
20.
0
0
N35
°
4
1
'
5
5
"
E
5
9
.
1
6
21.
9
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L13
N35
°
4
1
'
5
5
"
E
3
0
.
3
7
19.
9
0
18.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
5
9
.
0
2
18.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
2
8
.
5
8
L14
N35
°
4
1
'
5
5
"
E
3
0
.
3
7
19.
9
0
21.
9
0
N35
°
4
1
'
5
5
"
E
5
8
.
8
8
C5
119
.
3
1
C4
10.
3
7
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
22.
0
0
16.
5
0
16.
5
0
22.
0
0
N35
°
4
1
'
5
5
"
E
3
9
.
5
0
L10
18.5
9
N54°18'05"W
3.32
155
.
6
0
L69
2.75
14.
3
0
20.
0
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
L12
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
9
18.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
L11 N35
°
4
1
'
5
5
"
E
2
8
.
7
1
19.
4
0
5.4
4
C3
114
.
1
2
C2
1.17
N35
°
4
1
'
5
5
"
E
5
8
.
0
9
22.
0
0
16.
5
0
16.
5
0
22.
6
3
150
.
4
0
4.3
3
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
22.
0
0
16.
5
0
16.
5
0
22.
0
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
20.
0
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
7
L9
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
8
18.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
3
7
L8
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
20.
0
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L6
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
0
9
18.
5
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L7
N35
°
4
1
'
5
5
"
E
2
9
.
3
8
20.
0
0
61
50
44
1,245± SF
1,245± SF
1,245± SF
25.0
25.0
20.0
25.0
15.0
N5
4
°
1
8
'
0
5
"
W
7
7
.
6
3
N5
4
°
1
8
'
0
5
"
W
7
7
.
0
0
N5
4
°
1
7
'
4
2
"
W
7
7
.
0
0
N5
4
°
0
5
'
1
4
"
W
7
6
.
8
0
N5
4
°
1
8
'
0
5
"
W
9
3
.
5
0
N5
4
°
1
8
'
0
5
"
W
9
3
.
5
0
L67
L68
8'
8'8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
A
JEF
F
E
R
S
O
N
A
V
E
N
U
E
N
E
6.83
2.17
2.17
4.70
A
A
4.70
4.31
1.48
1.48
1.48
A
A
15.0
A
2.00
2.00
2.00
2.00
A
4.31
4.70
3.25
4.07
4.31
4.70
25.0A
20.0 A
15.0 A
2.00
2.00
2.00
2.00
15.0
25.0
25.0
A
7.96
0.87
7.96
0.87
15.0
A
A
A
4.31
4.70
4.31
4.70
2.67
L7
5
L74
L7
6
563
.
5
6
N35
°
4
1
'
5
8
"
E
6
6
7
.
7
3
N35
°
4
1
'
5
8
"
E
6
6
7
.
7
3
29.
5
'
29.
5
'
N32
°
1
3
'
3
6
"
E
6
6
1
.
4
9
-
-
-
TPN 72278
0
-
1
6
6
0
LOT 46 B
REC NO 20
1
7
0
6
2
0
0
0
0
7
2
8
TPN 63773
0
-
0
0
0
0
THE OLYM
P
I
C
C
O
N
D
O
M
I
N
I
U
M
VOL 65, PG
S
9
6
-
1
0
0
TPN 63773
0
-
0
0
0
0
THE OLYM
P
I
C
C
O
N
D
O
M
I
N
I
U
M
VOL 65, PG
S
9
6
-
1
0
0
N35
°
4
1
'
5
5
"
E
2
7
.
5
9
N35
°
4
1
'
5
5
"
E
2
6
.
5
9
(P
R
I
V
A
T
E
)
C
C
578
.
4
9
-
-
-
TRA
C
T
V
(P
R
I
V
A
T
E
)
(P
R
I
V
A
T
E
)
(PR
I
V
A
T
E
)
---
N
3
2
°
1
3
'
3
6
"
E
6
6
1
.
