HomeMy WebLinkAboutLarge FormatVOL PG LUA-12-073-FP
l,.ND-l0-0495 CLAREMONT AT RENTON
PHASE I
SE
NE
1/4,
1/4,
CITY
NE
SE
OF
1/4, SEC. 10, T. 23 N., R. 5 E., W.M.
,1/4, SEC. 1 ~:l) T. 23 N., R. 5 E., YV.M.
'RENTON, KING COUNTY, WASHINGTON
QWNER'S DECLARATION:
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND
HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION
MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES
NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT
INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL
NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE
GRAOING OF SAID STREETS AND AVENUES AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL
EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON,
INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS
SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED
TO A Pt=:RSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY
SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE
STATED.
FURTHER. THE UNDERSIGNED OWNERS OR THE LAND HEREBY SUBDIVIDED. WAIVE FOR THEMSELVES. THEIR HEIRS
AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED. ANY AND ALL CLAIMS
FOR DAMAGES AGAINST THE CITY OF RENTON. ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY
THt=: ESTABLlSHMt=:NT. CONSTRUCTION. OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS
SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON.
FURTHt=:R. THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS
AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM
ANY DAMAGE INCLUDING ANY COSTS OF DEFENSE. CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION
TO HAVE BEEN CAUSED BY AL TERA TlONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE. OR SURFACE OR
SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHME~IT, CONSTRUC'nON OR
MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED. THIS WAIVER AND INDEMNIFICATION SHALL
NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS. FROM LIABILITY FOR
DAMAGES. INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE
CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS.
UPON THE RECORDING OF THIS PLAT. TRACTS A AND B, ARE HEREBY GRANTED AND CONVEYED TO THE
CLAREMONT AT RENTON HOMEOWNERS ASSOCIATION (HOA) FOR OPEN SPACE AND RECREATION. OWNERSHIP
AND MAINTENANCE OF SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. TRACT I IS A STORM
DRAINAGE TRACT AND IS HEREBY CONVEYED TO THE CITY OF RENTON OR ITS SUCCESSOR AGENCY FOR
OWNERSHIP AND MAINTENANCE PURPOSES. TRACT X IS FOR FUTURE DEVELOPMENT AND SHALL REMAIN IN THE
OWNERSHIP OF TOLL WA LP. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS
PROPERTY TAX OBLIGA TlONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF 18
MONTHS. THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP
INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND
MAINTENANCE RESPONSIBILITIES.
THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR CLAREMONT
AT RENTON RECORDED UNDER RECORDING NUMBER _~:U3.03.Z.,i"' ... CO-\ !"'\~ ______ .
THIS SUBDIVISION. DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS.
IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS:
TOLL WA lP. A WASHINGTON LIMITED PARTNERSHIP
BY: TOLL WA GP CORP, A WASHINGTON CORPdRATION
ITS: GENERAL PARTNER
~ 'RlcwlCA--"--ITS: DIVISION~ PRESIDENT'
ACKNQWLEQGMENIS
STATE OF WASHINGTON
SS.
COUNTY OF KING
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ERIC H. CAMPBEU. IS THE PERSON WHO
APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE DMSION
PRESlOENT OF TOlL WA GP CORP •• A WASHINGTON CORPORAllON. THE GENERAL. PARTNER OF TOll WA Lf'. A
WASHINGTON UMrTED PARTNERSHIP TO BE THE FREE AND VOLUNTARY ACT OF SUCH ENTITY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
OATED.::lo._~~~~_-=;-_~~I-_:::a...Q..L'3L ____ _ . ~..:...-0..... V"v-J.. •. ..... . --"''''''''''~
(SIGNATURE OF NOTARY)
\ • ~ a. ~. \ s.s..'I) _J ..... ..L 0--...r-\-L-~ __________ _
(LEGIBLY PRINT OR STAMP NAME OF NOTARY)
NOTARY PUBLIC IN AND FOR THE ~TATE OF WASHINGTON,
RESIDING AT 1';.:<11"' --~o-r----------
MY APPOINTMENT EXPIRES _____ ~L? ":2 I \ ~
YICINITY MAP
(N.T:S.)
CITY OF RENTON PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS --1 <6 r ~ DAY OF _..1'j'j.AE.G-H ___________ , 20)3..
_ ~ Yx It e.1..!4-~)J:J/1U4tJ1d/Jl _ A~~TO' J'
CITY OF RENTON MAYOR. 3
EMt!) "'f APPRO'lFf THIS 2,( DAY OF _ff]f{/!= C!7 _________ , 20_{_.
i~ rf-IV ;' --~---------MAYOR
CITY OFIRENTON ,
EXAMINED AND APPROVED THIS _,25 _ DAY OF ___ ~ _______ , 20.J~.
~.J.W~_
CITY CLERK
CITY Of RENTON FINANCE DIRECTOR'S CERTIFICATE
I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL
ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HICREIN CONTAINED
DE'PUZDJl)R STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS J..2.-f!:). DAY OF C::!--A---,--;jlB-· ",-/d ~. FINANCEDIREC~':"=::='=---(/ --
KING COUNTY DEPARTMEtIT OF ASSESSM~ =~:_~ DAY OF ~-___ """""''-..A'
KING COUNTY ASSESSOR DEPUTY KING CO~TY-~SESSOR
PARCEL NUMBERS 1023059390 AND 1023059023
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 HE"Ji.EI~ ,fONTAINED DEDHED AS STREETS, ALLEY~
OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS~?'!L DAY OF .H~~ __ , 20--l-~
RECORDING CERTIFICATE
RECORDING NO.
FILED FOR RECORD AT THE REQUEST OF THE K _______________ .20_. AT __
OF PLATS, PAGES ______ THROUGH ___ _
LAND SURVEYOR'S CERTIFICATE
CONFORMED COpy
20130326001107
CITY OF RENTON PLAT
PAGE-001 OF 005
03/26/2013 13:57
138.00
I HEREBY CERTIFY THAT THIS PLAT OF CLAREMONT AT RENTON IS BASED UPON AN ACTUAL SURVEY AND
SUBDIVISION OF SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., THAT THE COURSES AND DISTANCES
ARE SHOWN COHRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS
WILL BE STAKED CORRECTLY ON THE GROUND.
JOB NO. 12037
SHEET 1 OF 5
~--~--
CHRISTOPHER SHANE BARNES
PROFESSIONAL LAND SURVEYOR
CERTIFICME NO. 35145
MEAD GILMAN & ASSOCIATES
P,O. BOX 289. WOODINVILLE. WA 98072
PHONE: (425)-486-1252
Mead Gilman & Assoc. -
Profess-ional Land Surveyors
P.O. BOX 289, WOODINVILLE, WA 98072
PHONE: (425) 486-1252 FtX: (425) 486-6108
~"'--' ..
