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HomeMy WebLinkAboutLarge FormatKEY PLAZA SHORT PLAT SHEET :1. OF 2
LUA-12-012-SHPL-A
LND-20-0570 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15, TWP. 23 N., RGE. 5 E., W.M .
. CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESCRIPTION
LOT 2, KING COUNTY SHORT PLAT NO. 1079069, RECORDED UNDER RECORDING NO. 8002040734, RECORDS OF
KING COUNTY, WASHINGTON.
OWNERS' DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNER(S) OF INTEREST IN THE LAND
HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF
THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
AMBER PROPERTIES, LLC,
A WASHINGTON LIMITED LIABILITY COMPANY
BY:
ITS:
KEYBANK NATIONAL ASSOCIATION
A NATIONAL BANKING ASSOCIATION
BY:
ITS:
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF ·---)
GEO H. BALES, LLC,
A WASHINGTON LIMITED LIABILITY COMPANY
BY:
ITS:
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON THAT
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--------
OF AMBER PROPERTIES, 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: , 2012.
PRINTED NAME:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON
RESIDING AT
MY APPOINTMENT EXPIRES ______ _
STATE OF WASHINGTON )
)SS
. __ ) COUNTY OF
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON THAT
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--------
OF GEO H. BALES, 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: , 2012.
PRINTED NAME:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON
RESIDING AT--·
MY APPOINTMENT EXPIRES ________ _
STATE OF WASHINGTON )
)SS
. __ ) COUNTY OF
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON THAT
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 --------
OF KEYBANK NATIONAL ASSOCIATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATED: ______ _, 2012.
PRINTED NAME:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON
RESIDING AT
MY APPOINTMENT EXPIRES -------·
DECLARATION OF COVENANT
THE OWNER OF THE LAND EMBRACED WITHIN THE SHORT PLAT, IN RETURN FOR THE BENEFITS
TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY
THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND
ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT
SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
EASEMENT NOTES
1. THE PRIVATE ACCESS AND PARKING EASEMENT SHOWN ACROSS LOT 1 IS TO THE BENEFIT
OF THE OWNERS OF LOT 2. THE OWNERS OF SAID LOTS 1 AND 2 SHALL SHARE EQUALLY IN
THE MAINTENANCE RESPONSIBILITIES FOR THE ACCESS AND PARKING FACILITIES WITHIN SAID
EASEMENT.
2. THE PRIVATE ACCESS EASEMENT SHOWN ACROSS LOT 2 IS TO THE BENEFIT OF THE
OWNERS OF LOT 1. THE OWNERS OF SAID LOTS 1 AND 2 SHALL SHARE EQUALLY IN THE
MAINTENANCE RESPONSIBILITIES FOR THE ACCESS FACILITIES WITHIN SAID EASEMENT.
3. THE PRIVATE STORM DRAIN AND VAULT ACCESS EASEMENT SHOWN ACROSS LOT 2 IS TO
THE BENEFIT OF THE OWNERS OF LOT 1. THE OWNERS OF SAID LOT 1 SHALL BE RESPONSIBLE
FOR THE MAINTENANCE OF THE VAULT AND STORM DRAIN FACILITIES WITHIN SAID EASEMENT.
NOTES & RESTRICTIONS
1. THIS SITE IS SUBJECT TO THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR
REFERRED TO THEREIN IN A MEMORANDUM OF LEASE BETWEEN LESSOR AMBER PROPERTIES,
LLC, A WASHINGTON LIMITED LIABILITY COMPANY AND GEO H. BALES, LLC A WASHINGTON
LIMITED LIABILITY COMPANY AND LESSEE KEYBANK NATIONAL ASSOCIATION AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 20080805000894.
2. THIS SITE IS SUBJECT TO THE TERMS OF AN EASEMENT FOR SLOPES, CUTS AND FILLS
GRANTED TO KING COUNTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 5830643.
3. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT FOR
EXCEPTIONS AND RESERVATIONS OF MINERALS AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 192430.
4. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT FOR DEDICATION
FOR ROADS, PROVISIONS FOR CONSTRUCTION OF STORM DRAINAGE SYSTEM, RESERVATION FOR
SLOPES, CUTS AND FILLS ALONG LOTS FOR REASONABLE GRADING ALONG ROADS AS
DISCLOSED BY INSTRUMEN?'RECO,'IDED UNDER RECORDING NUMBER 8002040734.
5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT ENTITLED
COVENANT TO ANNEX TO THE CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 8312050536.
6. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, AND RESTRICTIONS, BUT OMITTING ANY
COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP,
FAMILIAL STATUS, OR NAT!ONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID
COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR
(8) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS
PROVIDED IN AN INSTRUMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8509260633.
7. THIS SITE IS SUBJECT TO AN EASEMENT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR,
REPLACE, IMPROVE, REMOVE AND ENLARGE ONE OR MORE UTILITY SYSTEMS FOR PURPOSES OF
TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY GRANTED TO PUGET SOUND
ENERGY, INC. A WASHINGTON CORPORATION AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 20090512000923. THE EASEMENT DESCRIBED WITHIN SAID INSTRUMENT IS
A 10-FOOT STRIP CENTERED UPON FACILITIES AS CONSTRUCTED, TO BE CONSTRUCTED,
RELOCATED OR EXTENDED AND THEREFORE CAN NOT BE A CCU RATEL Y PLOTTED.
8. THIS SITE IS SUBJECT TO AN EASEMENT FOR WATER LINE UTILITIES AND UTILITY PIPELINE
GRANTED TO CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20100216001605, AND IS SHOWN 1-jEREON. .,
CITY OF RENTON APPROVALS
ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS
EXAMINED AND APPROVED THIS _ DAY OF -------·---• 20_.
ADMINISTRATOR
DEPT. OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF , 20~
KING COUNTY ASSESSOR DEPUTY ASSESSOR
RECORDING CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF CITY OF RENTON THIS ____ DAY
OF • 20 __ , AT ___ MINUTES PAST ___ .M. AND
RECORDED IN VOLUME __ OF PLATS, PAGES RECORDS OF
KING COUNTY, WASHINGTON.
DIVISION OF RECORDS AND ELECTIONS
MANAGER SUPERINTENDENT OF RECORDS
SURVEYOR'S CERTIFICATE
CITY OF REN TON
CONTROL POINT
NO. 1503
9 !O
RENTON
NE 4!H, ST.
CREENWOOO
CEMETERY
NE 2ND ST.
~
"
16 \ ~ SE 136TH ST. .____ ~
15
~___. Cl TY OF REN TON
CONTROL POINT
NO. 478
MAPLEWOOD
GOLF COURSE
VICINITY MAP
NOT TO SCALE
!J
14
cORE 1471 1 N.E. 29th Pl. Suite 101
Bellevue, Washington 98007
~DESIGN
425.885.7877 Fax 425.885.7963
ENGINEERING· PLANNING· SURVEYING
JOB NO. 07069
KEY PLAZA SHORT PLAT SHEET 2 OF 2
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
LUA-12-012-SHPL-A
LND-20-0570
CITY OF RENTON, KING COUNTY, WASHINGTON
FND CASED CONCRETE
MON\
W/1/8" COPPER PIN 9~0--
DN 0.6' ON 7 /01/02
CITY OF RENTON CONTROL 16 5 --
POINT #1503
1050.43 ---T--
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N.E. 4TH STREET ---
242.41
18~.95 (CALC. AND PLAT)
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/ CITY OF RENTON
1~ WATER ESMT.
/ REC. NO. 20100216001605
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LOT 1
4431 N.E. 4TH STREET
29856± SF
PRIVATE ACCESS &
PARKING EASEMENT
SEE ESMT. NOTE 1,
SHT. 1 & DETAIL A,
THIS SHEET
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FND CASED CONCRETE _j
MON
W/1/4" BRONZE PIN
ON 0.7' ON 7/01/02
Cl TY OF REN TON
CONTROL POINT #4 78
LEGEND
LOT 4 ~ --~ i'II -., I J __ l a..00
MARTIN'S ACRE TRACTS N I -......J ' I ~ I I I ~
UNRECORDED ;to_ I I ~ -r _+ --__ J 11 L ! ~ ~ TAX LOT# 5182100039 -~ / ~ ~ , ~
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WATER ESMT. •-x---l....x--.._ I
REC. NO. 20100216001605 L ',f.J
0
5' CLF ON it ~ ~
PRIVATE ACCESS
EASEMENT
SEE ESMT. NOTE 2,
SHT. 1 & DETAIL A,
THIS SHEET
7.5' PRIVATE STORM DRAIN
& VAULT ACCESS EASEMENT
SEE ESMT. NOTE 3, SHT. 1
---) ,~
r 9: LOT 2
353 BREMERTON AVENUE N.E.
31243± SF
LOT 2
K.C.S.P. 1079069
REC. NO. 8002040734
/
6 VBF ON
Naa·o6'26"W 2 ( 12.63 CALC. & PLAT)
FOUND 1/2" REBAR I FOUND 1/2" REBAR
WITH YPC LS "GTC WITH YPC LS "GTC 13 30444" O 3' N OF 30444", 0.2' N OF
• ---PROP. LIL -l PROP. LINE.
15
12
I FOUND 1/2" REBAR),
WITH YPC LS "GTC
30444", 0.1' N OF
I
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PROP. LINE I
16
~
·------j
14
RIDJVIEW COURT
VOL. 2r PGS. 75-78
i
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11 I I 17
6' VBF ON ll.
FOUND 1 /2'' REBAR
WITH YPC LS "GTC
30444", 0.1' N OF
PROP. LINE EXTENDED
20
---
19
----
BASIS OF BEARINGS + SECTION CORNER MONUMENT (AS NOTED) N88'03'10"W BETWEEN THE MONUMENTS FOUND AT THE
NORTHWEST SECTION CORNER AND THE NORTH QUARTER
SECTION CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M.