4
9
-
-
-
FOUND REBAR AND CAP
MARKED "KJOYLER LS#5524"
0.4' W OF PROPERTY LINE
C
C
B
B
B
B
B
B
B
B
B
B
B
B
TRA
C
T
V
1.48
PRIVATE STORM
DRAINAGE EASEMENT TO
BE RECORDED BY
SEPARATE DOCUMENT
15.0
B LINE TABLE
LINE #
L28
L29
L67
L68
L69
L70
BEARING
N35°41'58"E
N35°41'58"E
N35°41'55"E
N35°41'55"E
N35°41'55"E
N35°41'55"E
LENGTH
2.00
2.00
8.00
8.00
8.00
8.00
CURVE TABLE
CURVE #
C2
C3
C4
C5
C6
RADIUS
10.00
10.00
10.00
10.00
10.00
DELTA
89°59'56"
90°00'04"
89°59'56"
90°00'04"
89°59'56"
LENGTH
15.71
15.71
15.71
15.71
15.71
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L74
L75
L76
BEARING
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N35°41'58"E
N54°18'02"W
N54°18'02"W
LENGTH
2.00
1.00
1.00
2.00
2.00
2.00
2.00
2.00
2.00
8.00
5.82
5.82
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 5 8FILE NO. LND10-0546, LUA26-00205
SE
E
S
H
E
E
T
6
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
SE
E
S
H
E
E
T
4
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
0 2010
SCALE: 1" = 20'
LEGEND
A WIDTH AS NOTED PUBLIC UTILITY EASEMENT, SEE
EASEMENT PROVISION NOTE 1 ON SHEET 2
SET 1/2" REBAR W/YELLOW PLASTIC CAP
STAMPED "CORE 41299"
SET NAIL AND WASHER STAMPED "CORE 41299" AT
5' OFFSET UNLESS NOTED OTHERWISE
B WIDTH AS NOTED PRIVATE ACCESS EASEMENT, SEE
EASEMENT PROVISION NOTES 3 AND 4 ON SHEET 2
C 10' PUBLIC AND PRIVATE EASEMENT, SEE EASEMENT
PROVISION NOTE 2 ON SHEET 2
NE
1
1
T
H
S
T
R
E
E
T
N35
°
4
1
'
5
8
"
E
5
6
3
.
5
6
N5
4
°
1
8
'
0
5
"
W
1
1
1
.
8
5
N5
4
°
1
8
'
0
5
"
W
1
2
4
.
9
5
155
.
3
1
155
.
7
5
72.8
7
29.5
0
N35
°
4
1
'
5
8
"
E
1
7
1
.
5
8
N5
4
°
1
8
'
0
2
"
W
1
0
9
.
9
5
29.5
0
74.0
1
68.0
7
ALL
E
Y
B
AL
L
E
Y
E
AL
L
E
Y
F
21
20
27
26
25
24
28
48
42
TRACT H
45
46
47
49
33
32
31
30
29
TRACT D
40
39
41
35
34
TRACT F
TRACT E
TRACT G
37
36
TRACT J
43
1,245± SF
1,046± SF
982± SF
1,046± SF
1,046± SF
1,245± SF
982± SF
1,017± SF
1,428± SF
1,046± SF
982± SF
982± SF
1,368± SF
1,229± SF
1,026± SF
967± SF
1,026± SF
1,229± SF
4,998± SF
1,140± SF
1,357± SF
1,303± SF
505± SF
1,140± SF
1,070± SF
1,036± SF
975± SF
1,036± SF
1,239± SF
1,224± SF
1,035± SF
1,234± SF
N5
4
°
1
8
'
0
2
"
W
3
1
.
7
4
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
24.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L25
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
22.0
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L24
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
16.5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
22.0
0
23.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
23.0
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L23
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
22.0
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.
5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
16.5
0
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L22
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
16.5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
22.0
0
44.
5
0
C9
2.91
17.9
1
20.
4
2
54.8
7
C8
10.
4
2
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
22.
0
0
20.
0
0
N35
°
4
1
'
5
5
"
E
3
4
.
8
8
L21
N35
°
4
1
'
5
5
"
E
2
9
.
9
9
16.
5
0
18.
5
0
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
16.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
16.
5
0
18.
5
0
N35
°
4
1
'
5
5
"
E
3
4
.
8
8
L20 N35
°
4
1
'
5
5
"
E
2
9
.
9
9
22.
0
0
20.
0
0
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
9.4
7
3.03
L72
N54°18'05"W
2.02
73.0
0
20.
0
0
N35
°
4
1
'
5
5
"
E
2
9
.
8
7
L19
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
22.
0
0
N35
°
4
1
'
5
5
"
E
5
8
.
5
8
18.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
5
8
16.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
5
8
.
5
8
16.
5
0
18.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
8
7
L18
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
16.
5
0
20.
0
0
N35
°
4
1
'
5
5
"
E
5
8
.
5
8
22.
0
0
C6
1.1
3
N35
°
4
1
'
5
5
"
E
5
9
.
0
9
22.
0
0
16.
5
0
16.
5
0
16.
5
0
22.
0
0
N35
°
4
1
'
5
5
"
E
3
9
.