\
I
~~~~------
VOL PG LUA-12-073-FP
LNO-10-0495 CLAREMONT AT RENTON
PHASE I
SE 1/4, NE 1/4, SEC. 1 0, T. 23 N. , R. 5 E. , W.M.
NE 1/4, SE 1/4, SEC. 1 0, T. 2,3 N. , R. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESCRIPTION
LOTS "A" AND "B" OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, AS RECORDED UNDER
RECORDING NO. 20041223900001, RECORDS OF KING COUNTY AUDITOR;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
RESTRICTIONS OF RECORD
1. SUBJECT TO NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN
CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 9606210966. NOT PLOITED HEREON.
2. SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER
SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 7806130632.
NOT PLonED HEREON.
3. SUBJECT TO DECLARATION OF COVENANT IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
8609231227. NOT PLonED HEREON.
4. SUBJECT TO DECLARATION OF COVENANT IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
8609231228. NOT PLonED HEREON.
5. SUBJECT TO TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO. 4025 IMPOSED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 8612031455. NOT PLOnED HEREON.
6. SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER
SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING
NUMBER 20041223900001. NOT PLOnED HEREON.
7. SUBJECT TO AN EASEMENT FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AND THE
TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20080606000743. PLOnED
HEREON.
8. SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO. 5459 IMPOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 20090806000472. NOT PLOnED HEREON.
CONDITIONS. COVENANTS. AND RESTRICTIONS
1. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN
AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON
DEVELOPMENT SERVICES DIVISION.
2. ALL BUILDING DOWN SPOUTS, 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 #R-345101 ON FILE WITH CITY OF RE~lTON. THIS PLAN SHALL
BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST
BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS
THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED
AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE.
3. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP
CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS
THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED.
4. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS.
5. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM NILE AVENUE NE FROM THOSE LOTS WHICH
ABUT IT.
EASEMENT PROVISIONS/NOTES:
THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED
BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING
TO THE RESERVATIONS LISTED BELOW:
THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON
TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN
THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST.
1. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON. KING COUNTY WATER DISTRICT
#90, PUGET SOUND ENERGY, QWEST, COMCAST, THE OWNERS OF ALL LOTS WITHIN THIS PLAT AND THEIR
RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS
"UTILITY EASEMENT", THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL
LOTS AND TRACTS IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND
CONDUITS, CABLE, PIPELINE, WIRES, AND SIDEWALKS WITH THE NECESSARY FACILITIES AND OTHER
EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC,
TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND PUBLIC AND PRIVATE DRAINAGE TOGETHER WITH
THE RIGHT TO ENTER UPON THE EASEIviENTS AT ALL TiMES FOR THE PURPOSES STATED. NO LINES OR
WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE
OR POLICE SIGNAt FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE
UNDERGROUND OR IN CONDUIT AnACHED TO A BUILDING.
2. THE 10 FOOT WIDE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 13 THROUGH 15 IS FOR THE BENEFIT OF
LOTS 12 THROUGH 14; THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF
THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE THE BENEFIT OF USE, AND SHALL EQUALLY SHARE
IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON.
3. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO KING COUNTY WATER DISTRICT #90 UNDER, OVER
AND UPON THAT PORTION OF TRACT X DEPICTED HEREON AS "PUBLIC WATER EASEMENT", IN WHICH TO
INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND WATER MAINS WITH THE
NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND
OTHER PROPERTY WITH WATER TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENT AT ALL TIMES
FOR THE PURPOSES STATED.
4. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON UNDER, OVER AND UPON
THOSE PORTIONS OF TRACT X, LOTS 8 AND 9 DEPICTED HEREON AS "PUBLIC SEWER EASEMENT", IN
WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND SEWER MAINS AND
SEWER SERVICE WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE
TO THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER MAINS AND SEWER SERVICE TOGETHER WITH THE
RIGHT TO ENTER UPON SAID EASEMENT AT ALL TIMES FOR THE PURPOSES STATED.
RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND
BUFFERS
DEDICA TION OF A CRITICAL AREA TRACT/CRITICAL AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL
INTEREST IN THE LAND WITHIN THE TRACT/CRITICAL AREA AND BUFFER. THIS INTEREST INCLUDES THE
PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND
WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND
PROTECTION OF PLANT AND ANIMAL HABITAT. THE CRITICAL AREAS TRACT/CRITICAL AREA AND BUFFER
IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE
TRACT/CRITICAL AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY CITY OF
RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/CRITICAL AREA AND
BUFFER. EXCEPT FOR THE PURPOSES OF HABITAT ENHANCEMENT AS PART OF AN ENHANCEMENT PROJECT.
THE VEGETATION WITHIN THE TRACT/CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY
FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON COMMUNITY AND
ECONOMIC DEVELOPMENT OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW.
THE COMMON BOUNDARY BETWEEN THE TRACT/CRITICAL AREA AND BUFFER AND THE AREA OF DEVELOPMENT
ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF CITY OF RENTON PRIOR TO
ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO
THE CRITICAL AREA TRACT/CRITICAL AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL
REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE CRITICAL AREA ARE
COMPLETED.
NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINES, UNLESS
OTHERWISE PROVIDED BY LAW.
NOTES:
ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAIN 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 # R-345101 ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE
SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAIN MUST BE
CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT
ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEM, THE SYSTEM SHALL BE CONSTRUCTED AT THE
TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE.
CURB PLUG TABLE
LOT LINE
TR. A/1
1/2
2/3
3/4
4/5
5/6
6/7
7/8
8/9
9/10
10/fJ HASE II
16/PHASE II
16/17
17/18
18/19
19/20
20/21
21/PHASE II
22/PHASE II
22/23
23/24
24/25
25/26
26/TR B
27/38
27/28
28/29
29/30
30/31
31/32
32/33
33/34
34/35
35/36
36/37
37/38
JOB NO. 12037
SHEET 2 OF 5
DIST. TO COR.