~ QUARTER SECTION CORNER MONUMENT (AS NOTED)
f£, SURVEY MONUMENT (AS NOTED)
• SET 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED
"CORE LS 38488"
o FOUND CORNER MARKER (AS NOTED)
CLF
VBF
CHAIN LINK FENCE
VERTICAL BOARD FENCE
HORIZONTAL DATUM
NAD 83/91 PER CITY OF RENTON HORIZONTAL CONTROL
NETWORK
30'
30.01
25'
FND 3" SURFACE DISC
KING COUNTY SURVEY
MON
STAMPED 10-15
SURVEYOR'S NOTES
2585.69
1292.84
ON 7/01/02 \
~--~
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN
EXTRACTED FROM OLD REPUPLIC NATIONAL TITLE INSURANCE
COMPANY AL TA COMMITMENT, ORDER NO. 5207090808-5,
DATED DECEMBER 7, 2011. 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 REFERENCED
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON
OLD REPUBLIC'S REPRESENTATIONS OF THE TITLE'S
CONDITION TO PREPARE THIS SURVEY AND THEREFOR CORE
DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND
COMPLETENESS TO THAT EXTENT.
w z
LLJ
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30'
30'
~ 30'
m "'
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,;:, ,~
b
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RENTON HIGHLAND BUSINESS
CENTER
A CONDOMINIUM
VOL. 119, PGS. 8-9
-·--
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SCALE:
0 20
REFERENCES
KING COUNTY SHORT PLAT NO. 1079069, RECORDED
UNDER RECORDING NO. 8002040734, KING COUNTY, WA.
1 " 40'
40 BO
LINE BEARING DISTANCE
Ll N01 '53' 34"E 17.92
L2 N00'46'55"E 10.44
L3 N00'44'31 "E 0.89
L4 N00'44'31 "E 15.00
L5 NS8'06'26"W 18,~~-
L6 N01'53'34"E 20.00
L7 No1·53'34"E 20.00
L8 NS8'06'26"W ·--20.00
L9 N01'53'34"E 27.00
L10 NS8'06'26"W 20.00
L11 N01 '53'34"E 4.83
L12 N89'13'29"W 13.31
L13 N00'46'55"E 21.07
L14 NS8'06'26"W 16.00 -·
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL
IMPROVEMENTS FOUND ON JANUARY 20, 2012. ALL SURVEY
CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS
PROJECT IN FEBRUARY. 2008, UNLESS OTHERWISE NOTED.
3. PROPERTY AREA = 61,099± SQUARE FEET (1.4026±
ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE
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.
6. SECTION SUBDIVISION CALCULATED FROM COORDINATE
VALUES PUBLISHED BY THE CITY OF RENTON AND
WASHINGTON COUNCIL OF COUNTY SURVEYORS/SURVEY
CONTROL DATABASE FOR THE EAST AND SOUTH QUARTER
SECTION CORNERS OF SECTION
CURVE RADIUS DELTA ANGLE ARC LENGTH
C1 8.00 go·oo·oo" 12.57
C2 10.00 90'00'00" 15.71
C3 .. ·"'· 12.50., .. 1.0·5_s'5J.",. 8.94 .
-N88'03'10"W 55.64
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PRIVATE ACCESS LOT 2 LI:::; NS9'15'29"W 52.28 ~ ~
EASEMENT ------
SEE ESMT. NOTE 2,
SHT. 1
DETAIL A
1" = 40'
cORE
~DESIGN
14711 N.E. 29th Pl. Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
ENGINEERING · PLANNING· SURVEYING
JOB NO. 07069
-------------------~-------------------__;;;S;;.;:'Ei:;.;::C.;.:. . .:;;;1:;;;.5.:..,., .;..;TlM;..;.;_'P..:..:. 2:;;'3::;...;.,:~:.:t.· ..:.R.:.;;G;;.;;;E;.;.. . .;;;;5..:E;;;.i.,:...;W.;.;.:.;,;.M;.:.;. ___________________ e==-·-·""·-·~--m·-·---------------;c!--··,,;, -~-
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SCALE: 1 "
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EDGE OF EXISTING
ASPHALT PAVING
EXISTlNG ROCKERY
20'
40
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----------·-· i ----"'-=,-
-----· --+ i __ i .,
EXISTING /2" WM -
EXISTlNG 4' 8/ACK POLY
COATED CHAIN UNK FENCE
PRIVATE ACCESS AND PARKING
E5M'T FOR THE BENcFIT OF LOT I
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APPROl HEIGHT= 4·
APPROX LENGTH = 16'5' . c
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CITY OF RENTON WATER ESMT.
REC. NO. 2010021600!605
8' PR/VA 7E STORM DRAIN &
VAULT ACCESS EASEMENT
AS-BUil T 6" SS CONNECTION (TYP)
LOT 2 EDGE OF EXIS G
ASPHALT PAVING
PR/VA 7E ACCESS ANO PARKING
ESM'T FOR THE BENEFIT OF LOT I
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OWNER/APPLICANT
AMBER PROPERTIES LLC
P.O. BOX 3015
RENTON, WASHINGTON 98056
PHONE.· (425) 427-0149
CONTACT.-ROBIN BALES
PLANNER/ENGINEER/SURVEYOR
CORE DESIGN INC.
14111 N.E. 29TH PLACE, SUITE IOI
BELLEVUE, WASHINGTON 93007
(425) 885-7871
CONTACT.-LAFE HERMANSEN-PLANNER
DAVID CAYTON, PE -ENGINEER
KEN SHIPLEY, .D.LS. -SURVEYOR
LEGAL DEJ;c·R/PTION ~_c___;:_c:;_;;:c_:__;:_ _________________ _
LOTZ KING COUNTY SlfOi?T PLAT NO.
COUNTY, WA.
1079069, RECORDED UNDER RECORDING NO. 800204-0734, KING
-=-a=-=-~ -=---=ru"-"-"WJ-=---L-
VERTICAL DA TUM = CITY rJF RENTON NA vV !988
HORIZONTAL: NAO 83/91 PER CITY OF RENTON HORIZONTAL CONTROL NETWORK
BENCHMA.R'K
BM #I -!/8" COPPEfi PIN IN CASED CONC MON@ THE INTERSECTION NE 4TH ST & UNION AVE SE,
CITY OF RENTON CONTROi POiNT # 1503 = ELEV. 40/,02
BM #2 -1/4" BRONZ[ PIN IN CASED CONC MON @ THE INTERSECTlON SE 2ND PL & UNION A~ SE.
CITY OF RENTON CONTROi POINT# 478 = ELEV. 391.02 '
BASIS OF l1EARINGS
.=:;_;;_..;;.;:;;..::..;;::;__::;_:_=,_,,____ =-===-=::-:=:-:===:c:------------------
NBBVJ'!O''W BETWEEN TH[ MONUMENTS FOUND AT THE NOR'fJ-/WEST CORNER AND lHE NORTH QUARTER
CORNER OF SECTION !5, /(!WNSHIP 23 NORTH, RANGE 5 EAST, W.M.
NOTES:
!. KEY BANK REQUIRES Ii' p,IRKING STALLS:
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MAPL1. WOOL)
CClF COURSE
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VICINITY MAP
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KEY PLAZA SHORT P.LAT SHEET 1 OF 2
LUA-12-012-SHPL-A
LND-20-0570 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY,. WASHINGTON
LEGAL DESCRIPTION
LOT 2, KING COUNTY SHORT PLAT NO. 1079069, RECORDED UNDER RECORDING NO. 8002040734, RECORDS OF
KING COUNTY, WASHINGTON.
OWNERS' DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT· WE., THE UNDERSIGNED, OWNER(S) OF INTEREST IN THE LAND
HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF
THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE. HAVE SET OUR HANDS AND SEALS.
AMBER PROPERTIES, LLC,
AJ;,T°ii.i~ANY
BY: ~'¥, M.~\t)
ITS: ~er
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
J/ · )SS
COUNTY OF __15~--· )
I CERTIFY THAT I KNOW .OR HAVE SATISFACTORY EVIDENCE THAT ~ H. &t,s: · IS THE PERSON THAT
APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT H~D THIS INSTRUMENT; ON OATH STATED
THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT; AND ACKNOWLEDGED IT AS THE N'f#f,t.~
OF AMBER PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND voiliNTARY ACT OF
DECLARATION OF COVENANT
THE OWNER OF THE LAND EMBRACED WITHIN THE SHORT PLAT, IN RETURN FOR THE BENEFITS
TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY
THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND
ALL FUTURE PURCHASERS OF THE LOTS, ()R OF ANY SUBDIVISION. THEREOF. THE COVENANT
SHALL RUN WITH THE LAND AS SHOWN OI~ THIS SHORT PLAT.
EASEMENT NOTES
1. THE PRIVATE ACCESS AND PARKING EASEMENT SHOWN ACROSS LOT 1 IS TO THE BENEFIT
OF THE OWNERS OF LOT 2. THE OWNERS OF SAID. LOTS 1 AND 2 SHALL SHARE EQUALLY IN
THE MAINTENANCE RESPONSIBILITIES FOR THE ACCESS AND PARKING FACILITIES WITHIN SAID
EASEMENT. .
. 2. THE PRIVATE ACCESS EASEMENT SHOWN ACROSS LOT 2 IS TO THE BENEFIT OF THE
OWNERS OF LOT 1. THE OWNERS OF SAID LOTS 1 .AND 2 SHALL SHARE EQUALLY IN THE
MAINTENANCE RESPONSIBILITIES FOR THE ACCESS FACILITIES WITHIN SAID EASEMENT. .
