HomeMy WebLinkAboutMap_Final_Plat_Map_251119_v1-responsesCITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX
ACKNOWLEDGEMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF ______________)
ON ____________________ BEFORE ME, ___________________________, NOTARY PUBLIC, PERSONALLY APPEARED BOB WENZL, WHO PROVED TO ME ON THE BASIS
OF SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED
THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON
ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL.
SIGNATURE:
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 "CYPRUS LANE" 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 AND RESTRICTIONS FOR THE PLAT OF “CYPRUS LANE” 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 HEREUNTO SET OUR HANDS."
TUSCANY CONSTRUCTION LLC, A WASHINGTON LIMITED LIABILITY COMPANY
_______________________________________________
BY:BOB WENZL
ITS:PRESIDENT
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS PLANNED UNIT DEVELOPMENT PLAT COMMUNITY OF CYPRUS LANE IS BASED UPON AN ACTUAL SURVEY
AND SUBDIVISION OF PORTIONS OF SECTION 11, TOWNSHIP 23 NORTH RANGE 5 EAST W.M., THAT THE COURSES AND DISTANCES ARE
SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY
ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING
REGULATIONS.
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 TUSCANY CONSTRUCTION LLC, A WASHINGTON LIMITED LIABILITY COMPANY
FEBRUARY 24, 2025. I FURTHER CERTIFY 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.
___________________________________________________
KEVIN K. WIGHT DATE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NO. 21032471
STATE OF WASHINGTON
RECORDING CERTIFICATE
CITY OF RENTON APPROVALS
CITY OF RENTON PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS _________ DAY OF ______________________ 2025.
__________________________________________________________________
ADMINISTRATOR
CITY OF RENTON MAYOR
EXAMINED AND APPROVED THIS _________ DAY OF ______________________ 2025.
__________________________________________________________________
MAYOR
CITY CLERK
ATTESTED THIS _________ DAY OF ______________________ 2025.
__________________________________________________________________
CITY CLERK
CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE
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 ______________________ 2025.
__________________________________________________________________
FINANCE DIRECTOR
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS _________ DAY OF ______________________ 2025.
___________________________________ ___________________________________
KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR
ACCOUNT NUMBERS: 112305-9021, 112305-9023 & 112305-9031
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 __________________________ 2025.
___________________________________ ___________________________________
MANAGER, KING COUNTY FINANCE DIVISION DEPUTY
FILED FOR RECORD AT THE REQUEST OF CORE DESIGN, INC. THIS _____ DAY OF_____________, 2025 AT ______M AND
RECORDED IN VOLUME _____ OF PLATS AT PAGES _____________, RECORDS OF KING COUNTY, WASHINGTON.
DIVISION OF RECORDS AND ELECTIONS
MANAGER SUPERINTENDENT OF RECORDS
KING COUNTY APPROVALS
SITE INDEX
SEC. 11, TWP. 23N, RGE. 5E, W.M.
SHEET INDEX
1 DECLARATION, DEDICATION, SIGNATURES, INDEXES
2 PLAT NOTES, EASEMENT PROVISIONS, EXCEPTIONS CONTAINED IN TITLE
3 OVERALL SUBDIVISION, BOUNDARY
4-7 FINAL PLAT LOT DETAILS
DECLARANT DECLARATION
THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS MAP AND DEDICATE THE SAME FOR A
COMMON INTEREST COMMUNITY NAMED "CYPRUS LANE", A PLAT COMMUNITY, AS THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM COMMON INTEREST
OWNERSHIP ACT, SOLELY TO MEET THE REQUIREMENTS OF THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT AND NOT FOR ANY PUBLIC
PURPOSE. THIS MAP AND ANY PORTION THEREOF IS RESTRICTED BY LAW AND THE DECLARATION FOR CYPRUS LANE, RECORDED UNDER KING COUNTY
RECORDING NO. .
LEGAL DESCRIPTION
TPN:112305-9021-01:
THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
TOGETHER WITH THE WEST HALF OF THE NORTH 7.5 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.
TPN:112305-9023-09:
THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
TOGETHER WITH THE NORTH 7.5 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.
TPN 112305-9031-09:
THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP
23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT COUNTY ROAD.
ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SURVEYOR'S ACKNOWLEDGEMENT
STATE OF WASHINGTON )
) SS:
COUNTY OF KING )
ON THIS DAY, BEFORE ME, KEVIN K. WIGHT, 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:
JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
1 7
CITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
2 7
PLAT NOTES
1.THE CYPRUS LANE OWNERS ASSOCIATION (HOA) WAS ESTABLISHED WITH THE SECRETARY OF STATE ON ___________________. LOTS 1
THROUGH 14 AND THE COMMON ELEMENT TRACTS IN THIS SUBDIVISION ARE SUBJECT TO THE COVENANTS, CONDITIONS AND
RESTRICTIONS FOR CYPRUS LANE OWNERS ASSOCIATION, RECORDED UNDER KING COUNTY RECORDING NUMBER .
2.COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&R) ESTABLISHING A HOMEOWNER'S ASSOCIATION; GOVERNANCE STRUCTURE; AND
FLEXIBLE SYSTEM OF STANDARDS AND PROCEDURE FOR THE DEVELOPMENT, ADMINISTRATION, MAINTENANCE, AND PRESERVATION
OF THE PROPERTIES OF THIS PLAT HAS BEEN CONCURRENTLY RECORDED WITH THIS PLAT IN KING COUNTY, WASHINGTON AS A
SEPARATE INSTRUMENT UNDER RECORDING NUMBER .