6.80
6.28
6.36
6.35
6.33
6.35
6.43
6.35
6.45
6.32
6.37
6.30
6.32
6.25
6.26
6.25
6.27
6.20
6.29
6.28
6.37
6.46
.---~~
6.52
5.70
6.27
6.36
6.44
6.47
6.45
6.35
6 .. 36
6.33
6.36
6.43
6.44
6.37
I
ADDRESSING TABLE
LOT # HOUSE # ROAD NAME
1 802 MT BAKER PL NE
2 808 MT BAKER PL NE
3 814 MT BAKER PL NE
4 820 MT BAKER PL NE
5 826 MT BAKER PL NE
6 832 MT BAKER PL NE
7 838 MT BAKER PL NE
8 844 MT BAKER PL NE
9 850 MT BAKER PL NE
10 856 MT BAKER PL NE
1 1 5624 NE 8TH PL
12 5618 NE 8TH PL
13 5612 NE 8TH PL
14 5606 NE 8TH PL
15 5600 NE 8TH PL
16 835 MT BAKER AVE NE
17 829 MT BAKER AVE NE
18 823 MT BAKER AVE NE
19 817 MT BAKER AVE NE
20 811 MT BAKER AVE NE
21 805 MT BAKER AVE NE
22 5601 NE 8TH ST
23 5607 NE 8TH ST
24 5613 NE 8TH ST
f 25 5619 NE 8TH ST
26 5625 NE 8TH ST
27 801 MT BAKER PL NE
28 807 MT BAKER PL NE
29 813 MT BAKER PL NE
30 819 MT BAKER PL NE
31 825 MT BAKER PL NE
32 831 MT BAKER PL NE
32 5619 NE 8TH PL
33 5611 NE 8TH PL
33 830 MT BAKER AVE NE
34 824 MT BAKER AVE NE
35 818 MT BAKER AVE NE
36 812 MT BAKER AVE NE
37 806 MT BAKER AVE NE
38 800 MT BAKER AVE NE
38 5602 NE 8TH ST
Mead Gifiman & Assoc.
Professional Land Surveyors
p.o. BOX 289, WOODINVILLE, WA 98072
PHONE: (425) 486-1252 FAX: (425) 486-6108
LUA-12-073-FP
LND-10-0495
SE
NE
CLAREMONT AT RENTON
1/4,
1/4,
CITY
NE
SE
OF
PHASE I
1/4, SEC. 10, T. 23 N., R. 5 E., W.M.
1/4, SEC. 10, T. 23 N., R. 5 E., W.M.
VOL PG
N 88"20'01" w RENTON, KING CO~ NTY, WASH:~~~~~;;:;~ CONCRm SWALE -----~~-~~/--L~~t ~~20~8.78' ~d-----_o
30.01' ~
('oj
WEST END CYCLONE FENCE. Z ..,: ~
ON PROPERTY LINE.
TRACT X PHASE II
N 88'20'01" W 103.43'
40 0 40 80 1~ N 88'20'01" W
~ 2
Scale 1" 40'
NOTES
ALL FRONT CORNERS ARE MARKED WITH A TACK AND LS WASHER
STAMPED "35145" IN A LEAD PLUG AT THE PROPERTY LINE
EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG
TABLE ON SHEET 3 FOR DISTANCES FROM CURB PLUG TO FRONT
PROPERTY CORNER.
LEGEND
•
TAG #
C8
L8
L11
SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP
STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145"
SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8"
BRASS DISC WITH "X" STAMPED "35145" IN STANDARD
KING COUNTY CASE. (UNLESS OTHERWISE NOTED)
10' UTILITY EASEMENT, SEE EASEMENT PROVISIONS,
SHEET 2; 10' POWER EASEMENT PER RECORDING
NUMBER 20080606000743; PUBLIC WATER EASEMENT
TO KING COUNTY WATER DISTRICT 90, SEE EASEMENT
PROVISIONS, SHEET 2.
TAG TABLE
LENGTH DIRECTION/DELTA RADIUS
39.98 91'37'54" 25.00
7.30 N 16'29'32" E
15.00 N 88'20'01" W
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PHASE II
TRACT X
10' PRIVATE DRAINAGE ~I
PHA·SE II EASEMENT, SEE EASEMENT
PROVISIONS· NOTE 2, SHEET 2.
N 88'20'01" W
60.00' 50.00' r -~~
GCI.:.~0~ 50.00' 1--------r-----c-T '----
~,w w
1 5 w w
m , 1 4 1 3 a m , : 1 2 ~e q lD "0 0> a 0>
5700 S.F. a .lD a .If) a
If) 0> to 4750 S.F. 0
0> ;'"l (J) to 5700 S.F. 0> 0> n to 4750 S.F. 0> n ~ :.... 0>
~z Z Z ~ Z
0
r-----~----, ----
w
OJ
to
0>
~
~
z
60.00' r-----
N a
('oj
-.q-
r----
II
II
II
I~
II
II
44.43'
-
-
~
('oj
.
('oj
1 6
1 7
50.00'
NE 8TH PL
--r -111.05'
~
------I (
I ~.
SEE SHEET 4 OF 5
1t,
60.00' 50.00'
-N 88'20'01" W -
242.10'
33
-+
JOB NO. 12037
SHEET 5 OF 5
401.17'
..... 1!!11
65.00'
1 1 0 a
to 6160 S.F.
0>
--
41.98'
,
.
~
('oj
-
-
~
('oj
32
I
I
N
I ~
0>
(!)
I
I
TRACT
(DETENTION)
76689 S.F.
L a
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o OJ
21' (!) 21' n
~
lJ.J <:
PHASE II
N 89'57'55" W
105.00'
10
4557 S.F.
o
n .q-
('oj
o o
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p
-
50.00' 9
8
I ,r---
SEE SHEET 4 OF 5
o
"<t a
O'l
O'l
Mead Gilman & Assoc.
Professional Land Surveyors
P,O. BOX 289, WOODINVILLE, WA 98072
PHONE: (425) 486-1252 FAX: (425) 486-6108
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LUA-12-073-FP
LND-10-0495
SE
NE
CLAREMONT AT RENTON
PHASE I
1/4, SEC. 10, T. 23 ~I., R. 5 E., W.M.
1/4, SEC. 10, T. 23 ~I., f3. 5 E., W.M.