5
0
L15
156
.
0
4
L71
7.9
6
5.4
8
C7
119
.
7
5
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L16
N35
°
4
1
'
5
5
"
E
3
0
.
3
8
19.
2
1
N35
°
4
1
'
5
5
"
E
5
9
.
0
9
18.
5
0 N35
°
4
1
'
5
5
"
E
5
9
.
0
9
16.
5
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L17
N35
°
4
1
'
5
5
"
E
3
0
.
3
8
18.
5
0
20.
0
0
N35
°
4
1
'
5
5
"
E
5
9
.
1
6
21.
9
0
N35
°
4
1
'
5
5
"
E
2
8
.
7
1
L13
N35
°
4
1
'
5
5
"
E
3
0
.
3
7
19.
9
0
18.
5
0
N35
°
4
1
'
5
5
"
E
5
9
.
0
2
18.
5
0
C5
119
.
3
1
14.
3
0
50
44
1,245± SF
1,245± SF
38
1,357± SF TRACT T
90
89
87
62
TRACT U
64
63
65
88
1,239± SF
1,046± SF
1,245± SF
1,245± SF
1,385± SF
1,033± SF
1,156± SF
1,156± SF
1,316± SF
1,046± SF
1,034± SF
N35
°
4
1
'
5
8
"
E
6
6
.
0
1
5.9
7
C1
1
56.0
1
15.
9
7
N35
°
4
1
'
5
8
"
E
3
2
.
4
8
L52
N35
°
4
1
'
5
8
"
E
3
3
.
5
3
20.
0
0
22.
0
0
N35
°
4
1
'
5
8
"
E
6
6
.
0
1
18.
5
0
16.
5
0
N35
°
4
1
'
5
8
"
E
3
2
.
4
8
L53
N35
°
4
1
'
5
8
"
E
3
3
.
5
3
18.
5
0
16.
3
1
C12
N35
°
4
1
'
5
8
"
E
5
6
.
9
6
C
1
3
C1
4 C16
N35
°
4
1
'
5
8
"
E
2
9
.
8
8
18.
5
0
C15
16.
9
2
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
10.0
0
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L63
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
18.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L64
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
18.5
0
16.5
0
21.9
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
19.9
0
3.19
C36
44.
5
0
18.1
9
AL
L
E
Y
G
ALL
E
Y
C
N5
4
°
1
8
'
0
5
"
W
9
3
.
5
0
N5
4
°
1
8
'
0
5
"
W
9
3
.
5
0
8'
8'
8'
8'
8'
8'
8'
8'
JEF
F
E
R
S
O
N
A
V
E
N
U
E
N
E
4.31
4.70
25.0A
20.0 A
15.0 A
2.00
2.00
2.00
15.0
25.0
25.0
25.0
A
7.96
0.87
7.96
0.87
15.0
A
A
A
4.31
4.70
4.31
4.70
4.70
A
2.67
6.33
6.33
2.67
4.31
L77 L78
L7
9
L80
25.0A
L81 L8
2
L83
L8
4
N35
°
4
1
'
5
8
"
E
6
6
7
.
7
3
97.
0
0
13
3
.
1
8
N32
°
1
3
'
3
6
"
E
29.5
5
29.
5
'
29.
5
'
29.5
'
29.5
'
29.5
'
29.5
'
29.
5
'
TPN 72278
0
-
1
6
6
0
LOT 46 B
REC NO 20
1
7
0
6
2
0
0
0
0
7
2
8
TPN 31220
0
-
0
0
0
0
HARRINGT
O
N
P
L
A
C
E
C
O
N
D
O
M
I
N
I
U
M
VOL 56, PG
S
5
2
-
5
6
R=31.50
Δ
=
4
4
°1
1'1
2
"
L
=
2
4
.2
9
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
24.0
A
N5
4
°
1
8
'
0
2
"
W
2
3
0
.
1
8
(BA
S
I
S
O
F
B
E
A
R
I
N
G
S
)
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.50
HELD FOR ROTATION
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.50
HELD FOR POSITION
(P
R
I
V
A
T
E
)
(PR
I
V
A
T
E
)
C
C
18
3
.
8
9
---
5
7
8
.
4
9
---
N
3
2
°
1
3
'
3
6
"
E
6
6
1
.
4
9
131
.
2
8
C
C
C
(P
R
I
V
A
T
E
)
TRA
C
T
V
B
B
B
B
B
B
B
B
B
B
TRA
C
T
V
(P
R
I
V
A
T
E
)
(PR
I
V
A
T
E
)
TRA
C
T
W
8.0
0
8.0
0
4.0
4.0
N5
4
°
1
8
'
0
2
"
W
25.