3.TRACT A, A STORMWATER DETENTION FACILITY TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE
OBLIGATIONS FOR SAID TRACT, TO THE CYPRUS LANE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. SHOULD THE
CYPRUS LANE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 THROUGH 14 OF THIS
PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER DETENTION AND DRAINAGE FACILITIES
LOCATED WITHIN SAID TRACT.
3.TRACT B, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
OWNERS OF LOT 14 OF THIS PLAT. IF THE OWNERS OF LOT 14 FAIL TO PROPERLY MAINTAIN THE TREE RETENTION FACILITIES LOCATED
WITHIN TRACT B, THE CYPRUS LANE HOMEOWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ACCESS TRACT B FOR EMERGENCY
MAINTENANCE OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
4.TRACT C, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
OWNERS OF LOT 13 OF THIS PLAT. IF THE OWNERS OF LOT 13 FAIL TO PROPERLY MAINTAIN THE TREE RETENTION FACILITIES LOCATED
WITHIN TRACT C, THE CYPRUS LANE HOMEOWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ACCESS TRACT C FOR EMERGENCY
MAINTENANCE OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
5.TRACT D, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
CYPRUS LANE HOMEOWNERS ASSOCIATION. IF THE CYPRUS LANE HOMEOWNERS ASSOCIATION FAILS TO PROPERLY MAINTAIN THE
TREE RETENTION FACILITIES LOCATED WITHIN TRACT D, THE OWNERS OF LOTS 1 THROUGH 14 OF THIS PLAT SHALL SHARE EQUALLY IN
THE MAINTENANCE OBLIGATIONS OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
6.TRACT E, A STORMWATER DETENTION FACILITY TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE
OBLIGATIONS FOR SAID TRACT, TO THE CYPRUS LANE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. SHOULD THE
CYPRUS LANE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 THROUGH 14 OF THIS
PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER DETENTION AND DRAINAGE FACILITIES
LOCATED WITHIN SAID TRACT.
7.TRACT F, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
OWNERS OF LOT 6 OF THIS PLAT. IF THE OWNERS OF LOT 6 FAIL TO PROPERLY MAINTAIN THE TREE RETENTION FACILITIES LOCATED
WITHIN TRACT F, THE CYPRUS LANE HOMEOWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ACCESS TRACT F FOR EMERGENCY
MAINTENANCE OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
8.TRACT G, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
OWNERS OF LOT 4 OF THIS PLAT. IF THE OWNERS OF LOT 4 FAIL TO PROPERLY MAINTAIN THE TREE RETENTION FACILITIES LOCATED
WITHIN TRACT G, THE CYPRUS LANE HOMEOWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ACCESS TRACT G FOR EMERGENCY
MAINTENANCE OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
9.TRACT H, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
OWNERS OF LOT 3 OF THIS PLAT. IF THE OWNERS OF LOT 3 FAIL TO PROPERLY MAINTAIN THE TREE RETENTION FACILITIES LOCATED
WITHIN TRACT H, THE CYPRUS LANE HOMEOWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ACCESS TRACT H FOR EMERGENCY
MAINTENANCE OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
10.TRACT I, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, TO THE
OWNERS OF LOT 2 OF THIS PLAT. IF THE OWNERS OF LOT 2 FAIL TO PROPERLY MAINTAIN THE TREE RETENTION FACILITIES LOCATED
WITHIN TRACT I, THE CYPRUS LANE HOMEOWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ACCESS TRACT I FOR EMERGENCY
MAINTENANCE OF THE TREE RETENTION FACILITIES LOCATED THEREIN.
11.ACCESS TO LOTS 4 THROUGH 6 SHALL BE PROVIDED VIA THE PUBLIC ALLEY AND THE DRIVEWAYS SHOWN ON THE PRELIMINARY PLAT
MAP ALONG WITH THEIR RESPECTIVE STREET FRONTAGES REMOVED, AND ACCESS TO LOTS 7AND 8 AND 11 AND 12 SHALL BE
PROVIDED VIA A JOINT-USE DRIVEWAY.
12.THE FRONT YARD AND PRIMARY BUILDING ENTRANCES FOR THE HOMES CONSTRUCTED ON LOTS 4 THROUGH 6 SHALL BE REQUIRED
TO FACE TO THE WEST TOWARD ORCAS AVENUE NE.
EASEMENT PROVISIONS (EP)
1.PUBLIC UTILITY EASEMENT (10-FOOT WIDTH ADJACENT TO PUBLIC ROW'S AS DEPICTED ON SHEETS 4 THROUGH 7) [UE]:
EASEMENTS ARE HEREBY GRANTED TO THE CITY OF RENTON, 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 THE LOTS AND TRACTS AS DEPICTED AND LABELED ON SHEETS 4 THROUGH 7 LYING PARALLEL WITH AND ADJOINING THE PROPOSED STREET
FRONTAGES IN WHICH TO INSTALL, LAY, CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, AND 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 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 UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING.
2.PUBLIC STORM WATER FACILITY EASEMENT [SDE]:
AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, OVER, UNDER, THROUGH, AND ACROSS TRACTS A AND E FOR THE
PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE APPROVED CIVIL CONSTRUCTION PLANS (PLANS NO.
TED-40-4230) ON FILE WITH THE CITY OF RENTON. THE CITY OF RENTON HAS THE RIGHT TO ENTER SAID STORM WATER EASEMENTS FOR THE PURPOSE OF
INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING ITS FACILITIES CONTAINED THEREIN.
3.PRIVATE STORM DRAINAGE EASEMENT [PSDE]:
A)THE 10-FOOT WIDE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 1 AND 2 IS FOR THE BENEFIT OF LOTS 2 AND 3.