VOL/PG
SEE SHEET 5 OF 5
1/4,
1/4,
CITY
NE
SE
OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 5 OF 5
TRACT
TAG TABLE
TAG # LENGTH DIRECTION/DELTA RADIUS
Cl 66.03 25'13'23" 150.00
C2 66.03 25'13'23" 150.00
C3 33.24 7"37'02" 250.00
C4 32.80 12"31'46" 150.00
CS 33.23 12"41'37" lS0.00
C6 16.84 38"35'16" 25.00
C7 21.72 49'46'54" 25.00
C8 39.98 91'37'54" 25.00
C9 38.56 88'22'06" 25.00
Cl0 33.13 24'58'44" 76.00
Cll 31.29 10'29'06" 171.00
C12 38.69 12'57'54" 171.00
C13 13.97 5"45'23" 139.00
C14 42.92 17"41'36" 139.00
C15 39.98 91'37'54" 25.00
C16 52.44 88'22'11" 34.00
C17 56.88 2S'15'42" 129.00
C18 30.5S 70'00'53" 2S.00
C19 17.24 3'38'45" 271.00
C20 38.56 88'22'06" 25.00
L1 18.20 N 07"34'57" W
L2 26.65 N 45'51'00" E
L3 10.67 N 4S"Sl '00" E
L4 7.30 N 16'29'32" E
LS 7.30 N 16'29'32" E
L6 7.30 N 16'29'32" E
L7 7.30 N 16'29'32" E
L8 7.30 N 16'29'32" E
L9 17.74 N 34'12'17" E
L10 36.86 N 44'01'13" W
40 o 40
x
x
f-
U
<C
et::
f-
80
~ II
~~
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L ~4.4J3~' ~
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1 5 1 4
I I
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('oJ ..q-111.0S' -r--N
65.74'
1-----
uJ
o o
o
to
to o· . 0
('oJ 0
16
5135 S.F.
N 89'57'5S" W
90.00'
17
4499 S.F.
N 89'57'55" W
90.00'
I
f"-
I~
J
I
0~1 0 r--10'
o Ig
I
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o
CD
13
74.32'
33
70;7 S.F.
N 89'57'55" W
100.00'
34
6000 S.F.
1 2 1 1
.
N
N 88'20'01" W ----242.10'
--r--
w
to !Xl ? n
('oJ 0 P f"-o
Z
w
In 0 ? 0
23 0 b <D
Z
.
('oJ
75.74'
32
6770 S.F.
N 89'57'55" W
100.00'
31
5999 S.F.
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4500 S.F.
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N 89'57'S5" W N 89'57'55" W I llj ~~----~-------~I~ 100.00' 100.00' <-
~~~~~~I ~ .;::-r
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to
N 89'57'55" W
90.00'
21
5223 S.F.
N 89'57'55" W
90.00'
120
21'
I
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10~
o
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35
5999 S.F.
3D I · --H~I ~a 0("") . ~ g 5999 S.F. I g '-l-.. ~
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~ ______ ~N_8~9_'5"~7_'5_5_"_W ________ Z~ ______ ~N~8~9'~S~7'~55~"~W ____ ~I~~
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o o
~I
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6000 S.F.
N 89'57'55" W
100.00'
37
5999 S.F.
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100.00'
38
w
to 0 o 0
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Z
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to 0 o 0
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29
6000 S.F.
N 89'57'55" W
100.00'
28
5999 S.F.
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27
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6664 S.F. 23 0 b f"-
6698 S.F. ..;'IJ
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II ==== ~:;:::;;;:;c:.--= :=a: ===== ~
1 0
N 89'57'55" W 10::; ~:';""';;";;""';;";-";;";:""~"'--..J
N 89'57'55" W
52.93'
~ I 50.00' 9 ~I ..q-UI
4682 S.F.
00
~O>
!Xl 0> ..q-
r-~ -N 89'57'55" W i L -o---riBl-
r-I" --105.00'-t +'-1".-
'~CO' I 8 : 4714 S.F. ~
.,;-
I N 89'57'55" W
N 89'57'55" W I!:; 52.93'
I 50.00' 7
4682 S.F.
N 89'57'55" W
105.00'
6
4557 SF ~I
I N 89'57'55" W
N 89'57'55" W 1':3 52.93'
o o
<Xi ..q-
o o
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· I 50.00' 5 0 W
o ~ R ~ I 4682 S.F. ~ 9
10~ r 0 N 89'57'55" W ~
21'
r-+-----------------------~ 105.00'
· I o 4 ~I '~. 4557 S.F.
I
N 89'57'55" W 1
1--........ -------.. :rJ
50.00'
· I o
~I
N 89'57'55" W
52.93'
3
4682 S.F.
I N 89'57'55" W
I 105.00'
0 1 2 ~ I 4557 S.F.
I
N 89'57'55" W
52.93'
o o
o .,;-
N 89'57'55" W J"I-r--t--------.. -J
• 50.00' 1 0J ~ I T R A 4453 S.F. ~
\ (OPEN SPAC/,})~ ~J C2, '["'C6 449 S.F. L3 ,)-
r"N 89'57'55" W ·77.03'
'-....l. r y
z
30'
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53.97' I'--I
f"-
NOTES
\I
CP cp.
\,:>,
?~
Z 'cr> __ _ -t>-., ~ PI: 10.0 5.01 10 )11 --n
ALL FRONT CORNERS ARE MARKED WITH A TACK AND LS WASHER
STAMPED "35145" IN A LEAD PLUG AT THE PROPERTY LINE
EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG
TABLE ON SHEET 3 FOR DISTANCES FROM CURB PLUG TO FRONT
PROPERTY CORNER.
LEGEND f'.,
•
®
SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP
STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145"
SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS
DISC WITH "X" STAMPED "35145" IN STANDARD KING
COUNTY CASE. (UNLESS OTHERWISE NOTED)
10' UTILITY EASEMENT, SEE EASEMENT PROVISIONS, SHEET
2; 10' POWER EASEMENT PER RECORDING NUMBER
20080606000743; PUBLIC WATER EASEMENT TO KING
COUNTY WATER DISTRICT 90, SEE EASEMENT PROVISIONS,
SHEET 2.
PUBLIC SEWER EASEMENT. SEE EASEMENT PROVISION NO.
4, SHEET 2.
\
66.99' -Ci7 ~ C4 N 88'20'05" W ~~s -... --._. ____ L-.:;:3.0~.~25::..'___f----C':)...--".$ ~-=----~SW-.~--"-~
'00' ~ v'
88.73'
118.73'
30.01' ~I'\\
-C3',""~
~I .1
L{)
z
~~8A.8J' _.__ ..,... 10' -,. . _ N 88'20'05" W N C2 7' ~ .
-I -~ /' :,:,.?
NE 8TH97'ST ~ T=33.S6'-S-\~ ~ C14 17.75'
--
C 700 --+;-~:;;-r----::::-::-::-:--~"":"'---+----I~ . =-----,
18_.3_7' _ 5_0_.00'_ 1--28_.88_' _ C22-f-.-.----...---0
22
6071 S.F. 23
5000 S.F.
2:
w
to 0
to 0
Ol 0 n 0
z
24
6029 S.F.
w 25
5503 S.F.
z
w
to n to 0
~ Ol
z
w
26
7444 S.F.
z
co
I'--.,.:
to
50.27' ~ co ---<7 co o ~ co .....