0
5
LINE TABLE
LINE #
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L71
L72
L77
L78
L79
L80
BEARING
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N54°18'05"W
N35°41'58"E
N35°41'58"E
N35°41'58"E
N35°41'58"E
N35°41'55"E
N35°41'55"E
N80°41'58"E
N35°41'58"E
N54°18'02"W
N35°41'58"E
LENGTH
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
8.00
8.00
11.60
8.00
8.20
0.91
CURVE TABLE
CURVE #
C6
C7
C8
C9
RADIUS
10.00
10.00
10.00
15.00
DELTA
89°59'56"
90°00'04"
89°59'56"
90°00'00"
LENGTH
15.71
15.71
15.71
23.56
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 6 8FILE NO. LND10-0546, LUA26-00205
SE
E
S
H
E
E
T
7
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
SE
E
S
H
E
E
T
5
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
0 2010
SCALE: 1" = 20'
LEGEND
A WIDTH AS NOTED PUBLIC UTILITY EASEMENT, SEE
EASEMENT PROVISION NOTE 1 ON SHEET 2
SET 1/2" REBAR W/YELLOW PLASTIC CAP
STAMPED "CORE 41299"
SET NAIL AND WASHER STAMPED "CORE 41299" AT
5' OFFSET UNLESS NOTED OTHERWISE
B WIDTH AS NOTED PRIVATE ACCESS EASEMENT, SEE
EASEMENT PROVISION NOTES 3 AND 4 ON SHEET 2
C 10' PUBLIC AND PRIVATE EASEMENT, SEE EASEMENT
PROVISION NOTE 2 ON SHEET 2
JEF
F
E
R
S
O
N
A
V
E
N
U
E
N
E
HA
R
R
I
N
G
T
O
N
P
L
A
C
E
N
E
NE
1
1
T
H
S
T
R
E
E
T
N5
4
°
1
8
'
0
5
"
W
1
2
4
.
9
5
72.8
7
29.5
0
N35
°
4
1
'
5
8
"
E
1
7
1
.
5
8
N5
4
°
1
8
'
0
2
"
W
1
0
9
.
9
5
29.5
0
74.0
1
68.0
7
R=100.00
Δ=34°39'57"
L=60.50
R=30.00 Δ=90°0 0'0 0 "L =4 7 .1 2
N0
1
°
0
2
'
0
1
"
E
5
4
.
6
4
N32
°
1
8
'
2
3
"
E
8
5
.
9
8
R =32.0 0 Δ =5 8 °4 3 '3 8 "L =3 2 .8 0
N88°57'59"W 67.95
38.45 29.50
AL
L
E
Y
F
40
39
35
34
TRACT F
TRACT G
37
36
70
TRACT R
1,245± SF
1,017± SF
1,140± SF
1,357± SF
1,303± SF
1,140± SF
1,070± SF
16.5
0
18.5
0
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
L22
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
20.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
44.
5
0
C9
2.91
17.9
1
20.
4
2
54.8
7
C8
10.
4
2
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
22.
0
0
20.
0
0
N35
°
4
1
'
5
5
"
E
3
4
.
8
8
L21
N35
°
4
1
'
5
5
"
E
2
9
.
9
9
16.
5
0
18.
5
0
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
16.
5
0
16.
5
0
N35
°
4
1
'
5
5
"
E
6
4
.
8
7
16.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
9
9
22.
0
0
18.
5
0
N35
°
4
1
'
5
5
"
E
2
9
.
8
7
20.
0
0
5.4
8
TRACT T
90
89
87
TRACT S
86
85
84
83
80
82
81
79
TRACT Q
73
74
71
68
66
62
TRACT U
64
63
65
67
69
88
TRACT M
72
1,239± SF
1,046± SF
1,245± SF
595± SF
1,245± SF
1,046± SF
1,058± SF
1,333± SF
1,063± SF
1,270± SF
1,063± SF
1,261± SF
806± SF
1,214± SF
952± SF
1,013± SF
1,208± SF
967± SF
1,229± SF
1,385± SF
1,033± SF
1,156± SF
1,156± SF
1,316± SF
1,026± SF
1,026± SF
1,046± SF
5,423± SF
(OPEN SPACE/ACCESS & UTILITIES)
1,012± SF
1,319± SF
1,820± SF
1,034± SF
N35
°
4
1
'
5
8
"
E
6
6
.
0
1
5.9
7
C1
1
56.0
1
15.