B)THE 10-FOOT WIDE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 5 AND 6 IS FOR THE BENEFIT OF LOTS 6 AND 7.
C)THE 10-FOOT WIDE BY 31-FOOT LONG PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 10 IS FOR THE BENEFIT OF LOT 9.
D)THE 10-FOOT WIDE BY 33-FOOT LONG PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 10 IS FOR THE BENEFIT OF LOT 9.
E)THE 10-FOOT WIDE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 14 IS FOR THE BENEFIT OF LOT13.
THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE AND
SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON.
4. PRIVATE SEWER EASEMENT [PSSE]:
THE 20-FOOT WIDE PRIVATE SEWER EASEMENT WITHIN LOT 11 IS FOR THE BENEFIT OF LOTS 9 AND 10. THE OWNERS OF LOTS 9 AND 10 SHALL BE RESPONSIBLE
FOR THE MAINTENANCE OF THAT PORTION OF THE SEWER FACILITIES THEY HAVE BENEFIT OF USE.
5.PUBLIC WATER EASEMENT:
THE PUBLIC WATER EASEMENTS SHOWN HEREON ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY WATER DISTRICT 90 IN WHICH TO INSTALL, LAY,
CONSTRUCT, MAINTAIN, INSPECT, REPLACE, REPAIR, RENEW, REMOVE, USE AND OPERATE THE WATER FACILITIES LOCATED WITHIN EACH EASEMENT, TOGETHER
WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES WITH ALL NECESSARY MAINTENANCE AND CONSTRUCTION EQUIPMENT FOR THE PURPOSES
STATED.
2-24-2025
P
R
E
L
I
M
I
N
A
R
Y
EXCEPTIONS CONTAINED IN TITLE
1.THIS SITE IS SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED FROM NORTHERN PACIFIC RAILROAD
COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 66514. (NOTHING TO PLOT,
NOTED HERE)
2.THIS SITE IS SUBJECT TO RESERVATIONS OF OIL, COAL, GAS, AND MINERALS AND/OR MINERAL RIGHTS OF ANY NATURE, AND
RIGHT OF ENTRY TO EXPLORE SAME, CONTAINED IN THE DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 1660453.
(BLANKET IN NATURE, NOTED HERE)
3.THIS SITE IS SUBJECT TO AN EASEMENT FOR ROAD PURPOSES AND THE RIGHTS INCIDENTAL THERETO AS GRANTED IN THE
DOCUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 3310241. (NOTHING TO PLOT, NOTED HERE)
4.THIS SITE IS SUBJECT TO AN EASEMENT FOR ROAD PURPOSES AND THE RIGHTS INCIDENTAL THERETO AS GRANTED IN THE
DOCUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 3203147. (NOTHING TO PLOT, NOTED HERE)
5.THIS SITE IS SUBJECT TO A ROAD MAINTENANCE AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY
RECORDING NUMBER 9409010660. (NOTHING TO PLOT, NOTED HERE)
6.THIS SITE IS SUBJECT TO CITY OF RENTON ORDINANCE NUMBER 4612 CREATING SANITARY SEWER SERVICE SPECIAL
ASSESSMENT DISTRICT AND THE TERMS AND CONDITIONS THEREOF, AS GRANTED IN THE DOCUMENT RECORDED UNDER KING
COUNTY RECORDING NUMBER 9606210966. (NOTHING TO PLOT, NOTED HERE)
7.THIS SITE IS SUBJECT TO CITY OF RENTON ORDINANCE NUMBER 4760 AND THE TERMS AND CONDITIONS THEREOF, AS GRANTED
IN THE DOCUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9904202769. (NOTHING TO PLOT, NOTED HERE)
8.THIS SITE IS SUBJECT TO AN EASEMENT FOR INGRESS AND EGRESS AND THE RIGHTS INCIDENTAL THERETO, AS GRANTED IN A
DOCUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20030113002723. (SHOWN HEREON)
9.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 SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 20040310900023. (NOTHING TO PLOT,
NOTED HERE)
10.THIS SITE IS SUBJECT TO A REIMBURSEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY
INSTRUMENT RECORDED KING COUNTY RECORDING NUMBER 20071206000303. (NOTHING TO PLOT, NOTED HERE)
11.THIS SITE IS SUBJECT TO ORDINANCE 5459 AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN THE DOCUMENT
RECORDED UNDER KING COUNTY RECORDING NUMBER 20090806000472.
12-33.NOT APPLICABLE TO THIS SURVEY.
42.38 327.75
16
.
5
'
12
.
0
'
16
.
5
'
12
.
0
'
21
.
0
'
21
.
0
'
31
5
.
3
2
(B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
)
N0
0
°
1
7
'
3
4
"
E
2
6
3
4
.