(OPEN SPACE
RECREATION)
9406 S.F.
B
z
z
=--=1~====--==~:~N~8~8B-'~2~0~'OJ!5~"~~VW~6~0~'0~0~'----ll~--~5~0~,0~0~'~Ir-~----~6~lr,0~:~~9~0D..~o~5:,L-r-IJ5~0~.0~0~'---~1.--__ ~6~0~.0~0~'1 ____ ~--~1---27~9.20~3'~---~1-1--~~~~-
JOB NO, 12037
SHEET 4 OF 5
Mead Gilman & Assoc.
Professional Land Surveyors
p.o. BOX 289, WOODINVILLE, WA 98072
PHONE: (425) 486-1252 FAX: (425) 486-6108"
o
to
< o
Z
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G)
LUA-12-073-FP
LND-10-0495 CLAREMONT AT
VOL PG
RENTON
LINE TABLE
LINE LENGTH DIRECTION
Ll 41.83 N 05'12'52" W
L2 41.24 N 69'02'09" W
L3 33.73 N 14'29'56" W
L4 24.76 N 43'51'21" E
L5 31.18 N 46'27'10" E
L6 28,01 N 15'28'51" E
L7 45.02 N 86'25'04" E
L8 30.68 N 88'42'09" W
L9 17.40 N 19'08'23" W
L10 16.88 N 83'07'31" W
L11 18,75 N 70'48'48" W
L12 44,81 N 27'30'46" E
L13 30.21 N 11'01'11" E
L14 24.18 N 40'35'21" W
L15 44.58 N 44'05'37" W
L16 28.56 N 32'12'27" E
L17 33.57 N 22'19'29" E
L18 31.92 N 60'53'27" E
L19 31.02 N 16'39'10" E
L20 40.35 N 01'16'14" W
L21 33.28 N 21'18'54" E
L22 46.36 N 60'04'54" E
L23 22.10 N 39'47'44" E
L24 33.67 N 22'39'05" E
L25 27.99 N 49'51'10" E
L26 25.81 N 40'48'07" E
L27 23.56 N 09'37'55" W
L28 37.36 N 27'12'18" E
L29 12.47 N 61'03'48" E
L30 13.21 N 32'48'20" W
L31 55.12 N 02'39'45" E
L32 44.43 N 08'34'42" W
L33 26.33 N 35'26' 13" E
1----.
L34 21.53 N 61'53'17" E
U5 22.80 N 02'00'56" W
U6 60.58 N 84'43'30" E
L37 56.07 N 03'56'24" E
L38 129.09 N 88'20'01" W
L39 36.41 N 11'45'03" E l
L40 29.13 N 05'25'01" W
L41 98.33 N 88'20'01" W
L42 60,57 N 18'22'49" E
L43 85.49 N 36'33'10" E
L44 24.86 N 31'50'04" E
L45 38.36 N 03'33'29" W
L46 9.57 N 33'08'42" E
L47 21.22 N 42'16'36" E
L48 51.47 N 59'38'44" E
L49 23.76 N 39' 1 0' 1 5" E
L50 164.66 N 00'17'34" E
SE
NE
PHASE I
1/4, NE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M.
1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
~ \..._ ~ "~ ) UNPLATTED S~EET 5 OF 5 I
<-I TRACT G ~ ,~=L. rN88·20'01;-W----691~6' (b)UNPLA~r:f63' (Ii1~PLATTED a: k-! 48278'
LO I a~ -u..1 fi1 II /3' =tl J 0 1 pfl.A.SD /
U
f
-~ j//
~~ j TRACT A wi ~~D'C)~~ I ~ ~: /v.*C),~C) pBj\SE
I ./
E L41 I -4~53 -= N 88'20'01" W
I D LAN ~ I 1 U =====401.17;= = = =
CE TIlT a a 3 9 0 • PUBLIC SANITARY SEWER • • i
II~ 30.01'
TRACT I
tAT ED VV pC S ' 2 9 ~ 0; y-Q ESMT. SEE ESMT. PROVo '<1"/'/ . L{) PUBLIC WATER ESMT. ~
yy 1 !3 ~ NO. 4, SHE~ 2. . "3 11"3 SEE ESMT. PROVo NO. -.\ ~
VOL, 24 ~ _I ~.~, . ~ "-. I NI U 3, SHEET 2. S ~I~ ; '~L36~ L38·. ~g:t~,/ i+1~~-~ ;-~~~tL~6~ ~N~8~~~0~~:0~~',,~W ~_ ~'''~ l67 .~;,
L ie ( /V;/ 1-f - - ----..... 0-2 0 oj ~
1 I'J UTILITY ESMT. SEE ESMT. I I I TRACT X ~ \ ~ g
L
PROVo NO. I SHEET 2. ~ I I I (J)
~ ,w I I (FUTURE DEVELOPMENT/OPEN SPACE) \ iril}-, 0
L30 I n ~ I 794545 S.F. ...J 21.01 6
~ en I I ,N 88'20'01" W 327.02' I m
:! ~ I w = I I =1 = -..L 'I
I I z I : 1_ - - -_gl~-- -~HEET_ 4 0[. 5 - - -~11-=-::l05,oo' _ ~
TAG TABLE
TAG # LENGTH DIRECTION/DEUA RADIUS
Cl 84.08 63'23'27" 76.00
C2 84.83 88'22'06" 55.00
C3 86.39 90'00'00" 55.00
C4 82,90 8'33'30" 555.00
C5 148.61 21'17'10" 400.00
L51 66.46 N 00'05'31" W
L52 31.69 N 29'06'29" E
L53 103.43 N 88'20'01" W
L54 103.00 N 01'39'59" E
I
L55 103.00 N 01'39'59" E
L56 15.00 N 88'20'01" W
L57 39.50 N 00'02'05" E
L58 44.43 N 88'20'01" W
L59 33.71 N 00'02'05" E
L60 17.74 N 34'12'17" E
L61 92.15 N 01'39'55" E
L62 74.60 N 00'02'()5" E
L63 54.67 N 01'39'55" E
L64 150.61 N 5T55'5,r" W
L66 28.80 N 42'07'51" E
L67 104.41 S 89'57'55" E
I L7461·02' ~I/~ 15 14 13 12 11 N 89'5l-5s" W ~
I '.-.Jz 10 ~
1'<1" N 88~'Orw T58 9 b () --~C'l
I 144.37' '<I"
--'--1----'-i9f=-='::=":::::::"
I I
I / L=36.88':
I ~ I I
[!5 LOI
I g I u..1
It;,: 01 \ \il ~: \ g\ WI
o WI ' I
\ 'ii \ (/)1
\~ I
\ \.~,\ :
\ \ I
I
\ \ \ I
I ~\~~~2'
\ I \1
16
17
Ilw , II, ~~----j
m L{)
~II~ 18
n·O~~----j
liz 19
I 20
21
N 89'57'55" W
'90.00' '==,j~
ij...J
33 32
-Z:A 31
..J-r I pflj\SE
35 30
36 29
37 28
38 27
23 24 25
-----
8 w
~--1--1t-, o
N 7
o
I-------Ib
6 z
5
4
3
2
1
RACT B
26
I ~rJ I : .. ~==~~~====~============~~~~83~1~.0~1'===r=======~ ~ I ~. 30.01'
N 88'20'05" W ""~Tg;D.O~~n==r~Lr--f-:;--:;-;;;~7i-;;::-h---f--;--L~~-.l 1 4 Gjl1190,05' (C) 1190,01' (R1)
222.00'
~ <:1 i"-t1-1 - 9 --i t -t 5 i-3-r--~'1 TR, rT PARD.