3. THE PRIVATE STORM DRAIN AND VAULT ACCESS .EASEMENT SHOWN ACROSS LOT 2 is TO
THE BENEFIT OF THE OWNERS OF LOT 1. THE OWNERS OF SAID LOT 1 SHALL BE RESPONSIBLE
FOR THE MAINTENANCE OF THE VAULT AND STORM DRAIN FACILITIES WITHIN SAID EASEMENT.
4. THE EMERGENCY ACCESS EASEMENT SHOWN ON SHEET 2 OF 2 IS HEREBY GRANTED. AND .
CONVEYED TO THE CITY OF RENTON FOR EMEF1GENCY ACCESS PURPOSES.
NOTES & RESTRICTIONS
1. THIS SITE IS SUBJECT TO THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR
REFERRED TO THEREIN IN A MEMORANDUM OF LEASE BETWEEN LESSOR AMBER PROPERTIES,
LLC, A WASHINGTON LIMITED LIABILITY COMPANY AND GEO H. BALES, LLC A WASHINGTON
LIMITED LIABILITY COMPANY AND LESSEE f<EYBANK NATIONAL ASSOCIATION AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 20080805000894.
2. THIS SITE IS SUBJECT TO THE TERMS OF AN EASEMENT FOR SLOPES; CUTS AND FILLS
GRANTED TO KING COUNTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING .
NUMBER 5830643. .
3. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT FOR
EXCEPTIONS AND RESERVATIONS OF MINEi;A!:S AS DISCLOSED BY INSTRUMENT RECORDED
.. ~ F:,M~PURPOSES MENTIONED IN rnE INSTRUUENT
,_ -·"-'-·UNDER-·RECORJiNG--NUMBER 192430. __ ,, :-. '\;":·:_i_. ..
DA TED:~ If , 2012.
PRINTED NAME: ~~~l/.~u-' -f ___ _
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON
RESIDING AT /<, H'f · ti,
MY APPOINTMENT EXPIRES _[i ff_:~
STATE OF WASHINGTON )
)SS ·
COUNTY OF ~~-)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT {;aK!!f_t,.I{ ,4./,t.... . IS THE PERSON THAT
APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE~ED THIS INSTRUMENT; ON OATH STATED
THAT HE WAS AUTHORIZED TO EXECUTE THE iNSTRUMENT; AND ACKNOWLEDGED IT AS THE. r•"'~
OF GEO H. BALES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTAifr'AcT OF SUCH
PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
C¥-~·~
DATED:~-·, 20a
~~l~J~ ~:L~h fx~~R THE~M"_ __
STATE OF WASHINGTON
RESIDING. AT ~~_a ____ ._. -. ---.
MY APPOINTMENT EXPIRES -~Joi(',
4. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT FOR DEDICATION
FOR ROADS, PROVISIONS FOR CONSTRUC1iON OF STORM DRAINAGE SYSTEM, RESERVATION FOR
SLOPES, CUTS AND FILLS ALONG LOTS FO~ REASONABLE GRADING ALONG ROADS AS
DISCLOSED BY INSTRUMENT RECORDED. UNDER RECORDING NUMBER 8002040734.
5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT ENTITLED
COVENANT TO ANNEX TO THE CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 8312050536.
6. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, AND RESTRICTIONS, BUT OMITTING ANY
COVENANTS OR RESTRICTIONS IF ANY, BASED UPON F!ACE, COLOR, RELIGION, SEX, HANDICAP,
FAMILIAL STATUS, OR NATIONAL ORIGIN UMLESS AND ONLY TO THE EXTENT THAT SAID
COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR
(B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS
PROVIDED IN AN INSTRUMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8509260633. .
7. THIS SITE IS SUBJECT TO AN EASEMENT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR,
REPLACE, IMPROVE, REMOVE AND ENLARGE Ol'JE OR MORE UTILITY SYSTEMS FOR PURPOSES OF
TRANSMISSION, DISTRIBUTION AND SALE O:' GAS AND ELECTRICITY GRANTED TO PUGET SOUND
ENERGY, INC. A WASHINGTON CORPORATION AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 20090512000923. THE EASEMENT DESCRIBED WITHIN SAID INSTRUMENT IS
A 10-FOOT STRIP CENTERED UPON FACILITIES AS CONSTRUCTED, TO BE CONSTRUCTED, .
RELOCATED OR EXTENDED AND THEREFORE CAN NOT BE ACCURATELY PLOTTED.
8. THIS. SITE IS SUBJECT TO AN EASEME!H FOR WA lER LINE UTILITIES AND UTILITY PIPELINE
GRANTED TO CITY OF RENTON AS DISCLOSED 13Y INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20100216001605, AND. IS SHOWN HEREON.
CITY OF RENTON APPROVALS
ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS . . . th
~x.AM~:n~ND. A.PPRovE9;TH.1 •. s .s D .. AY ~ .. J2ec.&t1BeR
ADMINISTRA.@i{J~ ~Jt!JY/ef,r/~ .·
, 20)2.
DEPT.. OF ASSESSMENTS
EXAMINED AND APPROVED TH1S•6i£ 0AY OF ~j • . ~c') 20j'L.
l.khld !-bCti . ~ y~
KING -CduNTY .ASSESSOR . · EPUTYASSESSOR
RECORDING CERTIFICATE
CONFORMED COPY
20121207900004
CITY OF RENTON SPM
PAGE-001 OF 002
12/07/2012 12:17
143.00
SURVEYOR'S CERTIFICATE
6t 5210 ~ oo4 (
DAY
i---·M. AND
RECORDS OF
OF RECORDS
I, KENNETH WILLIAM SHIPLEY, HEREBY CERTIFY THAT THIS SHORT PLAT IS BASED ON AN
ACTUAL SURVEY, IN SECTION. 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING
COUNTY, WASHINGTON, THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY
HEREON, THAT THE LOT CORNERS ARE STAKED CORRECTLY ON THE GROUND AND THAT I
HA VE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS.
K~u~SH~
PRO!'TS'310rl.A.L LAt!D SURVEYOR
LICENSE NO. 38488
STATE OF WASHINGTON
9
RENTON
NE 4TH. ST.
GREENWOOD
CEMETERY
DATE:· le{ \OIIL
Cl TY OF REN TON
CONTROL POINT
NO. 1503
10
NE 2ND ST.
~
"'
16 \ ~ 5£ 136TH ST. ~~ ~
15
.-------1 Cl TY OF REN TON
CONTROL POINT
NO. 478
MAPLEWOOD
GOLF COURSE
VICINITY MAP
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cORE 14711 N.E. 29th Pl. Suite 1 0 1
~·DESIGN
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
ENGINE E.R ING · PLANNING · SUR VEY ING
JOB NO_ 07069
KEY PLAZA SHORT PLAT SHEET 2 OF 2
A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SEC. 15; TWP. 23 N., RGE. 5 E., W.M.
LUA-12~012-SHPL-A
LND.,-20-0570
CITY OF RENTON, KING COUNTY, WASHINGTON
FND CASED CONCRElE
MON~
W/1/8" COPPER PIN gf •""'
ON 0.6' ON 7/01/02 16 15 ·· . ·~
CITY OF RENTON CONTROL . ·.· ·.-... -. . . POINT #150.3
1050.43 -__ -oj'--
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242.41
. i I .1 18~.95 (CALC. AND PLAT)
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SEE ESMT. NOTE 4, SHT. 1
& DETAIL A, THIS SHEET
/ : . CITY OF RENTON
I ~ WATER. ESMT. PRIVATE ACCESS & I : REC. NO. 20100216001605 PARKING EASEMENT
SEE ESMT. NOTE 1,
I LOT 1 SHT. 1 & DETAIL A,
I / 4431 N.E. 4TH STREET !HIS· SHEEf "'
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CITY OF RENTON
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LEGEND
MARTIN'S ACRE TRACTS ~
UNRECORDED :;
TAX LOT# 5182100039 "j 1
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SEE ES~1T. NOTE 3, SHT. 1 I ~
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FOUND 1/2" REBAR
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_ PROP. Llt:!L..
12
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30444", 0.2' N OF
~ PROP. LINE.
15
LOT 2
353 BREMERTON AVENUE N.E.
31243± SF
LOT 2
K.C.S.P, 1079069
REC. NO. 8002040734
I Fi~~Dy),f~tsi~~ I
30444", O.J' N OF I ~:OP. LINE I
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20
---·-
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BASIS OF BEARINGS + SECTION CORNER MONUMENT (AS NOTED) N88·03'1 o"w BETWEEN THE MONUMENTS FOUND AT THE
NORTHWEST SECTION CORNER AND THE NORTH QUARTER
SECTION CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M.
~ QUARTER SECTION CORNER MONUMENT (AS NOTED)
ffi SURVEY MONUMENT (AS NOTED)
• SET 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED
"CORE LS 38488"
O FOUND CORNER MARKER (AS NOTED)
CLF
VBF
CHAIN LINK FENCE
VERTICAL BOARD FENCE
HORIZONTAL DATUM
NAO 83/91 PER CITY OF RENTON HORIZONTAL CONTROL
NETWORK
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RENTON HIGHLAND BUSINESS
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REFERENCES
KING COUNTY SHORT PLAT NO. 1079069, RECORDED
UNDER RECORDING NO. 800204073.4, KING COUNTY, WA.