5
5
LOT 3
TPN 11230
5
-
9
1
2
4
478 NILE A
V
E
N
E
CITY OF R
E
N
T
O
N
S
P
#
L
U
A
-
0
3
-
0
2
2
REC NO 20
0
5
0
7
1
3
9
0
0
0
1
4
CITY OF RE
N
T
O
N
S
P
#
L
U
A
0
1
-
0
7
8
REC NO 20
0
3
1
0
2
2
9
0
0
0
2
3
LOT 5
TPN 11230
5
-
9
1
2
0
468 NILE P
L
N
E
LOT 6
TPN 11230
5
-
9
1
2
1
460 NILE P
L
N
E
LOT 7
TPN 11230
5
-
9
1
2
2
454 NILE P
L
N
E
LOT 41
TPN 94779
4
-
0
4
1
0
481 PASCO
P
L
N
E
WINDWOOD
D
I
V
3
VOL 198 OF
P
L
A
T
,
P
G
S
2
2
-
2
7
REC NO 20
0
1
0
2
2
2
0
0
0
7
6
6
LOT 42
TPN 94779
4
-
0
4
2
0
475 PASCO
P
L
N
E
LOT 43
TPN 94779
4
-
0
4
3
0
469 PASCO
P
L
N
E
LOT 44
TPN 94779
4
-
0
4
4
0
463 PASCO
P
L
N
E
LOT 45
TPN 94779
4
-
0
4
5
0
457 PASCO
P
L
N
E
LOT 1
TPN 11230
5
-
9
0
3
0
5904 NE 4
T
H
S
T
CITY OF RE
N
T
O
N
S
P
#
L
U
A
-
0
3
-
0
4
0
REC NO 20
0
6
0
3
0
7
9
0
0
0
0
4
15' ACCESS & UTILITY ESMT
REC NO 9408261179
X
X X X
X X X X
X
LOT 40
TPN 94779
4
-
0
4
0
0
505 PASCO
P
L
N
E
LOT 39
TPN 94779
4
-
0
3
9
0
511 PASC
O
P
L
N
E
LOT 38
TPN 94779
4
-
0
3
8
0
517 PASCO
P
L
N
E
LOT 9, BLO
C
K
2
TPN 27392
0
-
0
2
2
0
GERBER'S
A
D
D
I
T
I
O
N
VOL 61 OF
P
L
A
T
S
,
P
G
S
9
8
LOT 8, BLO
C
K
2
TPN 27392
0
-
0
2
1
0
LOT 9, BLO
C
K
1
TPN 27392
0
-
0
0
9
0
LOT 8, BLO
C
K
1
TPN 27392
0
-
0
0
8
0
524 NILE A
V
E
N
U
E
N
E
LOT 2
TPN 11230
5
-
9
1
2
3
472 NILE A
V
E
N
U
E
N
E
LOT 1
TPN 11230
5
-
9
0
1
7
466 NILE A
V
E
N
U
E
N
E
X
X
N88°14'38"W 370.13
12.01
T=6.24T=6.24
T=6.24T=6.24
N84°16'32"W
67.00
N88°14'38"W 193.75 12.00
N0
0
°
1
6
'
3
2
"
E
NE 4TH PLACE
OR
C
A
S
P
L
N
E
PA
S
C
O
A
V
E
N
E
(R
.
O
.
W
.
)
OR
C
A
S
A
V
E
N
E
FOUND FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL 0.08' S
OF ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL AT
ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL AT
ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP 0.21'
N OF PROPERTY CORNER FOUND REBAR AND CAP MARKED
"LS#40016 & 18898" 0.04' N & 0.13' E
OF PROPERTY CORNER
FOUND REBAR AND CAP MARKED
"TRIAD LS#21402, 18094, 19620
AND 22333 0.23' W OF PL
FOUND REBAR AND CAP,
CAP ILLEGIBLE 0.05' W OF PL
FOUND CONCRETE MONUMENT
WITH 2" BRASS DISK WITH
PUNCH IN CASE, DOWN 0.4.
HELD FOR POSITION
FOUND CONCRETE MONUMENT
WITH 2" BRASS DISK WITH
PUNCH IN CASE, DOWN 0.3 FOUND CONCRETE MONUMENT
WITH 2" BRASS DISK WITH
PUNCH IN CASE, DOWN 0.3
FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL AT
ADJACENT PROPERTY CORNER
FOUND 1" IRON PIPE
0.44' S & 0.09' E OF
PROPERTY CORNER30.01
34
3
.
3
2
16
4
.
6
6
30.01
N
I
L
E
A
V
E
N
E
(1
4
8
T
H
A
V
E
S
E
)
18
1
1
.
2
5
30'
N88°04'31"W 625.32
30.01267.6430.0130.01267.64
N0
0
°
1
6
'
1
1
"
E
4
9
9
.
5
6
N88°07'53"W 297.68
N0
0
°
1
6
'
5
3
"
E
3
2
7
.
1
7
21.01
N0
0
°
1
9
'
2
7
"
E
X
TPN 112305-9023
12626 148TH AVE SE
TPN 112305-9021
ACCESS ESMT
REC NO 20030113002723
R=180.00
Δ=3°58'07"
L=12.47 R=180.00
Δ=3°58'07"
L=12.47
163.87163.87
16
4
.
6
3
N88°21'23"W
NE 4TH STREET
(SE 128TH ST)
CITY OF RENTON MONUMENT
#1852 FOUND 3" BRASS DISK
WITH PUNCH AT SURFACE.
HELD FOR ROTATION
NE 8TH ST
CITY OF RENTON MONUMENT #2101
LOCATION PER REF 1
CITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
3 7
0
SCALE: 1" =
1206030
60'
NAIL WITH WASHER STAMPED "CORE 21032471" ON
EXTENSION OF PROPERTY LINE 13.25' IN LIEU OF
PROPERTY CORNER, UNLESS OTHERWISE NOTED
LEGEND
SECTION CORNER, AS NOTED
FOUND SURVEY MONUMENT, AS NOTED
FOUND SURVEY MARKER, AS NOTED
SET 1/2" REBAR AND YELLOW PLASTIC
CAP STAMPED "CORE 21032471"
QUARTER CORNER, AS NOTED
ROCKERY
FENCEX
10 11
10 11
15 14
A WATER EASEMENT, SEE EP NOTE 5, SHEET 2
NOTES
1.ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE COMPANY OF WASHINGTON'S SUBDIVISION
GUARANTEE NUMBER 0286618-16, DATED FEBRUARY 10, 2025. 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 SUBDIVISION GUARANTEE. CORE DESIGN, INC. HAS RELIED
WHOLLY ON CHICAGO TITLE COMPANY OF WASHINGTON'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 MARCH 11, 2021. ALL SURVEY CONTROL
INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY, 2020.