9
7
N35
°
4
1
'
5
8
"
E
3
2
.
4
8
L52
N35
°
4
1
'
5
8
"
E
3
3
.
5
3
20.
0
0
22.
0
0
N35
°
4
1
'
5
8
"
E
6
6
.
0
1
18.
5
0
16.
5
0
N35
°
4
1
'
5
8
"
E
3
2
.
4
8
L53
N35
°
4
1
'
5
8
"
E
3
3
.
5
3
18.
5
0
16.
3
1
C12
N35
°
4
1
'
5
8
"
E
5
6
.
9
6
19.
9
0
C
1
3
9.0
8
C1
4
138
.
6
2
N57
°
4
1
'
3
3
"
W
5
7
.
6
5
2.36
N57
°
4
1
'
3
7
"
W
1
6
.
0
0
41.6
1
C17
24
.
5
7
R=92.00
Δ=34°39'57"
L=55.66
50.0
7
C16
N35
°
4
1
'
5
8
"
E
5
8
.
1
0
22.
0
0
16.
5
0
16.
5
0
16.
5
0
23.
5
3
58.5
9
N35
°
4
1
'
5
8
"
E
2
8
.
7
1
L54
N35
°
4
1
'
5
8
"
E
2
9
.
8
8
21.
5
3
N35
°
4
1
'
5
8
"
E
5
8
.
5
9
18.
5
0 N35
°
4
1
'
5
8
"
E
5
8
.
5
9
16.
5
0
L55
N35
°
4
1
'
5
8
"
E
2
9
.
8
8
18.
5
0
N35
°
4
1
'
5
8
"
E
2
8
.
7
1
C15
16.
9
2
22.0
0
N57
°
4
1
'
3
3
"
W
2
7
.
5
7
L56
N5
7
°
4
1
'
3
3
"
W
3
0
.
1
1
20.
0
0
16.5
0
N57
°
4
1
'
3
3
"
W
5
7
.
7
1
18.5
0
16.
5
0
N5
7
°
4
1
'
3
3
"
W
5
7
.
7
3
16.
5
0
16.
5
0
N57
°
4
1
'
3
3
"
W
2
7
.
6
4
L57
N57
°
4
1
'
3
3
"
W
3
0
.
1
1
18.
5
0
C28
10.1
2
C27
N88°57'59"W 59.31
C29
38.45
15
.
0
2
N88°57'59"W 27.55
L59N88°57'59"W 32.90
13
.
0
2
C3
0
22
.
0
0
N88°57'59"W 60.45
18
.
5
0
16
.
5
0
N88°57'59"W 27.55
L60
N88°57'59"W 32.90
18
.
5
0
16
.
5
0
N88°57'59"W 61.55
C3
1
4.62
22
.
0
0
N5
4
°
1
8
'
0
2
"
W
6
6
.
8
6
C3
2
15
.
0
8
C3
8
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L61
N5
4
°
1
8
'
0
2
"
W
3
3
.
7
7
C33
C37
15.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
1
C34
16.5
0
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L62
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
16.9
9
C35
16.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
20.0
0
22.0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
10.0
0
10.0
0
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L63
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
20.0
0
22.
0
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
18.5
0
16.5
0
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L64
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
18.5
0
16.5
0
21.9
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
0
19.9
0
3.19
C36
44.
5
0
18.1
9
AL
L
E
Y
G
ALL
E
Y
C
N5
4
°
1
8
'
0
2
"
W
9
5
.
0
3
4.70
6.33
2.67
4.31
L77 L78
L7
9
L80
25.0A
L81 L8
2
L83
L8
4
L86
L85
L87
L88
L89
ALL
E
Y
H
25.0 A
2.56
6.44
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L1
0
0
L101
L102
L10
3
L104
N35
°
4
1
'
5
8
"
E
2
0
5
.
0
9
R=95.00
Δ=34°40'01"
L=57.48
11
5
.
0
9
N0
1
°
0
1
'
5
7
"
E
2
2
7
.
6
8
97.
0
0
13
3
.
1
8
N32
°
1
3
'
3
2
"
E
2
7
1
.
4
6
29.
5
5
29.5
'
29.5
'
29.5
'
29.5
'
29.
5
'
29.5'
29.5'
26.
5
'
26.
5
'
R=31.50
Δ
=
4
4
°11'1
2
"
L
=
2
4.2
9
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'8'
8'
8'
N35
°
4
1
'
5
8
"
E
7
4
.
5
9
8.00
8.00
5.0A
24.0
A
24.0A
24.0
A
N5
4
°
1
8
'
0
2
"
W
2
3
0
.