DELANEY S 93~97
6 pC '
VOL, 25 ,
A J
100 0 100 200 300
~ ~J: J O J8 L16lJ 41_ ~j ;.w
-~~ N£ 7TH PL C'lS
Scale 1 " 100'
MERIDIAN
PLAT OF DELANEY PARK AS RECORDED IN VOLUME 256 OF PLATS, AT
PAGES 93-97, UNDER RECORDING NUMBER 20110211001137.
EQUIPMENT AND PROCEDURES
A 5'·' ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD
TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C.
332-130-090.
REFERENCES
1. BOUNDARY LINE ADJUSTMENT NUMBER L04L0055, AS RECORDED IN
VOLUME 180 OF SURVEYS, AT PAGES 222-223, UNDER
RECORDING NUMBER 20041223900001.
2. PLAT OF DELANEY PARK AS RECORDED IN VOLUME 256 OF PLATS,
AT PAGES 93-97, UNDER RECORDING NUMBER 20110211001137.
3. PLAT OF WEDGEWOOD LANE, DIVISIONS 1, 2, AND 3 AS RECORDED
IN VOLUME 241 OF PLATS, AT PAGES 29-39, UNDER RECORDING
NUMBER 20070530001097.
4. PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF
PLATS, PAGES 43-52, UNDER RECORDING NUMBER
20051122000044.
5. PLA T OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS,
PAGES 68-74, UNDER RECORDING NUMBER 20020228001891.
LEGEND
• SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP
STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145"
MONUMENT LEGEND
CD
®
CD
SE CORNER SECTION 10-23-5E: FOUND 1-1/2" BRASS SURFACE
MON. W/ PUNCH. HELD FOR POSITION. CITY OF RENTON CONTROL
MONUMENT NO. 1852. (3/27/06)
N 180904.0837
E 1316622.3832
S 1/4 CORNER SECTION 10-23-5E: FOUND 3" BRASS SURFACE
MONUMENT W/ PUNCH STAMPED "10/15". HELD FOR ROTATION.
(3/27/06)
CITY OF RENTON CONTROL MONUMENT NO. 1851. NOT VISITED.
N 180978.6275
E 1313999.6095
EAST 1/4 CORNER SECTION 10-23-5E: FOUND 4"X4" CONCRETE ® MONUMENT WITH 2" BRASS DISC SET 1.6' DOWN IN CASE AT THE
INTERSECTION OF NILE AVENUE NE AND NE 120TH ST. (3/06)
AREA TO BE DEDICATED AS R Iw
PHASE I -68,316 S.F.
JOB NO. 12037
SHEET 3 OF 5
trl1;r-~r r;,r T2-; -~ -G1 ~
®
(BASIS OF BEARINGS)
N 88'21 '09" W
Mead Gilman & Assoc.
Professional Land Surveyors
P,O. BOX 289, WOODINVILLE, WA 98072
PHONE: (425) 486-1252 FAX: (425) 486-6108
't: ".
'.J,
,-
-'
' .. -'
'.
-, .
.---.-
(--
=
l-'---C '.
L __
'--'
,'-I
LANDSCAPE WALL, SEE
11/L2_01
f---~---; --~---------~------_l\ ______ + _____ ~ ______ + _______ ,; ____ ,
h' I ; ";
&m ' \ SE 7' 9TH ST' !/~ ---------~------=---------~----.. --------'----~------':-=.-----------.~_\_--. ------.--~ -----= -
! l<t>\-y-:r----. -7'''/;--=-,--====~=-=---=_::.~-=_ -=-==-------=====--"'==~ CONCRETE PAVING
/ /' . -'~=--Z::-;:;1~~==-=:-:--:-=+--=-;;;:A;;:;:::::-=-=-z::-;_:::::::;;c c-c+~==z;;.=-:-;-z::-:-;;::::c-:=~. --c---__ "-!
0'
'-:-'~7 ->,,~ '~'-" ;~\-'C"
I
, I
I
I
,_,' I I ,,'
!i -~
'" " -"', "':-. I
-P-~i-c:---;~-I' -~. -~-~ .. ~ NEW ROCK WALL
:1!!i;~4~~--f~f7=-~71~-TRASH RECEPTACLE
:: ~1-,--~--+--+-j-----+--l;~H~+~r--PICNIC TABLE ADA
PLAY CURB "\~'~~~~~~~="='~4=j, ~--/7+7~---:.-c-+'-I--BLACK VINYL CHAINLINK FENCE, 10' HI
'fJiF';~4-77'~. it.I --BASKETBALL POST, SEE 12/L201
, " ~ ..
PLAY AREA, AGES 2-5
CONCRETE STAIR AND ----!---
HANDRAIL
.' i
, I
, '
! .
LAWN AREA TYP, SEE----:-~-+i-~M_~
PLANTING PLAN L 102
I i
I :
I ,
PLANTING AREA TYP, SEE--~-++-+~------f:'M-'7'".
PLANTING PLAN L 1_02
WOOD FENCE (6' HT),;
SEE 22/L2,01
,
. / ,
!
\ !
I!
1464 1 i " 468
ii'
i ,. 466 i .!.
,
. ! , , ,
,
. i
. ,
! ,
!
i '. " '-
, ,
, ,
TRACTC ,0
, . . ,;'" ,>;,S-"'~+';'7':c;,,:, "'/44":,,:;+,,.··.,:;-,;"';:>"/'.'" v' 'Y<"'>5-'i;';/{-" <,,:s:"','/' ,, __ ., ..