3.PROPERTY AREA = 212,746± SQUARE FEET (4.8840± 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.
REFERENCES
1.CITY OF RENTON SHORT PLAT NUMBER LUA01-078, RECORDED UNDER KING COUNTY RECORDING NUMBER 20031022900023 (USED FOR
SECTION SUBDIVISION)
2.CITY OF RENTON SHORT PLAT NUMBER LUA01-059, RECORDED UNDER KING COUNTY RECORDING NUMBER 20021219900001.
3.CITY OF RENTON SHORT PLAT NUMBER LUA03-022, RECORDED UNDER KING COUNTY RECORDING NUMBER 20050713900014.
BASIS OF BEARINGS
N00°17'34"E BETWEEN THE FOUND CITY OF RENTON MONUMENTS #1852 & #2101 ON THE CENTERLINE OF NILE AVE NE
2-24-2025
P
R
E
L
I
M
I
N
A
R
Y
PROPERTY LINE (WHEN NOT USED IN ADDRESS)PL
X
X
X
X
X
42.38
16
.
5
'
12
.
0
'
16
.
5
'
12
.
0
'
21
.
0
'
21
.
0
'
CITY OF R
E
N
T
O
N
S
P
#
L
U
A
0
1
-
0
7
8
REC NO 20
0
3
1
0
2
2
9
0
0
0
2
3
LOT 6
TPN 11230
5
-
9
1
2
1
460 NILE P
L
N
E
LOT 7
TPN 11230
5
-
9
1
2
2
454 NILE P
L
N
E
WINDWOOD
D
I
V
3
VOL 198 O
F
P
L
A
T
,
P
G
S
2
2
-
2
7
REC NO 20
0
1
0
2
2
2
0
0
0
7
6
6
LOT 44
TPN 94779
4
-
0
4
4
0
463 PASCO
P
L
N
E
LOT 45
TPN 94779
4
-
0
4
5
0
457 PASC
O
P
L
N
E
LOT 1
TPN 11230
5
-
9
0
3
0
5904 NE 4T
H
S
T
CITY OF R
E
N
T
O
N
S
P
#
L
U
A
-
0
3
-
0
4
0
REC NO 20
0
6
0
3
0
7
9
0
0
0
0
4
327.74
N88°14'38"W 370.13
12.01
N0
0
°
1
6
'
3
2
"
E
NE 4TH PLACE
OR
C
A
S
P
L
N
E
(TREE RETENTION)
(TREE RETENTION)
TRACT I2
9,016± SF
1
10,978± SF
(TREE RETENTION)
TRACT C
(TREE RETENTION)
TRACT B
14
9,367± SF
(STORMWATER DETENTION)
TRACT A
N89°43'41"W
10.40
N60°50'40"W
9.84
23
.
6
2
N89°42'57"W 137.30
N89°42'57"W 122.61
70
.
9
2
29
.
0
1
15.90
N88°19'51"E
34
.
8
0
N0
5
°
1
9
'
1
7
"
E
N32°08'59"W
7.94
44
.
3
9
14.91
N80°08'15"W
R
=
2
5.00
Δ
=
8
8
°
31'10"
L
=
3
8.62
54
.
8
8
80
.
2
9
113.00
54
.
3
7
R =25.00
Δ =9 1°2 8'50"
L =3 9.92
111.71
80
.
0
2
8.47
N88°14'38"W 137.35
70
.
0
2
18
.
7
1
N1
2
°
1
0
'
2
3
"
E
N01°45'22"E
4.5512.45
N88°14'38"W
47
.
0
7
20.74
N88°14'38"W 137.35
16
.
8
5
N
1
2
°
5
6
'
5
4
"
W
16.88
N88°14'38"W
16
.
3
0
22
.
9
5
N0
0
°
1
6
'
3
2
"
E
3
0
4
.
8
4
N0
0
°
1
6
'
5
3
"
E
3
2
7
.
1
7
14
.
5
0
14
.
5
0
14
.
5
'
14
.
5
'
XX
X
TPN 112305-9023
12626 148TH AVE SE
FOUND FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL 0.08' S
OF ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL AT
ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP,
CAP ILLEGIBLE 0.05' W OF PL
FOUND CONCRETE MONUMENT
WITH 2" BRASS DISK WITH
PUNCH IN CASE, DOWN 0.3
FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL AT
ADJACENT PROPERTY CORNER
21
.
0
1
T=6.24
12
.
0
0
163.87
163.87
10' UE, SEE EP
NOTE 1, SHEET 2
10' UE, SEE EP
NOTE 1, SHEET 2
10' PSDE, SEE EP
NOTE 3, SHEET 2 (A)
10' PSDE, SEE EP
NOTE 3, SHEET 2 (E)
5.00
7.00
10.00
5.00
10.00
5.00
10,846± SF
248± SF
306± SF
739± SF
RI
G
H
T
O
F
W
A
Y
T
O
B
E
D
E
D
I
C
A
T
E
D
T
O
TH
E
C
I
T
Y
O
F
R
E
N
T
O
N
U
P
O
N
T
H
E
RE
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
N0
0
°
1
6
'
1
1
"
E
4
9
9
.