1
8
(B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
)
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.50
HELD FOR ROTATION
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.50
HELD FOR POSITION
18
3
.
8
9
131
.
2
8
160
.
5
9
17
8
.
1
8
223
.
9
6
C
C
C
C
C
C
(P
R
I
V
A
T
E
)
TRA
C
T
V
B
B
B
B
BB
(P
R
I
V
A
T
E
)
(PR
I
V
A
T
E
)
(PR
I
V
A
T
E
)
TRA
C
T
W
TR
A
C
T
W
8.0
0
8.0
0
L1
0
8
C3
9
C40
4.0
4.0
4.0
4.0
4.0
5.0
5.0
5.0 4.0
LINE TABLE
LINE #
L52
L53
L54
L55
L56
L59
L60
L61
L62
L63
L64
L81
L82
L83
L84
L85
L86
L87
L88
L89
BEARING
N54°18'02"W
N54°18'02"W
N54°18'02"W
N54°18'02"W
N32°18'27"E
N01°02'01"E
N01°02'01"E
N35°41'58"E
N35°41'58"E
N35°41'58"E
N35°41'58"E
N35°41'58"E
N54°18'02"W
N35°41'58"E
N54°18'02"W
N88°52'56"W
N88°52'56"W
N57°41'37"W
N57°41'37"W
N32°18'23"E
LENGTH
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.24
6.88
15.50
6.88
5.63
5.89
40.61
42.00
5.00
CURVE TABLE
CURVE #
C11
C12
C13
C14
C15
C16
C17
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
RADIUS
10.00
31.50
31.50
31.50
10.00
10.00
5.00
22.00
108.00
108.00
108.00
108.00
108.00
15.00
65.50
65.50
88.00
88.00
DELTA
90°00'00"
0°21'13"
44°11'12"
41°59'13"
17°57'46"
72°02'14"
148°43'38"
18°30'38"
8°11'09"
4°44'13"
11°04'00"
9°52'34"
0°48'00"
90°00'00"
5°41'49"
28°58'12"
16°42'08"
14°32'01"
LENGTH
15.71
0.19
24.29
23.08
3.14
12.57
12.98
7.11
15.43
8.93
20.86
18.62
1.51
23.56
6.51
33.12
25.65
22.32
LINE TABLE
LINE #
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L108
BEARING
N88°52'56"W
N57°43'20"W
N57°43'20"W
N88°52'56"W
N88°52'56"W
N57°43'20"W
N57°43'20"W
N88°52'56"W
N57°43'20"W
N57°43'20"W
N01°02'01"E
LENGTH
17.38
9.49
8.10
15.98
8.26
9.22
7.83
6.86
8.49
5.45
19.81
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 7 8FILE NO. LND10-0546, LUA26-00205
SE
E
S
H
E
E
T
6
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
SEE SHEET 8 FOR CONTINUATION
C
0 2010
SCALE: 1" = 20'
LEGEND
A WIDTH AS NOTED PUBLIC UTILITY EASEMENT, SEE
EASEMENT PROVISION NOTE 1 ON SHEET 2
SET 1/2" REBAR W/YELLOW PLASTIC CAP
STAMPED "CORE 41299"
SET NAIL AND WASHER STAMPED "CORE 41299" AT
5' OFFSET UNLESS NOTED OTHERWISE
B WIDTH AS NOTED PRIVATE ACCESS EASEMENT, SEE
EASEMENT PROVISION NOTES 3 AND 4 ON SHEET 2
C 10' PUBLIC AND PRIVATE EASEMENT, SEE EASEMENT
PROVISION NOTE 2 ON SHEET 2
JE
F
F
E
R
S
O
N
A
V
E
N
U
E
N
E
NE 12TH STREET
HAR
R
I
N
G
T
O
N
P
L
A
C
E
N
E
N5
4
°
1
8
'
0
2
"
W
1
0
9
.
9
5
R=100.00Δ=34°39'57"
L=60.50
R=30.00 Δ=90°0 0'0 0 "L =4 7 .1 2
N0
1
°
0
2
'
0
1
"
E
5
4
.
6
4
N32
°
1
8
'
2
3
"
E
8
5
.