~,, •• iJ.:.,LL..,o.L, •• ll"
'
SURVEYOR'S NOTES
FND 3" SURFACE DISC
KING COUNTY SURVEY
MON
STAMPED 10-15
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN
EXTRACTED FROM OLD REPUPLIC NATIONAL TITLE INSURANCE
COMPANY ALTA COMMITMENT, ORDER NO. 5207090808-5,
DATED DECEMBER 7, 2011. IN PREPARING TIHIS 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 REFERENCED
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
COMMITMENT. CORE DESIGN, INC, HAS RELIED WHOLLY ON
OLD REPUBLIC'S REPRESENTATIONS OF THE TITLE'S
ON 7 /01/02 \ .
n CONDITION TO PREPARE THIS SURVEY AND THEREFOR CORE
DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND
COMPLETENESS TO THAT EXTENT .
LINE BEARING DISTANCE
Ll N01 '53'34"E .17.92
L2 N00'46'55"E 10.44
L.3 N00'44'31 ''E 0.89
L4 N00'44'31 "E 15.00
L5 N88'06'26"W 18.32
L6 N01 '53'34"E 20.00
L7 · N01 '53'.34"E 20.00
LB .. N88'06'26"W . 20.00
L9 N01 '53'34"E 27.00
L10 N88'06'26"W 20.00
Lll N01 '53'34"E 4.83
L12 N89'1 !/29"W 13.31
L13 Noo·45'55"E 21.07
L14 N88'06'26"W 16.00 ·.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL
IMPROVEMENTS. FOUND ON JANUARY 20, 2012. ALL SURVEY
CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR TIHIS
PROJECT IN FEBRUARY, 2008, UNLESS OTIHERWISE NOTED.
3. PROPERTY AREA = 61,099± SQUARE FEET (1.4026±
ACRES).
4. ALL DISTANCES ARE iN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY, A SOKKIA FIVE .
-SECOND. COMBINED ELECTRONIC TOTAL ST.ATION .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.
6. SECTION SUBDIVISION CALCULATED FROM COORDINATE
VALUES PUBLiSHED BY THE CITY OF RENTON AND
WASHINGTON COUNCIL OF COUNTY SURVEYORS/SURVEY
CONTROL DATABASE FOR THE EAST AND SOUTIH QUARTER
SECTION . CORNERS OF SECTION
CURVE RADIUS DELTA ANGLE ARC LENGTH
C1 8.00 90'00'00" 12.57
C2 10.00 go·oo·oo" 15.71
C3 12.50 40'58'51" 8.94
'--N88'0J'10"W 55.64 -
24.00
r--t~ PRIVATE ACCESS &
25 / · / PARKING EASEMENT
g I / SEE ESMT. NOTE 1,
_w I .
1
SHT. 1
?;/ ~I
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2 / t:I LOT 1 PARKING EASEMENT h / SEE ESMT. NOTE 1,
/ ~ / SHT. 1
r -'--l z: I 25' EMERGENCY
J LB : \ i ACCESS EASEMENT
01 I I 24' EMERGENCY ~~~-~SlvlT. NOTE 4· /-., ---i g /-ACCESS EASEMENT __ _
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PRIVATE ACCESS PRIVATE ACCESS% ~ ;t ::1
EASEMENT EASEMENT & EMERGENCY I:::;. t ~"'
SEE ESMT. NOTE 2, ACCESS EASEMENT LN89"15'29"W 52.28
SHT. 1 . SEE ESMT. NOTES 2 & 4, -----
LOT 2
DETAIL A
1· =:= 40'
c:ORE
~DESIGN
SHT. 1
1471 1 N.E. 29th Pl. Suite IO 1
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
ENGINEERING•. PLANNING, SURVEYING
JOB NO. 07069
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OWNER/APPLICANT
AMBER PROPERllES, LLC.
P.O. BOX 3015
RENTON, WASHINGTON_ 98056
PHONE: (425) 427-0149
CONTACT.· ROBIN BALES
LANDSCAPE ARCHITECT
CORE DESIGN, INC:
14711 NE 29/H PL, S/Jl!E 101
BELLEVUE., WAS!!IN6'TON 98007
PHONE· (425) 885-7877
CONTACT.· LANDSCAPE ARCHITECT-JOSH BEARD, R.L.A.
s111::1:·r LIST
LA1VOSCAPE PLAN L201
L231
L101
L1J1
LA/1/0SCAPE SCHEDULES, NO TES & DETAILS
/RR/CA T!ON PLAN
!RR/CATION SCHEDULES, NOTES & DETAILS
PROJECT NOTES .... -·-··---·---
(A'\ LOT 2 LA!vusr:APE ii'EQUIREMENTS (PROPO.S[D): __ _,,
1,
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SOU17-I & WEST,(325 LF): 5' LANDSCAPEBUFFER
!REES (l/30 LF):
REQUIREO: 11
PROVIDED: 14 (12 NEW AND 2 EX/SllNG)
SHRUBS: (l/20 SF):
REQUIRED: 82
PROVIDED: 82
EX/Sf/NG LANDSCAPING (lREES, SHRUBS AND GROUNOCOVER) PROVIDED AS A
PART OF 1!/E "KEY PLAZA OF RENTON HIGHLANDS" DEVELOPMENT AND SHOWN
FOR CONTEXTUAL PURPOSES ONLY..
PLAN REVlEW
CITY OF RC:NTON
I ' ','I 0 -· ~o••l ·./,J L l L'JI[
REC''C_n_ f"'"D . b'.'. l IJ i.:
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIC!
1--800-424-5555
RECOMMENDED
FOR APPROVAL ·1
Ai' ~
I
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
1 lMf&tfr/l!id
BY.· ------· DA TE: __ '1.11.
BY.· _______ OAlE ___ ]1
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MfHUA PENNIN~D
CERTIFICATE NO. 938
20' cORE
20 40
~DESIGN
ENGINEERING ·
BY.· ______ DATE: _
1471 I NE 29th Place Suite IO I
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
L J PLANNINGSURVEYl~G-
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PLANT SCHEDULE
QTf BOTANICAL NAM£ COMMON NAM£ SIZE SPACING COMMENTS
TREES
5 AMELANCHIER 'A UTIJMN BRILLIANCE' AUTUMN BRILLIANCE 2' CAL. MIN. AS SHOWN WELL BRANCHED S£RV1C£B£RRY
5 CHAMAECIPARIS 081/JSA 'cRAC/LIS' SLENDER HINOl<l CIPRESS 5-6' HT. MIN. AS SHOWN WELL BRANCHED
.
2 TSUCA MERTENS/ANA MT. HEMLOCK 15-6' HT. MIN. AS SHOWN WELL BRANCHED
SHRIIBS
25 ARBUTUS UNEDO '£LAN KING' 1
ELAN KING Sil/A IYBE.1/R Y
J0-36" HT. 4' O.C. TREE
-... --·--,-.--·
9 C/STVS X H't/JR/DUS WI-I/IF ROU(fi'.OSF 24-JO" HT. 4' o.c.
·-----. .
28 /LEX CRFNA TA 'GREEN ISLAND' Gli~TN /SZAAn JAPANESE HOLLY 15-18" HT. J' 0. C.
------·--·--·--·'""" '\,.. ' J MAHON/A AQU/FOLIUM 'cOMPACTA' DWARF OfrECON CRAPE 15-78" HT. 4' O.C.
..
7 SPIREA JAPONICA 'GOLDMOUND' GOLDMOUNiJ 5PIREA 15-/8" HT. 4' o.c.
. -·--------.-.
16 VIBURNUM DA VIOi/ DAVIDS VIBURNUA/ 15-/8" !IT. J' 0. C.
--------·---~~--
PLANTING NOTES
/. THE LANDSCAPE CONTRACTOR MUST BE UCENSEO AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACIICES AND HA VE THE
NECESSARY EOUIPMENT AND PERSONNEL TO PERFORM HVRK.
2 THE LANDSCAPE CONTRACTOR SHAU. BE RESPONSIBLE FOR FAM/UAR/ZINC IIER/HIMSEIF /Ill// !HE SITE AND Ali OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANOSCAPE WORK.
3. THE LANDSCAPE CONTRACTOR SI/Ali BE RESPONSIBLE fVR I'r/£.· Fi''QIECl!ON OF ALI UTILITIES ANO USE CAUi/ON 1111/LE EXCAK41/NG IN ORDER TO AW/Ii DISTIJRBING ANY EX/SI/NG
Ulll/1/ES. THE LANDSCAPE CONTRACTOR WILi PROMPTLY NOTIFY /HE GENERAL CONTRACTOR AND 0/tNER OF ANY CONFLICTS. 1N THE EVENT OBSTRUCI/ONS ARE ENCOUNTERED DURING
PLANTING ACTl'41/ES, ALTERNATIVE LOCATIONS MAY BE SELEC'TEO BY THE 0111/ER'.S" REPRESEIITAIIVE.
4. THE LANDSCAPE CONTRACTOR I/ILL COORDINATE ALL WORK RE.0TfD TO OTHER TRADES AS HEQUIRED.
' 5. THE LANDSCAPE CONTRACTOR SHALL PR0'40E AIL PLANTS OF 11/E,QJ//R{CT SIZE, SPECIES VAR/ETt, QUANl/fY ANO QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON
LANDSCAPE PIAN IF UNAVAILABLE, /HE LANDSCAPE CONTRACTOR SHA!i,Nl))/FY THE OWIVER'.S" REPRESENTATIVE IMMED/AffLY A/ID PROVIDE THE NAMES ANO !EIEPHOIIE NUMBERS OF
Tl/REE NURSERY SUPPLIERS OR PLANT BROKERS THAT HM[. BEE/I C:YJIITACT[/)_· ·· SUBS/ITU/IONS SI/Ali ON/ Y BE MADE UPON TIIE APPROVAL OF TIIE Olri/ER'S REPRESEI/TA TIVE. -, y ~
6. ALL PLANT MATER/AL SHALL BE 11/SPECTED <ND APPROVED BY J/IE 0111'/[/j,.~ ·REPR[m:/[AT/vEPRl()R.JQ PLAl!l/1/G. :ALL, PLAIIJ!,I_A TERl~L !jlj.,jld, ;CONFORM 'TO..Jl/Ec,J/,IERICAN
STAI/DAROS FOR NURSERY srocK BY AMERICAN 1/Uf!SERY & LAVO.'i!'-dfT1SSOCIATIOll(ANS! Z60.!}.