5
6
A
A
A
26.5'26.5'
CITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
4 7
0
SCALE: 1" =
402010
20'
NAIL WITH WASHER STAMPED "CORE 21032471" ON
EXTENSION OF PROPERTY LINE 13.25' IN LIEU OF
PROPERTY CORNER, UNLESS OTHERWISE NOTED
LEGEND
SECTION CORNER, AS NOTED
FOUND SURVEY MONUMENT, AS NOTED
FOUND SURVEY MARKER, AS NOTED
SET 1/2" REBAR AND YELLOW PLASTIC
CAP STAMPED "CORE 21032471"
QUARTER CORNER, AS NOTED
ROCKERY
FENCEX
10 11
10 11
15 14
A WATER EASEMENT, SEE EP NOTE 5, SHEET 2
2-24-2025
P
R
E
L
I
M
I
N
A
R
Y
PROPERTY LINE (WHEN NOT USED IN ADDRESS)
PRIVATE STORM DRAINAGE EASEMENT (PSDE)
PL
X
X
X
X
X
LOT 3
TPN 11230
5
-
9
1
2
4
478 NILE A
V
E
N
E
CITY OF R
E
N
T
O
N
S
P
#
L
U
A
-
0
3
-
0
2
2
REC NO 20
0
5
0
7
1
3
9
0
0
0
1
4
CITY OF R
E
N
T
O
N
S
P
#
L
U
A
0
1
-
0
7
8
LOT 5
TPN 11230
5
-
9
1
2
0
468 NILE P
L
N
E
LOT 41
TPN 94779
4
-
0
4
1
0
481 PASCO
P
L
N
E
WINDWOOD
D
I
V
3
VOL 198 OF
P
L
A
T
,
P
G
S
2
2
-
2
7
REC NO 20
0
1
0
2
2
2
0
0
0
7
6
6
LOT 42
TPN 94779
4
-
0
4
2
0
475 PASCO
P
L
N
E
LOT 43
TPN 94779
4
-
0
4
3
0
469 PASC
O
P
L
N
E
LOT 44
TPN 94779
4
-
0
4
4
0
463 PASCO
P
L
N
E
X X
X
X
12
12,788± SF
3
9,005± SF
(TREE RETENTION)
TRACT G
(TREE RETENTION)
TRACT H
(TREE RETENTION)
TRACT C
13
9,308± SF
Δ
=18°35'36"
L=28.07
N88°07'53"W 25.73
N89°42'57"W 95.72
R =2 5.00
Δ =9 0 °0 0'44"
L =39.28
N89°42'57"W 138.61
30
.
2
8
N89°43'41"W
13.72
N40°16'42"E
6.99
N0
5
°
4
6
'
4
3
"
E
3
3
.
8
0
N09°20'49"W
2.18
N89°42'57"W 116.20
56
.
3
6
21.09
N89°42'57"W
41
.
1
5
N89°43'41"W
10.40
N60°50'40"W
9.84
N0
2
°
0
5
'
4
3
"
W
4
2
.
1
9
N09°20'49"W
2.00
48
.
8
8
23
.
6
2
N89°42'57"W 137.30
72
.
5
0
29
.
0
1
20.74
N88°14'38"W 137.35
70
.
0
2
1
6
.
8
5
N
1
2
°
5
6
'
5
4
"
W
16.88
N88°14'38"W
53
.
7
2
N88°14'38"W 137.34
Δ=16°47'19"L=25.35
57
.
5
8
10
1
.
6
0
16
.
3
0
N82°51'22"W 58.12
N0
0
°
1
6
'
1
1
"
E
4
9
9
.
5
6
N0
0
°
1
6
'
5
3
"
E
3
2
7
.
1
7
23.83
13.4
9
13.45
14.77
13.49
N23°55'57"E (R)
4
9,015± SF
ALLEY
6,983± SF
5
10,014± SF
L=34.54
Δ=20°44'03"
L=31.30
Δ
=
13
°
5
3
'
0
8
"
L
=
2
0
.
9
6
Δ=10°01'58"
L=15.15
27.00
10.00
FOUND FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL 0.08' S
OF ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "B&H 11332" ON PL AT
ADJACENT PROPERTY CORNER
FOUND REBAR AND CAP MARKED
"LS#40016 & 18898" 0.04' N & 0.13'
E OF PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "TRIAD LS#21402, 18094,
19620 AND 22333 0.23' W OF PL
10' UE, SEE EP
NOTE 1, SHEET 2
10' UE, SEE EP
NOTE 1, SHEET 2
10' PSDE, SEE EP
NOTE 3, SHEET 2 (B)
5.00
8.50
10.00
5.00
4.50
10.00
5.00
9.00
27.00
10.00
5.00
10.00
5.00
306± SF
RI
G
H
T
O
F
W
A
Y
T
O
B
E
D
E
D
I
C
A
T
E
D
T
O
R
=
6
0
.
0
0
Δ
=
8
3
°
0
7
'
5
4"
L
=
8
7.
06
R=60.00
Δ=83°07'54"
L=87.06
RI
G
H
T
O
F
W
A
Y
T
O
B
E
D
E
D
I
C
A
T
E
D
T
O
TH
E
C
I
T
Y
O
F
R
E
N
T
O
N
U
P
O
N
T
H
E
RE
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
FOUND REBAR AND CAP 0.21'
N OF PROPERTY CORNER
N0
0
°
1
6
'
3
2
"
E
3
0
4
.