(2 TOTAL)
I
-!---+!---HIh'---1¥--+·-~-+i 1;--CONCRETE PAVING, SMOOTH
i I FI~IISH
- - - - --i----+t----:
I
I
PICKLE BALL COURT MARKINGS
SEE 21 /L2,Q 1
~1+----'---:f-'=-'7I~-BIKE RACK
, I'
, ,
,
i
' .• ·1
Ii
J
I
,I
, I
I
~~-7"'-~~ -~! -;!~ ,----'-'-1-,.;,,:j
--_ .. -" . -_.-_."
I
----+ ---
iC'i.A~L:!:L~O~U~T~P=,L:!.A~N~-T!IRA~C~T~C~~~~~~--~~~-~~~~~~~~~-0~~5~' ~10'
111 = 10 1-A .. N CONCRETE PAVING ---l---'"I+*~~ 20'
SE 720Tf--1
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THOMAS RENGSTORF
AND ASSOCIATES
LA~DSCAPE ARClliTECTL'RE
SITE PLANNING
URBAN DESIGN
SUITE 202, [Jl1 WESTERN AVE., SEAnLE WA 98104
PHONE: (206) 682-7562 FAX: (206) 682-4721
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PROJECT TITLE
EAST RENTON
RENTON,WA
SHEET TITLE
CALLOUT PLAN
No. DATE REVISION BY
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1" = 10'-0" 0 5' 10' 20' N
THOMAS RENGSTORF
AND ASSOCIATES
LANDSCAPE. ARCHlTECTURF,
SITE PLANNING
URBAN DESIGN
SUITE 202, 911 WESTERN AVE ,SEATTLE, WA98104
PHONE: (206) 682-7562 FAX: (206) 682-4721
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PROJECT TITLE
EAST RENTON
RENTON,WA
SHEET TITLE
PLANTING PLAN
No. DATE REVISION
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DATE
DESIGNED
DRAWN
CHECKED
SCALE
TRA No.
CAD FILE
PROJECT
SHEET No.
September 5, 2012
TR
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1/8"= I '_0"
1237
EAST RENTON
BY
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DRIVE (MIN 24") FIRMLY INTO r=-I~:D\$~
SUBGRADE PRIOR TO BACKFILLING
ARBOR TIE -TREE GUYING MAT,-----~t_~
INSTALL PER MNFR REOUIREMENTS
PLANT SO THAT TOP OF ROOTBALL ------t'=t_-,
IS LEVEL W/ FINISHED GRADE
PLACE FERTILIZER PRIOF, TO ------,
MULCH APPLICATION. FEATHER
MULCH TO TREE TRUNK,
FORM SAUCER w/ 3" CONTINUOUS 1<fM--j...;C'
CUT AND REMOVE ALL WRAPPING & -f!-.".-+~;Fr{
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WATER AND TAMP POCKt:TS TO
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ROOTBALL IS 1" ABOVE
FINISHED GRADE
W~--PLACE FERTILIZER PRIOR
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FEATHER MULCH TO
BASE OF SHRUB.
~~~D=E~C~ID~U~O~U~S_TR_E_E_P_LA_N_T_I_N_G ___ _ o NOT TO SCALE
@ SECTION: MULTI-STEM TREE 12r~3~/~4~"---'1'~0'~'~~~------------------
2hlA RND STAKE, DRIVE (MIN 24") FIRMLY-------'<
INTO SUBGRADE AT APPROX A 45 DEG. ~ii.~:'-t'~~~J
PRIOR TO BACKFILLING.
ARBOR TIE -TREE GUYING MATERIAL.,-----~~'f---'
INSTALL PER MNFR F,EQUIREMENTS
PLANT SO THAT TOP OF ROOTBALL,------
IS LEVELW/ FINISHED GRADE
PLACE FERTILIZER PFilOR TO MULCH ---"'\
APPLICATION. FEATHlR MULCH TO
TREE TRUNK.
FORM SAUCER w/ Y' CONTINUOUS RIM J PLANT SO THAT TOP OF ROOT BALL
IS LEVEL w/ THE FINISHED GRADE
1';j"'" ,"'" '. __ . ,-,'c---,-7/--
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BURLAP FROM TOP HALF OF BALL. 'I !. .c:<>L II; =1 I
PLANT SO THAT TOP OF ROOTBALL-------
IS LEVELW/ FINISHED GRADE
PLACE FERTILIZER PRIOR TO MULCH ------,
APPLICATION, FEATHER MULCH TO
TREE TRUNK.
FORM SAUCER W/ 3" CONTINUOUS RIM,
PLANT SO THAT TOP OF ROOT BALl.
IS LEVEL W/ THE FINISHED GRADE
CUT AND REMOVE ALL WRAPPING & -+-,-+-,I--\~iil-
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NOT TO SCALE
PLANT SO THAT TOP OF ROOTBALL -------,
IS LEVELW/ FINISHED GRADE
PLACE FERTILIZER PRIOR TO MULCH
APPLICATION. FEATHER MULCH TO
TREE TRUNK.
FORM SAUCER W/ 3" CONTINUOUS RIM, . _I
PLANT SO THAT TOP OF ROOT BALL /'.:'
IS I FVFI W/ IlIE "NISHED GRAD1~~,7L: . ~ .. " .. 1 ..