7. THE LANDSCAPE CONTRACTOR SflA/.l OELIVER, /JAINTAIN AND 1",JTHI PLANT MAlE"RIAI UNTIL 0111/ERS FINAL ACCEPTANCE IS RECE/1£0.
8. THE LANDSCAPE CONTRACTOR SHALL TAKE All NECESSARY PRECAUl/01/S 10 PROTECT ALL PROPERTt, INCIUD/1/G PA VEME/11, WALKWA rs; CURBS, FENCING, STRUCTURES, ETC. DUR/1/G
CONSTRUCTION. ,,
' ' 9. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEP/MG i,'i[Of/MEO OF ALL EX/SI/NG CODES. LAWS AND ORDINANCES RELA /I/IC TO THE WORK REQUIRED ON SITE, AND
SHALL COMPL Y ACCORDINGL Y.
10. ll/E LANDSCAPE CONTRACTOR SI/ALL COORDINATE Mlfl ll/E GENERAi CONTRA<TOR TO ASSU/1[ PROPER SUBCRADES ARE /JET. THESE /1/CLUDE 6' BELOW f/NISI/EO GRADE FOR
PLA/11/NC BEDS AND 4" BELOW fl/I/SHED GRADE 1/I IAMI AREAS.
II. THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTA 111£ SOIL SAMPLES TO THE OltNER's REPRESEIITA l/VE FOR APPROVAL, BY AN APPROVED SOIL TESTING LABORATORY.
AMENDMENTS SHALL BE ADDED TO TIIE SOIL MIX AS RECOMMENDED BY SOIL TEST/1/G LAB.
12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR BR/1/G/l!G PLA/11/N/; Bf.OS AND LAM/ AREAS TO f/11/SI/EO GRADE USING APPROVED TOPSOIL TOPSOIL SHALL BE PACIFIC TOPSOIL
THREE-WAY MIX OR SIMILAR AND SHALL HAYE A PH RANGE OF 5.0 TO lf._5.
' 13. THE LANDSCAPE CONTRACTOR SHALL /I/STALL TOPSOIL TO A DEPTH OF 6' IN PLAl/l/1/G BEDS AND 4" Ill SODDED /AMI AREAS. TIIE LANDSCAPE CONTRACTOR SHALL ROTOIILL
TOPSOIL A MIii/MUM OF 6' II/TO EXISTING SOIL LA YER.
14. THE LANDSCAPE COi/TRACTOR SHALL RAKE PREPARED AREAS ANO REWOvE ANY ROCK OR DEBRIS OVER I'. II! LAHN AREAS ROLL FOR FIRMNESS TO PR0'4DE A UNIFORM SURFACE
WITHOUT DIVOTS OR MOUNDS. ,:
15. THE LANDSCAPE COi/TRACTOR SHALL SET Fl/I/SHED GRADES BELOW EO~E OF HARDSCAPE ELEMEl!TS PRIOR TO MULCH AND/OR SOD INSTAil.Ai/ON GRADES SHALL BE SET J" BELOW
ADJACENT HARDSCAPE SURFACES FOR PLAN/ING BEDS ANO I' BELOW FOR. LAMI AREAS.
16. TIIE LANDSCAPE CONTRACTOR SHALL PROV/OE A 2' DEEP LA YER OF !./ULCH Ill ALL PLANTING BEDS.
17. MULCH SHALL BE Fl/IE GROUND FROM FIR OR HEMLOCK, OF ON/FORM C9LOR. AND FREE FRO/,/ WEED SEEDS, SAHVUST, WOODFlBERS OR ANY OTHER COMPOUND DETRIWENTAL TO
PLANT GROWTH.
18. FER/11/ZER SHALL BE A COMPLETE COMMERCIAL BRAND FERTIUZER II-Ill/ COMPLETE CHEMICAL ANALYSIS SHOMI ON AN UNOPENED CONTA/1/ER lt1/EN DELIVERED. FERIILIZER SHALL BE
APPUED AT RATES CONSISTENT Hllfl THE MANUFACTURER'5" RECOMMEIIOATIONS A/10 SOil TESlll!C IAB's RECOMW£lvDATl0NS
19. WORK AREAS TO BE KEPT ltEAN A/10 FREE OF DEBRIS AND RUBBISHDUR/1/G PROGRESS OF WORK UN/IL COMPLETION. RAKE BEDS NEATLY TO AN El£// fl/IE GRADE AROUND ALL
PLANTS. ALL PA ¥ED AREAS ARE TO BE CLEAi/ED BY BROW AND/01/ Ji'ASHED AFTER EACH DAYS WORK OR AS REQUIRED. ALL PLA/11/NC AREAS AND ADJACENT PA vED AREAS SHALL
BE LEFT IN A NEAT AND CLEAN CONDIT/OIi UPON COMPLEIION OF JOE!.
20. IF A DISCREPANCY EXISTS .!JET/IEEN TIIE PIA/IT QUA/IT/I/ES ON HIE PLANT SCHEDULE A/10 THOSE SHOMI ON THE PLAN THE QUANT/I/ES ON TIIE PLAN SHALL GOVERN.
NW 1/4, NW1/4, SEC. 15, TWP, 23 N., RGE 5 E, W.M
DETAILS
STAKING NO TES:
RUBBER HOSE AT TREE; HOSE SHALL BE LONG
ENOUGH TO ACCOMMODATE ! YEARS GROWTH
AND PROTEC/" TRUNK FROM DAMAGE OR
CHAFING& ASSURE PROTECTION OF BRANCHES.
• • ".-..------------PRUNE TREE AS DIRECTED IN
• • 0 • •. • PLAN TING NO TES
J HARDWOOD STAKES OR Oll/ER APPROvED
MATERIAL; ALL STAKES TO BE DRlvEN
OUTSIDE ll/E ROOTBALL, AT 120' SPACING &
INTO NA TlvE SOIL A MIN. OF 6''.
•
•
•
TIGHTEN ONL Y ENOUGH TO KEEP FROM SLIPPING " •
GAL VAN/ZED l'IIRE OR CABLE; Tff!ST WIRE TO ~ 0
(ALLOW FOR SOME TRUNK MOvEMENT). .
•
•
• • 0 0 0 0
• • • • • • • • o• o 0
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~-.,c..-:_• ••
• • •
J' MIN.
~,' .,.t"--~:;;:i
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I 1/2 x ROOTB,tLL DIA.
--~
l 2 x ROOTBALL DIA. ,
TREE PLANTING DETAIL
INCLUDES STREET, ORNAMENTAL NTS
AND CONIFEfrOUS TREES
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2 x ROOTBALL DIA.
LEVEL CONDITION
~--PLANT TREE SO ll/AT ll/E TRUNK
CROWN IS VISIBLE AT ll/E TOP OF
ll/E ROO TBALL; SET TOP OF
ROOTBALL FLUSH TO GRADE; DO
NOT COvER ll/E CROWN OF
ROO TB ALL WI lll SOIL
---MIN. 2" MULCH; DO NOT PLACE IN
CONTACT Willi TRUNK.
~--4 IN. HIGH EARlll SAUCER AROUND
EDGE OF PLANllNG PIT. r FINISH GRADE
ROUGHEN EDGES OF PIT
...----TAMP TOPSOIL BACKFILL AROUND
ROOTBALL BASE ARMLY WllH FOOT
PRESSURE TO A VOID SHIFT OF
ROOTBALL.
------REMOvE ALL TWINE, l'IIRE AND
BURLAP FROM TOP HALF OF
ROO TBA LL; NON-BIODEGRADEBLE
MATERIAL SHALL BE REMOVED
COMPLETEL Y.
SOIL LAYER
PLACE ROOTBALL ON UNEXCAVA TED
SOIL PEDESTAL TO PREVENT
SEmlNG
C~f--s;_'H,_t?Ui_EJ_PL_A_N_TIN_G_D_E_TA_IL __ _
~ NTS
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
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l UNDERGROUND LOCATOR SERVICE ,ii
CALL BEFORE YOU DIC!
1-800-424-5555
RECOMMENDED
FOR APPROVAL
~~
BY: ___ _
BY: _____ _
DATE:
DATE:
CERTIFICATE NO. 938
cORE
~DESIGN
BY.·-------DATE'
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
ENGINEERING , PLANNING SURVEYING
CORE JOB# 07069
LANDSCAPE SCHEDULES, NOTES & DETAILS L23/
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LEGEND
I POC
MAIN LINE-I V SCH 40 PVC
SCH. 40 SLEEVING (2 X PIPE DIAMETER}
LA TERAL LINE -SCH 40 PVC
OR/PLINE {NETARM CV TECHLINE OR SIMILAR)
DOUBLE CHECK VAL vt; APPROVED BY STA TE HEAL TH OEPARWENT
ffi /RR/GA T/otl METER
I£] CONmOLLtR (TORO TCC-M24 & TCC-PEO) OR APPROVED EQUAL
GE) /' VALVE (TORO EZF-21-05 & -25-05}, OR APPROVED EQUAL
f><1 MANUAL i,A le VAL VE
Q QUICK COUPLING VAL VE
PROJECT NOTES
POINT OF CONNECTION, CONTROLLER, VAL WS & SENSOR LOCATIONS AR£ APPROX/MA IE AND TO BE ADJUSTED AS
NECtSSARY. YER/FY AND NOTIFY DISCREPENCIES AS REQUIRED. FINAL LOCATION T.B.D.