8
4
N88°07'53"W 248.32
A
A
A
A
A
A
26.5'26.5'
Δ
=8
3
°
0
7'5
4
"
L
=
4
8.6
1
58.12
RIGHT OF WAY TO BE DEDICATED TO
THE CITY OF RENTON UPON THE
RECORDING OF THIS PLAT
CITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
5 7
0
SCALE: 1" =
402010
20'
NAIL WITH WASHER STAMPED "CORE 21032471" ON
EXTENSION OF PROPERTY LINE 13.25' IN LIEU OF
PROPERTY CORNER, UNLESS OTHERWISE NOTED
LEGEND
SECTION CORNER, AS NOTED
FOUND SURVEY MONUMENT, AS NOTED
FOUND SURVEY MARKER, AS NOTED
SET 1/2" REBAR AND YELLOW PLASTIC
CAP STAMPED "CORE 21032471"
QUARTER CORNER, AS NOTED
ROCKERY
FENCEX
10 11
10 11
15 14
A WATER EASEMENT, SEE EP NOTE 5, SHEET 2
2-24-2025
P
R
E
L
I
M
I
N
A
R
Y
PROPERTY LINE (WHEN NOT USED IN ADDRESS)
PRIVATE STORM DRAINAGE EASEMENT (PSDE)
PL
XLOT 3
TPN 11230
5
-
9
1
2
4
478 NILE A
V
E
N
E
LOT 41
TPN 94779
4
-
0
4
1
0
481 PASCO
P
L
N
E
X X X
X X X X X X X X X X X
X
X
LOT 40
TPN 947794
-
0
4
0
0
505 PASCO
P
L
N
E
LOT 39
TPN 94779
4
-
0
3
9
0
511 PASC
O
P
L
N
E
LOT 38
TPN 94779
4
-
0
3
8
0
517 PASCO
P
L
N
E
LOT 9, BLO
C
K
2
TPN 27392
0
-
0
2
2
0
GERBER'S
A
D
D
I
T
I
O
N
VOL 61 OF
P
L
A
T
S
,
P
G
S
9
8
LOT 8, BLO
C
K
2
TPN 27392
0
-
0
2
1
0
X
X
X
X
X
X
X
X
(TREE RETENTION)
TRACT F
Δ=18°35'36"
L=28.07
N88°07'53"W 25.73
16
.
9
6
Δ
=
4
7
°
2
8
'
2
7
"
L
=
7
1.
6
7
70
.
0
5
Δ
=
8
2
°51
'22"
L
=
4
8.44
85
.
2
2
79.95
N0
1
°
5
5
'
3
5
"
E
1
2
1
.
6
7
110.28
31.4
1
N32
°
4
1
'
1
6
"
E
1
4
8
.
9
5
37.90
N29
°
1
1
'
1
8
"
E
3
0
.
3
6
N88°04'25"W 40.05
49.03
43
.
3
6
N54°
3
9
'
4
9
"
E
1
7
0
.
0
6
N89°42'57"W 95.72
99
.
7
6
R =25.00
Δ =9 0 °00'44"
L =3 9.28
N89°42'57"W 138.61
23.99
18
7
.
4
3
Δ=16°47'19"L=25.35
N82°51'22"W 58.12
R
=
6
0.0
0
Δ
=
8
2
°51'2
2"
L
=
8
6.7
7
N0
0
°
0
0
'
0
0
"
E
8
6
.
1
1
N88°04'31"W 625.32
30.01
267.64
30.0130.01
N0
0
°
1
6
'
1
9
"
E
1
4
3
.
1
2
117
.
5
4
23.83
13.4
9
13.45
14.77
13.49
N23°55'57"E (R)
8
9,037± SF
ALLEY
6,983± SF
5
10,014± SF
6
10,819± SF
7
9,102± SF
46.85
Δ=15°36'03"
L=23.55
11.27
Δ=22°52'42"
L=34.54
Δ=20°44'03"
L=31.30
Δ
=
1
3
°
5
3
'
0
8
"
L
=
2
0
.
9
6
Δ=10°01'58"
TPN 112305-9031
510 NILE AVENUE NE
FOUND REBAR AND CAP MARKED
"LS#40016 & 18898" 0.04' N & 0.13'
E OF PROPERTY CORNER
10' UE, SEE EP
NOTE 1, SHEET 2 10' UE, SEE EP
NOTE 1, SHEET 2
10' PSDE, SEE EP
NOTE 3, SHEET 2 (B)
31.00
10' PSDE, SEE UP
NOTE 3, SHEET 2 (C)
8.50
4.50
10.00
5.00
12.00
9.00
5.0021.50
10.00
5.00
24.00
10.00
5.00
27.00
10.00
5.00
R
=
6
0
Δ
=
8
3
°
0
7
L
=
8
7
.
0
R=60.00
Δ=83°07'54"
L=87.06
RI
G
H
T
O
F
W
A
Y
T
O
B
E
D
E
D
I
C
A
T
E
D
T
O
TH
E
C
I
T
Y
O
F
R
E
N
T
O
N
U
P
O
N
T
H
E
RE
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
FOUND REBAR AND CAP 0.21'
N OF PROPERTY CORNER
N88°07'53"W 248.32
A
A
A
A
A
A
N0
0
°
1
9
'
2
7
"
E
Δ
=8
3°
0
7'
5
4
"
L
=4
8
.6
1
58.12
26.5'26.5'RI
G
H
T
O
F
W
A
Y
T
O
B
E
D
E
D
I
C
A
T
E
D
T
O
TH
E
C
I
T
Y
O
F
R
E
N
T
O
N
U
P
O
N
T
H
E
RE
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
RIGHT OF WAY TO BE DEDICATED TO
THE CITY OF RENTON UPON THE
RECORDING OF THIS PLAT
NAIL WITH WASHER STAMPED "CORE 21032471" ON
EXTENSION OF PROPERTY LINE 13.25' IN LIEU OF
PROPERTY CORNER, UNLESS OTHERWISE NOTED
CITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
6 7
0
SCALE: 1" =
402010
20'
LEGEND
SECTION CORNER, AS NOTED
FOUND SURVEY MONUMENT, AS NOTED
FOUND SURVEY MARKER, AS NOTED
SET 1/2" REBAR AND YELLOW PLASTIC
CAP STAMPED "CORE 21032471"
QUARTER CORNER, AS NOTED
ROCKERY
FENCEX
10 11
10 11
15 14
A WATER EASEMENT, SEE EP NOTE 5, SHEET 2
2-24-2025
P
R
E
L
I
M
I
N
A
R
Y
PROPERTY LINE (WHEN NOT USED IN ADDRESS)
PRIVATE STORM DRAINAGE EASEMENT (PSDE)
PL
(B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
)
N0
0
°
1
7
'
3
4
"
E
2
6
3
4
.