9
8
R=32.0 0 Δ =5 8 °4 3 '3 8 "L =3 2.80
N88°57'59"W 3.73
N88°57'59"W 67.95
38.45 29.50
70
TRACT R
84
83
80
82
81
79
TRACT Q
TRACT P
78
77
76
TRACT N
75
73
74
71
68
66
67
69
TRACT M
72
1,058± SF
1,333± SF
1,063± SF
1,270± SF
1,063± SF
1,261± SF
806± SF
1,322± SF
1,424± SF
1,179± SF
1,336± SF
1,540± SF
(OPEN SPACE)
1,214± SF
952± SF
1,013± SF
1,208± SF
967± SF
1,229± SF
1,026± SF
1,026± SF
5,423± SF
(OPEN SPACE/ACCESS & UTILITIES)
1,012± SF
1,319± SF
1,820± SF
N35
°
4
1
'
5
8
"
E
3
3
.
5
3
18.
5
0
N35
°
4
1
'
5
8
"
E
5
6
.
9
6
19.
9
0
9.0
8
138
.
6
2
N57
°
4
1
'
3
3
"
W
5
7
.
6
5
2.36
N57
°
4
1
'
3
7
"
W
1
6
.
0
0
41.6
1
C17
24
.
5
7
R=92.00
Δ=34°39'57"
L=55.66
50.0
7
N35
°
4
1
'
5
8
"
E
5
8
.
1
0
22.
0
0
16.
5
0
16.
5
0
16.
5
0
23.
5
3
58.5
9
N35
°
4
1
'
5
8
"
E
2
8
.
7
1
L54
N35
°
4
1
'
5
8
"
E
2
9
.
8
8
21.
5
3
N35
°
4
1
'
5
8
"
E
5
8
.
5
9
18.
5
0 N35
°
4
1
'
5
8
"
E
5
8
.
5
9
16.
5
0
L55
N35
°
4
1
'
5
8
"
E
2
9
.
8
8
18.
5
0
N35
°
4
1
'
5
8
"
E
2
8
.
7
1
22.
0
0
N57
°
4
1
'
3
3
"
W
2
7
.
5
7
L56
N57
°
4
1
'
3
3
"
W
3
0
.
1
1
20.
0
0
16.5
0
N57
°
4
1
'
3
3
"
W
5
7
.
7
1
18.5
0
16.
5
0
N5
7
°
4
1
'
3
3
"
W
5
7
.
7
3
16.5
0
16.
5
0
N5
7
°
4
1
'
3
3
"
W
2
7
.
6
4
L57
N57
°
4
1
'
3
3
"
W
3
0
.
1
1
18.
5
0
13.
8
4
C18
N5
7
°
4
1
'
3
3
"
W
5
8
.
7
5
C28
10.1
2
C19
N1
3
°
5
7
'
5
9
"
W
6
4
.
2
4
C27
C20 N
1
3
°
5
7
'
5
9
"
W
3
0
.
1
1
L58
N1
3
°
5
7
'
5
9
"
W
3
4
.
6
3
C26
C21
N
1
3
°
5
7
'
5
9
"
W
6
9
.
4
5
11.30C25
C22
N1
3
°
5
7
'
5
9
"
W
7
2
.
3
6
20.71
C23
N88°58'03"W
7.19
C
2
4
55
.
0
8
10.17
N88°57'59"W 59.31
C29
38.45
15
.
0
2
N88°57'59"W 27.55
L59N88°57'59"W 32.90
13
.
0
2
C3
0
22
.
0
0
N88°57'59"W 60.45
18
.
5
0
16
.
5
0
N88°57'59"W 27.55
L60
N88°57'59"W 32.90
18
.
5
0
16
.
5
0
N88°57'59"W 61.55
C3
1
4.62
22
.
0
0
N5
4
°
1
8
'
0
2
"
W
6
6
.
8
6
C3
2
15
.
0
8
C3
8
N5
4
°
1
8
'
0
2
"
W
2
7
.
5
9
L61
N5
4
°
1
8
'
0
2
"
W
3
3
.
7
7
C33
C37
15.5
0
N5
4
°
1
8
'
0
2
"
W
5
9
.
5
1
C34
N5
4
°
1
8
'
0
2
"
W
3
1
.
9
0
16.9
9
C35
AL
L
E
Y
G
N5
4
°
1
8
'
0
2
"
W
9
5
.
0
3
L86
L85
L87
L88
L89
ALL
E
Y
H
25.0 A
2.56
6.44
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L1
0
0
L101
L102
L10
3
L104
L10
5
46.99
L106 L107
R=95.00
Δ=34°40'01"
L=57.48
11
5
.
0
9
11
2
.
5
9
N0
1
°
0
1
'
5
7
"
E
2
2
7
.
6
8
R =1 8 1.0 0 Δ =5 8 °4 8 '2 1 "L =1 8 5 .7 7
N32
°
1
3
'
3
2
"
E
2
7
1
.