GENERAL NOTES
1. !RR/GA TION DESIGN IS SCHEMA 1/C:
2. ALL /RR/GA T/ON WORK TO 8£ PERFORMED WI/HIN PLANTING BEDS.
SCALE: 1"
10 20
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 938
1-
20 1 cORE
~DESIGN
40
ENGINEERING
CORE JOB# 07069
,.:...,;_' ...
RECOMMENDED
FOR APPROVAL
BY.·------
BY.· ------
BY.·-------
DATE:
DATE:
DATE:
1471 1 NE 29th Place Suite 101
Bel/evue, Washing ton 98007
425.885.7877 Fax 425,885.7963
PLANNING SURVEYING
IRR/6"A TION PLAN LJ.Oi
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VAL VE SCHEDULE \
VAL/£
TYPE CPM SIZE(") -----
DRIP 15,6 ~
VAL/£
0
ZONE
PERIMETER
DR/PLINE SCHEDULE
CV TECHLINE UN£ SPACING DRIP T
INTERVAL , GP/,/
18' 18'
I
0.6
PIPE SIZING .SCHEDULi:·
FLOW {GPY) PIP£ SIZE
1-4 ,.
1
6-8 f
9-13 r
14-2} 1$"
24-33 tf'
]4-5] 2·
54-73 zf'
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IRRIGATION NOTES
GENERAL CONTRACTOR TO PROVIDE-
!. NOl/RCA l/ON FOR INSTALLA l/ON OF SL£H1N~ NOl/CE TO /RR/CATl()N c'oNrRACTOR SHALL 8£ A /.1/N!MU/.I 48 HOURS PRIOR TO INSTALLATION
2.
3.
4.
5.
All NECESSARY REW LAYOUTS TO ifRIFY EXACT LOC~ l/ON OF All RFQUIRED S/£EVES.
S/£EVES TO BE OOUBLE ll/E OUTS/OE DIAMETER OF LATERALS OR !JAINIJNE.
' INSTALLATION OF 110 VOLT ELECTRICAL SERI/ICES FROJ.I ELECTRICAL SOfJRCE TO AUTOYAl/C CON/f/Oll£R, INClUOING MR£ HOOK-UP INTO
CONTROllER (IRH/G'A l/ON CONIHACTOR Hill MOUNT CON1HOIJ.£R PE/1.HS!6N AND COORO/NA TE YI/ff/ GENERAL CONTRACTOR).
/RR/GA TION MAINLINE SLEE'IES SHALL BE NO MORE THAN 24 INCHES NCR°lESS ll/AN 18 INCHES HIO!J TOP OF RN/SHED GRADES.
6. ANY CHANCES ANO/ OR ADJUSTMENTS TO LOCA /IONS OF S1£Ev£S, lW/E INSTALLED, SI/All BEDONE AT ll/E EXPENSF OF /HE GENERAL CONTRACTOR.
\
7. COORDINATE IRRIGAl/ON BACKFLOW PREVEIITOR /Ill// LOCAL WATER DIS/R!CT. lOCAl/ON OF BACKFLOW PREVENTOR TO BE DETERMINED BY IRRIGATION
CONTRACTOR IN COORD/1/A l/ON Ml// CENEf/Al CONTRACTOR,
8. PRIOR TO /1/STAllATION OF IRRIGAl/ON SYS/EMS, ALL PLAN!EHS TO BE'~1£AR£D, CRUBBE/J, AND SUBCRAOE SET BY GENERAL CONTRACTOR.
IRRIGAllON CONTRACTOR TO PROVIDE:
/. ALL WORK PER LOCAL CODES. INSTALL MA TER/Jll PER Ml1NIJFAr:!llglj?;<0 SP'"CIRCA l/ONS'
2. All VAL,£$ To BE PLACED IN 'ARMOR ACCESS~OXES:: BOXES ~,;,;; r;,/:~ LIDS (OR APPROVED EQUAL) SET BOXES AT RN/SHED CRAOE.
3. YAX. OPERA l/NG PRESSURE NOT TO EXCEEO 60 PSI.
3. YA/NL/NE PIPE TO BE BURIED 18 INCHES BELOW RN/51/EO CHAO£, 1A IIYAL 12 INCHES BELOW RN/SHED GRAOE ANO OR/PLINE 4' -8" INCHES BELOW FINISHED
GRAD£ NO ROCKS OR DEBRIS TO BE BACKFIIJ.£0 OVER PIPE. .
4. AuJIJST LINE AS NECESS'ARY. SUPPLY ANO EXHAUST HEADERS SHOIJIO Bf INDENTED 2'-4" FROM HAROSCAPES ANO PLANIINC AREAS.
5. SPACE DR/PLINE AT JI]" INTERVALS.
6. PROWOE OiWER ~f/H "AS BU/Lt ORAIIINC AND OPERATOR's 1,/ANUAUIPON COJ.IPLETION. INSTRUCT Ol'INER AS TO PROPER WINTERIZAl/ON OF !RR!CAl/ON
SYSTEM (BLOW OUl). YAX. AIR PRESSURE TO BE KEPT AT 45 PSI OR LOYIER FOR NETAFIMTECHUNE SYSTEM TYPES.
7. DOUBLE CHECK VALVE ASSEMBLY TO BE PLACEO ADJACENT TO IRNICAWV WATER METER.
8. PLACE STEEL SOil STAPLES ALONG DR/PLINE 5' O.C ANO AT All RTllNGS.
9. PLACE/JENT OF FLUSH/NC VAL i£S ANO AIR/'IACUUM VAL ifS AR£ L'ENE/!~l. PLEAS£ ifR!FY TO ENSURE ll/AT VAL ifS AR£ LOCA TEO IN APPROPRIATE
LOCA l/ONS (FLUSHING @ LOW POINTS. & AIR/VACUUM (I HIGH PC¥NIS r RUNS}.
10. IRRIGATION DESIGN IS SCHEMAl/C; All lRRIGAl/ON WORK TO BE P{RFOf,(£0 11/lll!N SITE BOUNDARIES ANO WI/HIN LANDSCAPE AREAS HI/ERE FEASIBLE.
11. ifRIFY TREE LOCATION PER ACCOMPANY/NC LANDSCAPE PLAN (12.01) "
DETAILS
WA 1ER SERI/ICE _ill
FROM /RR/CA l/ON
METER ··-
CALV. UNION T'rP.
TEST COCKS TO
FACE-UP FOR
TESl/NC
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S!Zif ro RT.
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VAL I[-RA/NB/RO J33
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VAL VE AjSEMBL Y
NTS
APPROVED OOUBLE
CHECK VAL/£
AMETEK BOX OR 2" DIAMETER
P. V.C. Ylll/1 LOCK/NC CAP.
FINISH GRAD£
MAIN LINE~.
TO
SYSTEM
WASHED CRA ITT UNDER
ENTIRE ASSEMBLY, BLOCK UNIT
AS REQUIRED.
NOTE:
USE PIPE DOPE OR
TEFLON TAPE ON
ALL GAL V. FITTINGS
NW 1 '4, NW. 4, SEC. 15, TWP. 23 N., RGE 5 £, W.M
Q) PVC MAINLINE
@ VAL\/£ BOX
@ FINISHED GRADE
7 0 TORO VAL\/£
J1 .. 8 · . --·-·-
. @
4 " CLEA
@ SERI/CE EXPANSION COIL
@ SCH. 80 UNION
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@ FILTER
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@ 1 CU. FT. PEA GRA \/El SUMP
@ VAL VE BOX EXTENSION
S£C7/0N/EL£VA 7/0N
@ BRICK SUPPORTS
REMOTt· CONTROL VAL VE W/FILTER DETAIL \__2 ,--S-O_LL_R-CE-:~Ta-R-0---------------'-------------N-T.-S
FINISH GRADE-
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SEE SPECS
DR/PLINE START CONNE:_'C770N DETAIL ,\' ,J )-------------------
,_ SOURCE' NETAF/1,/ NTS
SOURCE: TORO
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(.,_±;--;;;;RfOR WALL MOUNT CONTROlLER (PLAS
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POWER PER LOCAL ANO NA IIONAL
ELECTRICAL COOES
3/4' FIELO OUlPUT HIRES
SECURE TO WALL WIIH
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(j) 1/2" CONDUIT FOR SENSOR WIRES
SECURE TO WALL Ml//
APPROPR/A TE PIPE CLAMPS
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WIRES
@ FINISl/£0 GRADE
NTS
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..J--:::'. Fe?
3/4' GRA \/El SUM .
(I CUBIC FOO l)
NOTE: FLUSH VAL \/ES TO BE LOCATED AT LOWEST ELEVA 7/0N OF DR/PLINE !RR/GA T/ON AREA
MANUAL FLUSHING VAL VE DETAIL
SOURCE' NETAF/M NTS
LF
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Techline START
CONNECTION
MALE ADAPTER
PVC DR POLY EXHAUST HEADER
PVC OR POLY SUPPLY HEADER
~ ;·
Tech/ine START
CONNECTION
(SEE DETAIL 4)
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VAL vF WITH DISC
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AREA PERIMETER
Techline @ CV TUBING
PERIMETER LATERALS
2" TO 4" FROM EDGE
(]) DR/PLINE LA YOU T 61----------
SOURCE: NETAF/M NTS
"UNDERGROUND LOCATOR ~~NV
CALL BEFORE YOU DIG!