5
5
LOT 3
TPN 11230
5
-
9
1
2
4
X X X
X X X
X X X X X X X
X
X
LOT 9, BLO
C
K
1
TPN 27392
0
-
0
0
9
0
LOT 8, BLO
C
K
1
TPN 27392
0
-
0
0
8
0
524 NILE A
V
E
N
U
E
N
E
LOT 2
TPN 11230
5
-
9
1
2
3
472 NILE A
V
E
N
U
E
N
E
LOT 1
TPN 11230
5
-
9
0
1
7
466 NILE A
V
E
N
U
E
N
E
O
R
C
A
S
A
V
E
N
E
30.01
34
3
.
3
2
16
4
.
6
6
16
4
.
6
3
30.01
N
I
L
E
A
V
E
N
E
(1
4
8
T
H
A
V
E
S
E
)
(STORMWATER DETENTION)
TRACT E
10
10,953± SF
9
9,114± SF
11
10,770± SF
(TREE RETENTION)
TRACT D
ROW DEDICATION
1,070± SF
80
.
0
3
134.62
70
.
0
3
N0
0
°
1
6
'
5
5
"
E
8
0
.
0
3
N88°04'38"W 134.63
84
.
5
9
6.50
6.50
N0
0
°
1
6
'
5
5
"
E
7
9
.
8
4
N89°43'05"W 52.64
17
.
4
6
N0
0
°
0
0
'
0
0
"
E
N77°37'51"E
3
9
.
7
2
15
.
9
0
N0
1
°
5
2
'
0
7
"
E
42.86
29
.
9
7
N88°06'29"W 158.80
Δ
=18°35'36"
L=28.07
N88°07'53"W 25.73
N88°04'25"W 130.36
16
.
9
6
Δ
=
4
7
°
2
8
'
2
7
"
L
=
7
1.
6
7
130.02
70
.
0
5
Δ
=
8
2
°51'22"
L
=
4
8.
44
85
.
2
2
79.95
Δ=16°47'19"L=25.35
R
=
6
0.0
0
Δ
=
8
2
°
5
1'2
2"
L
=
8
6.7
7
N0
0
°
0
0
'
0
0
"
E
8
6
.
1
1
30'
6.50
16
4
.
6
2
N88°04'31"W 625.32
30.0130.01
267.64
N88°07'53"W 297.68
6.50
39
.
8
8
274.05
23.83
N23°55'57"E (R)
N0
0
°
1
9
'
2
7
"
E
8
9,037± SF
FOUND 1" IRON PIPE
0.44' S & 0.09' E OF
PROPERTY CORNER
10' UE, SEE EP
NOTE 1, SHEET 2
10' UE, SEE EP
NOTE 1, SHEET 2 10' UE, SEE EP
NOTE 1, SHEET 2
31.00
10' PSDE, SEE UP
NOTE 3, SHEET 2 (C)
10' PSDE, SEE EP
NOTE 3, SHEET 2 (D)
33.00
20' PSSE, SEE EP
NOTE 4, SHEET 2
10.00
24.00
10.00
5.00
17.00
10.00
5.00
23.00
10.00
5.00
27.00
10.00
5.00
RI
G
H
T
O
F
W
A
Y
T
O
B
E
D
E
D
I
C
A
T
E
D
T
O
TH
E
C
I
T
Y
O
F
R
E
N
T
O
N
U
P
O
N
T
H
E
RE
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
FOUND REBAR AND CAP 0.21'
N OF PROPERTY CORNER
A
A
A
A
N0
0
°
1
9
'
2
7
"
E
26.5'26.5'
CITY FILE NO. XXXXX-XXXXXX; XXXXX-XXXX JOB NO.
SHEET OF
A PLAT COMMUNITY
A PORTION OF THE SW 1/4, OF THE SW 1/4,
SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
20134
7 7
0
SCALE: 1" =
402010
20'
NAIL WITH WASHER STAMPED "CORE 21032471" ON
EXTENSION OF PROPERTY LINE 13.25' IN LIEU OF
PROPERTY CORNER, UNLESS OTHERWISE NOTED
LEGEND
SECTION CORNER, AS NOTED
FOUND SURVEY MONUMENT, AS NOTED
FOUND SURVEY MARKER, AS NOTED
SET 1/2" REBAR AND YELLOW PLASTIC
CAP STAMPED "CORE 21032471"
QUARTER CORNER, AS NOTED
ROCKERY
FENCEX
10 11
10 11
15 14
A WATER EASEMENT, SEE EP NOTE 5, SHEET 2
2-24-2025
P
R
E
L
I
M
I
N
A
R
Y
PROPERTY LINE (WHEN NOT USED IN ADDRESS)
PRIVATE STORM DRAINAGE EASEMENT (PSDE)
PL