4
6
R =1 2 0 .0 0 Δ =5 8 °4 8 '2 1 "L =1 2 3 .1 6
29.5'
29.5'
29.5'
26.
5
'
VA
R
I
E
S
8'
8'
8'8'
8'
8'
N35
°
4
1
'
5
8
"
E
7
4
.
5
9
8.00
8.00
5.0A
24.0A
24.0
A
N32
°
1
3
'
3
2
"
E
2
7
1
.
4
6
R =1 8 1 .0 0 Δ =5 8 °4 8 '2 1 "L =1 8 5 .7 7
N0
1
°
0
1
'
5
7
"
E
2
2
7
.
6
8
N88°58'03"W
27.41
17
8
.
1
8
223
.
9
6
C
C
C
FOUND SURFACE MONUMENT
WITH 3" BRASS DISC WITH PUNCH
MARKED "COR 23 LS#33130"
FOUND 4"X4" CONCRETE
MONUMENT WITH 3" BRASS DISC
MARKED "LS#40094" IN CASE
DOWN 0.4
B
B
BB
(P
R
I
V
A
T
E
)
(PR
I
V
A
T
E
)
TR
A
C
T
W
L1
0
8
C3
9
C40
4.0
4.0
4.0
5.0
5.0
5.0 4.0
LINE TABLE
LINE #
L56
L57
L58
L59
L60
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
BEARING
N32°18'27"E
N32°18'27"E
N76°02'01"E
N01°02'01"E
N01°02'01"E
N88°52'56"W
N88°52'56"W
N57°41'37"W
N57°41'37"W
N32°18'23"E
N88°52'56"W
N57°43'20"W
N57°43'20"W
N88°52'56"W
N88°52'56"W
N57°43'20"W
N57°43'20"W
N88°52'56"W
N57°43'20"W
N57°43'20"W
LENGTH
2.00
2.00
2.00
2.00
2.00
5.63
5.89
40.61
42.00
5.00
17.38
9.49
8.10
15.98
8.26
9.22
7.83
6.86
8.49
5.45
CURVE TABLE
CURVE #
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C38
C39
C40
RADIUS
5.00
120.00
120.00
120.00
120.00
120.00
120.00
15.00
40.00
40.00
40.00
40.00
22.00
22.00
108.00
108.00
65.50
88.00
88.00
DELTA
148°43'38"
3°53'49"
23°28'00"
10°43'10"
7°53'18"
9°37'55"
3°12'09"
90°00'00"
11°02'00"
29°29'12"
3°54'05"
14°18'21"
71°29'22"
18°30'38"
8°11'09"
4°44'13"
28°58'12"
16°42'08"
14°32'01"
LENGTH
12.98
8.16
49.15
22.45
16.52
20.17
6.71
23.56
7.70
20.59
2.72
9.99
27.45
7.11
15.43
8.93
33.12
25.65
22.32
LINE TABLE
LINE #
L100
L101
L102
L103
L104
L105
L106
L107
L108
BEARING
N01°02'01"E
N42°30'53"E
N54°12'18"W
N35°47'42"E
N54°12'18"W
N42°30'53"E
N01°02'01"E
N89°08'22"W
N01°02'01"E
LENGTH
14.34
4.47
1.36
5.00
1.95
25.30
1.97
10.38
19.81
A UNIT LOT SUBDIVISION COMMUNITY
A PORTION OF THE N 1/2, OF THE NW 1/4,
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
VOL. / PG.
JOB NO.
DESIGN
12100 NE 195th St, Suite 300
Bothell, Washington 98011
www.coredesigninc.com
425.885.7877
SHEET OF
SUNSET HIGHLANDS TOWNHOMES
24253 8 8FILE NO. LND10-0546, LUA26-00205
SE
E
S
H
E
E
T
7
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
C
0 2010
SCALE: 1" = 20'
4.0
LEGEND
A WIDTH AS NOTED PUBLIC UTILITY EASEMENT, SEE
EASEMENT PROVISION NOTE 1 ON SHEET 2
SET 1/2" REBAR W/YELLOW PLASTIC CAP
STAMPED "CORE 41299"
SET NAIL AND WASHER STAMPED "CORE 41299" AT
5' OFFSET UNLESS NOTED OTHERWISE
B WIDTH AS NOTED PRIVATE ACCESS EASEMENT, SEE
EASEMENT PROVISION NOTES 3 AND 4 ON SHEET 2
C 10' PUBLIC AND PRIVATE EASEMENT, SEE EASEMENT
PROVISION NOTE 2 ON SHEET 2