1-800-424-5555
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
OSHUA PENNING~
CERTIFICATE NO. 938
cORE
RECOMMENDED I
FOR APPROVAL I
BY: ______ _ DATE:
BY: _____ _ DATE:
BY:-------DA TE:.:·
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
f
I
'
~DESIGN
SURVEYING I ENGINEERING · PLANNING
COREJOB#07069 I I I I I I I I j
IRR/(,'AT/ON SCHEDULES, NOTES & DETAILS L3.J
1 OF 2 KEY PLAZA SHORT PLAT SHEET
LUA-12-012-SBPL-A
LND-20-'-0570 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY,. WASHINGTON
LEGAL DESCRIPTION
LOT 2, KING COUNTY SHORT PLAT NO. 1079069, RECORDED UNDER RECORDING NO. 8002040734, RECORDS OF
KING COUNTY, WASHINGTON.
OWNERS' DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT. WE; THE UNDERSIGNED, OWNER(S) OF INTEREST IN TIHE LAND
HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF
TIHE SHORT SUBDIVISION MADE HEREBY, AND TIHAT SAID SHORT SUBDIVISION IS MADE WITIH THE FREE CONSENT
AND IN ACCORDANCE WITIH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
GEO H. BALES, LLC,
A WASH GTON LIMITED LIABILITY COMPANY
ACKNOWLEDGMENTS
DECLARATION OF COVENANT
THE OWNER OF THE LAND EMBRACED WITHIN THE SHORT PLAT, IN RETURN FOR THE BENEFITS
TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY
THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND
ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT
SHALL RUN WITH THE LAND AS SHOWN O:~ THIS SHORT PLAT. .
EASEMENT NOTES
1. THE. PRIVATE ACCESS AND. PARKING EASEMENT SHOWN ACROSS LOT 1 IS TO THE BENEFIT
OF THE OWNERS OF LOT 2. THE OWNERS OF SAID LOTS 1 AND 2 SHALL SHARE EQUALLY IN
THE MAINTENANCE RESPONSIBILITIES FOR THE ACCESS AND PARKING FACILITIES WITHIN SAID ·
EASEMENT. . .
2. THE PRIVATE ACCESS EASEMENT SHOWN ACROSS LOT 2 IS .TO THE BENEFIT OF THE
OWNERS OF LOT 1. THE OWNERS OF SAID LOTS 1 AND 2 SHALL SHARE EQUALLY IN THE
MAINTENANCE RESPONSIBILITIES· FOR THE ACCESS FACILITIES WITHIN SAID EASEMENT.
3. THE PRIVATE STORM D.RAIN AND VAULT ACCESS EASEMENT SHOWN ACROSS LOT 2 IS TO
THE BENEFIT OF THE OWNERS OF LOT 1. THE OWNERS OF SAID LOT 1 SHALL BE RESPONSIBLE
FOR THE MAINTENANCE OF THE VAULT AND STORM DRAIN FACILITIES WITHIN SAID EASEMENt.
4, THE EMERGENCY ACCESS EASEMENT SHOWN ON SHEET 2 OF 2 IS. HEREBY GRANTED AND
CONVEYED TO THE CITY OF RENtoN FOR EMEF!GENCY ACCESS PURPOSES.
NOTES &c RESTRICTIONS
STATE OF WASHINGTON ) 1. THIS SITE IS SUBJECT TO THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR
. • )ss . REFERRED TO . THEREIN IN A MEMORANDUM OF LEASE BETWEEN LESSOR AMBER PROPERTIES,
LLC, A WASHINGTON LIMITED LIABILITY COMPAl'IIY AND GEO H. BALES, LLC A WASHINGTON
COUNTY OF --· ) LIMITED LIABILITY COMPANY AND LESSEE f(EYBANK NATIONAL ASSOCIATION AS DISCLOSED BY
. ~· I{. LJ J _ . . INSTRUMENT RECORDED UNDER RECORDING NUMBER 20080805000894. I CERTIFY THAT I KNOW .OR HAVE SATISFACTORY EVIDENCE THAT . • Q U:S' IS THE PERSON THAT
APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HESIGED TIHIS INSTRUMENT; ON OATH STATED 2. THIS SITE IS SUBJECT TO THE TERMS OF AN EASEMENT FOR SLOPES, CUTS AND FILLS
THAT HE WAS AUTHORIZED TO EXECUTE TIHE INSTRUMENT; AND ACKNOWLEDGED IT AS TIHE .,,,,,,,.,,.~ GRANTE N C T AS DI Los-o BY. IN TRU"ENT R OED UND .
OF AMBER PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND voLi.JrrARY ACT OF NUMBERD 51~0~4f OUN y SC t. . s M ECOR ER RECORDING
-s~c~ PARTY F°.~TIHE ;z; PURPOSES MENTIONED IN TIHE INSTRUMENT. 3. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT FOR 0-/ -. ~ . _ ~ __ -·· -··· ___ . -··-----~ ---····· _ ---·fr-···~--·-····+. ..,.-~ ... ····--·~--.... , ...... r::.x1.~~Tl~~J~~~.DN~R~~~~~LTI01~~ ,3o~ AS DISCLOSED BY INSTRUMENT RECORDED
, ~ --L; ~L.-'C::I"'\ -·r,C),..,Ur,;LJii 'u-~1,~ .. HvtOC:~ -·'-::i;L!.J' \..;.
DA TED: Mt/ /f , 2012.
PRINTED NAME:~~--
NOTARY PUBLIC IN AND FOR THE
ST A TE OF WASHINGTON
RESIDING AT I<, ""f (i,
MY APPOINTMENT EXPIRES _l~ ~~~
ST A TE OF WASHINGTON )
)SS
~TY~~~-) .. · .
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE TIHAT ('.'.i~C,f{ ~ .. ·. IS THE PERSON THAT
APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HESIGED THIS INSTRUMENT; ON OATH STATED
THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT; AND ACKNOWLEDGED IT AS THE r,.111~
OF GEO H. BALES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARACT OF SUCH
PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
~(M ...
DA TED: __AA./_/fl · , 20~
PRINTED NAME:-~ UK,""
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON
RESIDING AT . · IG""f a.
MY APPOINTMENT EXPIRES f#. M • .Jo,("
4. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT FOR DEDICATION
FOR ROADS, PROVISIONS FOR CONSTRUCTION '.)F STORM DRAINAGE SYSTEM, RESERVATION FOR ·
SLOPES, CUTS AND FILLS ALONG LOTS FO~ REASONABLE GRADING ALONG ROADS AS
DISCLOSED BY INSTRUMENT RECORDED UN:JER RECORDING NUMBER 8002040734.
5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN INSTRUMENT ENTITLED
COVENANT TO ANNEX TO THE CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 8312050536.
6. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, AND RESTRICTIONS, BUT OMITTING ANY
COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP,
FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID
COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR
(8) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINSTf-tANDICAPPED PERSONS, AS
PROVIDED IN AN INSTRUMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8509260633.
7. THIS SITE IS SUBJECT TO AN EASEMEfH TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR,
REPLACE, IMPROVE, REMOVE AND ENLARGE ONE OR MORE UTILITY SYSTEMS FOR PURPOSES OF
TRANSMISSION, DISTRIBUTION AND SALE o:= GAS AND ELECTRICITY GRANTED TO PUGET SOUND
ENERGY, INC. A WASHINGTON CORPORATION AS DISCLOSED BY INSTRUMENT RE:CORDED UNDER
RECORDING NUMBER 20090512000923. THE EASEMENT DESCRIBED WITHIN SAID INSTRUMENT. IS
A 10-FOOT STRIP CENTERED UPON FACILITIES AS CONSTRUCTED, TO BE CONSTRUCTED, .
RELOCATED OR EXTENDED AND THEREFORE CAN NOT BE ACCURATELY PLOTTED.
8. THIS SITE IS SUBJECT TO AN EASEMEtH FOR WATER UNE UTILITIES AND UTILITY PIPELINE
GRANTED TO CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20100216001605, AND IS SHOWN HEREON.
CITY OF RENTON APPROVALS
ADMINISTRATOR, DEPARTMENT OF PU.BLIC WORKS
EXAMIN.JJ .. ·· .A ... ND.· .A. p. PR·O. v6··E . TH··.·./l···s· _5!.h·· D.A· y. ·. O.F _J2..E..·LJE.t1Bel?..
20)2
-,, ·~~ n1'1f-e¢tlt.d1-.
ADMINISTRATd\)\). . ~. ~~
DEPT. OF ASSESSMENTS . ·. . ·.. .. . . .
EXAMINEO ANO APPRO>t:O.THIS b.tL OAY o,rw~ .... ~ 20J'.7,_
_Ll~"-:J_d_Jla.m -?6 ~
KING CduNTY ASSESSOR . · EPUTY ASSESSOR .
RECORDING. CERTIFICATE
CONFORMED COPY
20121207900004
CITY OF RENTON SPM
PAGE-001 OF 002
12/07/2012 12:17
, ... , ... ,~"""""'-''
143.00
SURVEYOR'S CERTIFICATE
6152.,0-004 (
·r __ . c..--DAY
___ .M. AND
" RECORDS OF
I
OF RECORDS
I, KENNETH WILLIAM SHIPLEY, HEREBY CERTIFY THAT THIS SHORT PLAT IS BASED ON AN
ACTUAL. SURVEY, IN SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING
COUNTY, WASHINGTON, THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY
HEREON, THAT THE LOT CORNERS ARE STAKED CORRECTLY ON THE GROUND AND THAT I
HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS.
W\A a.P
KENNETH WILLIAM SHIPLEY
... _ . P80FES'3!0:1AL .. LN)Q .. .S'JRYE..'l'QR.~---=-~-.
LICENSE NO. 38488
STATE OF WASHINGTON
9
RENTON
NE 4T!I. ST.
GREENWOOD
CEMETERY
Cl TY OF REN TON
CONTROL PO/NT
NO. 1503
!D
NE 2ND ST.