1 1:2 I -WATER & TAMP POCKETS 1-=-cd • , -I !-~ N -,
TO REMOVE AIR ,_I ._1 -J..i-~rl ~-I~~. J
SCARIFY TO 4" DEPTH ---------~
GROUNDCOVER AND PERENNIAL PLANTING
NOT TO SCALE
I!=I' 1-SCARIFY TO 4" DEPTH -----'-----f---'-'-J
VARIES, ROOTBALL + 12" ? I
~~S~H~R~U_B~P~L~A~N~T_IN_G ______________ _ V NOT TO SCALE
\ \ / \ /
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DISTANCE (X) AS SPECIFIED IN THE PLANT TABLE
~r~P=L~A=N~:~P~L_A_N_T __ S_P_A_C_IN_G ________ ___
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PLANT SCHEDULE
TREES
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BOTANICAL NAME
ACER CIRCINATUM
AMELANCHIER ALNIFOLIA
CORNUS KOUSA 'EDDIE'S WHITE WONDER'
CRATAEGUS X LAVALLEI
PINUS NIGRA
TILIA CORDATA 'GREENSPIRE'
URBAN TOLERANT
BOTANICAL NAME
ARBUTUS UNEDO 'COMPACTA'
BERBERIS THUNBERGII 'CRIMSON PYGMY'
CALLUNA VULGARIS 'AUREA'
CORNUS STOLONIFERA 'FLAVIRAMEA'
CORN US STOLONIFERA 'KELSEY'
ERICA CARNEA 'DECEMBER RED'
EUONYMUS ALATUS 'COMPACTUS'
LlRIOPE MUSCARI 'ALBA'
MYRICA CALIFORNICA
PHILADELPHUS VIRGINALIS
PHORMIUM TENAX
POLYSTICHUM MUNITUM
RIBES SANGUINEUM
ROSMARINUS OFFICINALIS 'BLUE SPIRES'
RUDBECKIA FULGIDA 'GOLDSTURM'
SPIRAEA JAPONICA 'ANTHONY WATERER'
SPIRAEA JAPONICA 'GOLDMOUND'
BOTANICAL NAME
CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'
CAREX ELATA 'BOWLES GOLDEN'
IMPERATA CYLINDRICA RUBRA
MISCANTHUS SINENSIS 'GRACILLIMUS'
BOTANICAL NAME
ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE'
TURF HYDROSEED
COMMON NAME CONT
VINE MAPLE B & B
SERVICEBERRY B & B
KOUSA DOGWOOD B & B
HAWTHORN B & B
AUSTRIAN BLACK PINE B & B
GREENSPIRE LlTILELEAF LINDEN B & B
COMMON NAME CONT
DWARF STRAWBERRY TREE 5 GAL
CRIMSON PYGMY BARBERRY 3 GAL
HEATHER 2 GAL
YELLOWTWIG DOGWOOD 2 GAL
KELSEY DOGWOOD GAL
DECEMBER RED HEATH GAL
COMPACT BURNING BUSH 3 GAL
WHITE LILY TURF GAL
PACIFIC WAX MYRTLE 5 GAL
MOCK ORANGE 3 GAL
NEW ZEALAND FLAX 5 GAL
WESTERN SWORD FERN 1 GAL
RED FLOWERING CURRANT 2 GAL
ROSEMARY 2 GAL
GOLDSTURM BLACK-EYED SUSAN 1 GAL
JAPANESE SPIREA 1 GAL
SPIREA 2 GAL
COMMON NAME CONT
FEATHER REED GRASS 2 GAL
BOWLES GOLDEN SEDGE 1 GAL
JAPANESE BLOOD GRASS GAL
MAIDEN GRASS 3 GAL
COMMON NAME CONT
VANCOUVER JADE BEARBERRY 1 GAL@ 30" OC
DROUGHT TOLERANT FESCUE BLEND SEED
2"CAL 6'-8' HT 2
MULTI-STEM 6'-7' HT. 7
2.5"CAL 6' H 7
2"CAL 8'-10' HT. 7
8'-10' HT. 20
2.5"CAL 12'-14' HT 8
MIN HT ISPREAD O.C. SPCG
7
43
97
36" 71
18" -24" 24" 46
AS SHOWN 94
36" 16
160
23
36" 21
36" 1 1
103
36" 15
32
AS SHOWN 177
30" 134
89
MIN HT ISPREAD O.c. SPCG
36" 16
49
24" 108
12" -18" 13
SPCG AP RT
594
9,964 SF
---.. "-----,
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THOMAS RENGSTORF
AND ASSOCIATES
LMWSCAPE ARCllITECTURE
SITF. PLANNJN(;
URBAN DESIGN
SUITE 202, 911 WESTERN AVE., SEAnLE, WA 98104
PHONE: (206) 682-7562 FAX: (206) 682-4721
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PROJECT TITLE
EAST RENTON
HI<:NTON,WA
SHEET TITLE
PLANT SCHEDULE AND
PLANTING DETAILS
No. DATE REVISION BY
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DATE September 5,2012
DESIGNED
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SCALE
TRA No.
CAD FILE
TR
CM,BS
TR
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1237
PROJECT EAST RENTON
SHEET No.
L 1.03
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NOTE STRUCTURAL TO APPROVE WALLS OVER 4' HT
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COMPACTED SU8GRADE ----'
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21 PLAN: PICKLEBALL COURT MARKINGS
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MAINTAIN 2" CLEARANCE FROM ALL SIDES
-ASPHALT BASKETBALL COURT
-%" MINUS CRUSHED ROCK, TYP.
-NO. 5 REBAR @ 15" O.C., VERTICAL
MAINTAIN 2" CLEARANCE FROM ALL SIDES
I N STALL 8" GAL V STEEL
PIPE SLEEVE 4'-6" LONG
IN CONCRETE FOUNDATION,
THEN GROUT POST INTO PIPE
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NOTES: ALIGN POST WITH FENCE, SEE PLAN.
BASKETBALL RIM HEIGHT IS 10'.
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NOTES 2"X6" STRINGER:,
1 "X6" PLANKS
4"X4" POST
1. PRIVACY FENC:: TO FOLLOW FI~ISHED
GRADE, SIEP IN 24" VERIICAL INCREMENTS
SCALE 3/4'-1-0
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4 x 4. EMGCD INTO CO~CRElE
=OOTING. TOP 0= POST FLUSH w/ CI\P
TOP RAIL:
TIGHT KNOT CEDAR 2 x 4
FFNCF PlANK
TIGHT KNOT CEDAR 1 x 6
CENTER Oi~ POST ANIJ RAIL
POSITIO~ TIGHTLY SIDE TO SIDE,
NO SPACES BETWEE~I PLA~KS
M,DDLE IIAII:
TIGHT KNOT CEDAR ) x 4
BOTTOM RAil:
TIGHT KNOT CEDAR 2 x ~ FACING
INTFRIOR OF LOTS ALLOW 4"
CLEARANCE mOM FINISHED GRADE
TO BOTTOM OF RAil. STRII\IGER L
Sl~l FACFS 10 FAST. FINISHm
BOARI) FACES 10 WEST TYP.
FINISHED GRADE
CONCRC:TE FOOTII~G:
size 1)" x 24" CIRCU_AR FOOTING
EMBED POST INTO POST HOLE
AND POUR CONCRETE.
SLOPf lOP OF fOOTINC AWAY
FROM POST ON ALL SIJES
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THOMAS RENGSTORF
AND ASSOCIATES
LANDSCAPE ARCHITECTURE
SITE PLANNING
URBAN DESIGN
SUITE 202, 911 WESTERN AVE., SEATTLE, WA9S104
PHONE: (206) 682-7562 FAX: (206) 682-4721
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PROJECT TITLE
EAST RENTON
.RE!\,[O:'>l", \VA
SHEET TITLE
SITE DETAILS
No. DATE REVISION
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DATE Scpt(:IIlbcr 5, 2012
DESIGNED
DRAWN
TR
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CHECKED TR
SCALE 118"=1'-0"
TRA No. 1237
CAD FILE
PROJECT EAST RENTON
SHEET No
BY
L2.01