'a:
/6 \
SE !J61H ST. ~ ~
15
~-CITY OF RENTON
CONTROL POINT
NO. 478
MAPLEWOOD
GOLF COURSE
VICINITY MAP
NOT TO SCALE
1!
14
coiE
~·.DEflGN
14711 N.E. 29th. Pl. Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
E N G I N FE R I N G PLANNING· SURVEYING
JOB 1 NO. 07069
SHEET 2 OF 2
KEY PLAZA SHORT PLAT
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15; TWP. 23 N., RGE. 5 E., W.M.
LUA-12-012-SHPL-A
LND-20-0570
CITY OF RENTON, KING COUNTY, WASHINGTON
FND CASED CONCRETE
MON~
W/1/8" COPPER PIN .9r1o~-
DN 0.6' ON 7 /01/02 1 5
CITY OF RENTON CONTROL .... -... -.. · .. · .·.· .. POINT #1503
1050.43 ---7;'"'--
1-
:5 a..
I\
!,.....,.
JO
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-----'--'--N.E. 4TH STREET
~242.41
/ I I 18~. 95 ( CALC. AND PLAT)
'---1--'----11 :
I I · 24' EMERGENCY ACCESS EASEMENT
~I I
J/. :II. SEE ESMT. NOTE 4, SHT. 1
& DETAIL A, THIS SHEET
Il
l 4· .. · · /. CITY OF RENTON
f---WATER. ESMT.
/ REC. NO. 20100216001605
I
II / [ LOT 1
j 4431 N.E. 4TH STREET
r -'--'--'-j : i 29856± SF
J / J: : 25' EMERGENCY ACCESS EASEMENT
PRIVATE ACCESS &
PARKING EASEMENT
SEE ESMT. NOTE 1.
SHT. 1 . & DETAIL A,
THIS SHEET
30'
c.o
N
LOT 4 N~
I ,: : & DETAIL A, THIS SHEET . . . . §' I • I J1. . .}1· . .SEE ESMT. NOTE. 4 ... ·S.HT. 1
1--J · 1l L.-: 1 -----, ---l a..
w
ix,
N
MARTIN'S ACRE TRACTS
UNRECORDED ..._....
TAX LOT# 5182100039 ~
od
00
N
I --i d 1 . I r-1~-1 . ~
I { . I I I w,
I I -1 --.:..:..~ _l-'--~'----.. . I I I ,..; I I r:----'. ---------1----1_ + c.o
I I I . . . I I' ~
1 t. I N88'06'26"W 212.53 : : I t u
113' -1------j -·. -L------,----,.-~-----....J ~ "-------1 N88'06'26"W 164.66 ~ ---=---=::-----~ L'--"--( ~
~ ---j · i------------:--'---'-'--------~-~~+-----1 r-~
8 •~-.~•-·. .2~-. . f I : / ~ z L ..J X ·-·-· X X I
---~--··-~-----~~--~-·~~T-~,~fE::~~J~--"~ -l=-~-----r.----4 --····-·-··--
REC. NO. 20100216001605 L-x-x--t=~J
"to I
0 ~,
. _/. g
!;;:
5' CLF ON t. . -'
PRIVATE ACCESS
EASEMENT
SEE ESMT. NOTE 2,
SHT. 1 & DETAIL A,
THIS SHEET
6 VBF ON
7.5' PRIVATE STORM DRAIN
& VAULT. ACCESS EASEMENT
SEE ESMT. NOTE 3, SHT. 1
LOT 2
353 BREMERTON AVENUE N.E.
31243± SF
LOT 2
K.C.S.P, 1079069
REC. NO. 8002040734
N88.06'26nW 212.63 (CALC. & PLAT)
' r ~
r 2
13
FOUND 1 /2'' REBAR
WI lH YPC LS "GTC
30444" 0 3' N OF
-PROP. Llr:!L..
I FOUND 1 /2'' .REBAR
WITH YPC LS "GTC
30444", 0. 2' N OF
I. FOUND 1/2'' REBAR
WITH YPC. LS "GTC
30444", 0.1' N OF I
6' I/BF ON
FOUND 1/2'' RCBAR
WITH YPC LS "GTC
30444", 0.1' N OF
PROP. LINE EXTENDED -l PROP. LINE.
15 I PROP. LINE
16 I
i
I
20
12
,J,_ . --· ---'·-
FND CASED CONCRETE-~
MON
W/1/4" 81\0NZE PIN
DN 0. 7' ON 7 /01/02
CITY OF RENTON
CONTROL POINT #478
LEGEND
11
+ SECTION CORNER MONUMENT (AS NOTED)
~ QUARTER SECTION CORNER MONUMENT (AS NOTED)
@ SURVEY MONUMENT (AS NOTED)
• SET 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED
"CORE LS 38488n
O FOUND CORNER MARKER (AS NOTED)
CLF
VBF
CHAIN LINK FENCE
VERTICAL BOARD FENCE
_J __ _ ---·-·
14
RIDJl/lEW COURT
VOL 2r PGS. 75-78 I
19
17 I -·---
BASIS OF BEARINGS
Naa·o3'10"W BETWEEN THE MONUMENTS FOUND AT THE
NORTHWEST SECTION CORNER AND THE NORTH QUARTER
SECTION CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M.
HORIZONTAL DATUM
NAO 8.3/91 PER CITY OF RENTON HORIZONTAL CONTROL
NETWORK
JO'
30.01
25'
I
L.J z
La.I
I =>
I~
JO'
2585.69
1292.84
RENTON HIGHLAND BUSINESS
CENTER
A CONDOMINIUM
VOL. 119, PGS: 8-9
I
I
I
I
I
I
I
I
I
I
I
FND :r SURFACE DISC
KING COUNTY SURVEY
MON
STAMPED 1 Oc-15
ON 7/01/02 \
··~
LINE BEARING
L1 ND1 '53'J4"E
L2 N00'46'55"E
L3 N00'44'31 ''E
L4 N00'44'31 "E
L5 N88'06'26"W
L6 ND1 '53'34"E
L7 ND1 '53'J4"E
LB N88'06'26"W
L9 N01.'53'J4"E
~10 N88'06'26"W .·
L11 N01 '53'34''E
L12 N89'13'29"W
L13 ND0'45'55"E .
DISTANCE
17.92
10 .. 44
0.89
15.00
18.32
. 20.00
20.00
. 20.00 .
27.00
20.00
4.83
13 .. 31
21.07
SURVEYOR'S NOTES
1. ALL · TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN
· EXTRACTED FROM OLD REPUPLIC NATIONAL TITLE INSURANCE
COMPANY AL TA COMMITMENT, ORDER NO. 5207090808-5,
DA TED DECEMBER 7, 2011. 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 REFERENCED
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
COMMITMENT, CORE DESIGN, INC. HAS RELIED WHOLLY ON
OLD REPUBLIC'S REPRESENTATIONS OF THE TITLE'S
CONDITION TO PREPARE THIS SURVEY AND THEREFOR CORE
. DESIGN, INC. QUAUFIES THE MAP'S ACCURACY AND
COMPLETENESS TO THAT EXTENT .
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL
IMPROVEMENTS FOUND ON JANUARY 20, 2012. ALL SURVEY
CONTROL INDICATED AS "FOUNDn WAS RECOVERED FOR THIS
PROJECT IN FEBRUARY, 2008, UNLESS OTHERWISE NOTED.
3. PROPERTY AREA = 61,099± SQUARE FEET (1.4026±
ACRES).
4 •. ALL DISTANCES ARE iN FEET.
5 .. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE
-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.
6. SECTION SUBDIVISION CALCULATED FROM COORDINATE
VALUES PUBLISHED BY THE CITY OF RENTON AND
WASHINGTON COUNCIL OF COUNTY SURVEYORS/SURVEY
CONTROL DATABASE FOR THE EAST AND SOUTH QUARTER
SECTION CORNERS OF SECTION
.
CURVE RADIUS DELTA ANGLE ARC LENGTH
Cl 8.00 go·oo'oo" 12.57
C2 10.00 go·oo·oo" 15.71
• ... , .. , .. --.-... --7-C>h.•.ew.' •
L14 N88'06'26"W 16.00 CJ 12.50 40'58'51" 8.94
~w
;;cc,
I~
b
0 :z:
30'
30'
-------
' "' "
REFERENCES
r .J
I
I
I
I
I
_L_
SCALE:
0 20
l · 1
KING COUNTY SHORT PLAT NO. 1079069, RECORDED
UNDER RECORDING NO. 8002040734, KING COUNTY, WA.
1 " -40'
40 80
i !
-N88'03'10"W 55.64 -.:
24.00
~I ·-PRIVATE ACCESS &
8 / PARKING EASEMENT
g,j j / SEE ESMT. NOTE 1,
I SHT. 1 _w/ o
?i I ~-;!
~ I ::! I
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/ '3 . / ~ / 24' EMERGENCY
LOT 1 PRIVATE ACCESS & -
PARKING EASEMENT
SEE ESMT. NOTE 1,
SHT. 1
25' EMERGENCY
ACCESS .EASEMENT
SEE ESMT. NOTE 4,
SHT. 1
--1 · J--~CCESS EASEMENT
l_L1~11~= I ~~I~. E1SMr. NOIE 4, ,.._,, -N88'06'26"W 68.0011
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. PRIVATE ACCESS . PRIVATE ACCESS y ~ t~
EASEMENT EASEMENT & EMERGENCY I::; . ~ ~
SEE ESMT. NOTE 2, ACCESS EASEMENT L N89'15'29"W 52.28 1
SHT. 1 . SEE ESMT. NOTES 2 & 4, -----
LOT 2
DETAIL A
1" == 40'
coiE
~DESIGN
SHI 1
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