HomeMy WebLinkAboutLarge Format, )
RECORDING NO. BOOK/PAGE
SCALE:
1"=30'
PORTION OF
NE 1/4 OF NE 1/4 SECTION 10. TWP. 23 N .• R. 5 E., W.M.
PRIVATE EASEMENT COVENANT
THE NEW PRIVATE EASEMENT FOR SANITARY SEWER AND DRAINAGE' PURPOSES IS
TO BE CREATED UPON SALE OF THE LOTS SHOWN ON THIS SHORT PLAT. THE
OWNERS OF LOTS 1 AND 2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN
THE OWNERSHIP AND RESPONSIBILITY FOR THE MAINTENANCE OF THE PRIVATE
SEWER AND DRAINAGE EASEMENT APPURTENANCES. THESE APPURTENANCES AND
MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
SANITARY SEWER, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR
DETENTION FACILITIES WITHIN THE EASEMENT, PRIVATE SIGNAGE, AND OTHER
INFRASTRUCTURES NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY
PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY,
DECLARATION OF COVENANT
THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR
THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANT
AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN
ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASES OF THE LOTS, OR OF
ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS
SHOWN ON THIS SHORT PLAT.
EXISTING LEGAL DESCRIPTION:
(PER LANDAMERICA TRANSNATION TITLE REPORT NO. 20282889, DATED 'JULY 27,
2007)
APPROVALS:
CITY OF RENTON ADMINISTRATOR
PLANNING/BUILDING/PUBLIC WORKS
EXAMINED AND APPROVED THIS __ DAY OF __ --"~_~~ 20 __
ADMINISTRATOR
GENERAL NOTES
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF _______ ,20 __
KING COUNTY ASSESSOR
DEPUTY ASSESSOR
RECORDER'S CERTIFICATE
f
1.) BASIS OF BEARING: K.C.A.S .. ALL BEARINGS SHOWN HEREON ARE RELATIVE TO A
HELD BEARING OF NORTH 00'02'42" EAST BETWEEN, 2 FOUND MONUMENTSloN THE
EAST LINE OF THE NORTHEAST QUARTER OF SECTION I O. (SEE NOTE II, B1LOW)
2.) FIELD SURVEY METHODOLOGY: FIELD MEASUREME,NTS FOR THIS SURVE,Y WERE
PERFORMED USING A 5-SECOND OR BEDER ELECTRONIC TOTAL STATION IN ,',
CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEET OR EXCEEb STATE
STANDARDS AS SPECIFIED BY WAC-332-130 WITH f~EGARD TO LINEAR ANb~NGULAR
CLOSURES. I I
3.) INSTRUMENT CALIBRATION: MEASURING INSTRUMENTS EMPLOYED IN THIS
SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WIT~ MANUFACTURER'S .1
SPECIFICATIONS AND HAVE BEEN COMPARED WITH AND ADJUSTED TO A NATIONAL
GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE' PRECEDING 12 MONT~S.
4.) THIS MAP GRAPHICALLY REPRESENTS CONDITiONs AND FEATURES EXIST'iNG AT
THE TIME OF THIS SURVEY ONLY, DURING NOVEMBER' Or 2006 AND JANUARY 2008.
i,,'i',., '
5.) THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE CLlE('JTiNAMED
HEREON, ITS' USE DOES NOT EXTEND TO ANY UNNAMED PERSON OR PERSONS
WITHOUT THE EXPRESS RECERTIFICATION BY THIS SU~VEYOR NAMING SUCH PARTY.
I
6.) FOR YOUR INFORMATION: 0.0833 FEET = 1 INtH ON THE GROUND ,
7.) KING COUNTY TAX PARCEL NUMBER: 1023059.')82
8.) ORIGINAL PARCEL AREA 29,407 SqFt. (0.68 ACRES)
THE WEST 112 FEET OF THE EAST HALF OF THE SOUTH 10 ACRES OF THE 9.) BUILDING LOCATION DIMENSIONS SHOWN AREp..S MEASURED AT RIGHT ANGLES
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 FROM THE PROPERTY LINE TO THE BUILDING FACE AT THE POSITIONS INDICATED.
NORTH, RANGE 5 EAST OF THE WILLAMEDE MERIDIAN; 10.) MONUMENT VISITATION: UNLESS OTHERWISE INDICATED, SURVEY MONUMENTS
EXCEPT THE SOUTH 30 FEET THEREOF; OR MARKERS SHOWN HEREON WERE VISITED & OBSERVED DURING APRIL, 2002.
AND EXCEPT THAT PORTION AS DESCRIBED AS FOLLOWS: ,,/ I "",,, ,. '. ~
BEGINNING AT THE NORTHWEST CORNER OF SAID WEST 112 FEET OF THE EAST 11.) BASIS OF SURVEY: THE "BREAKDOWN" OF THESUBJECT,·SECTION :llS BASED ON
HALF OF. THE SOlJIH 10 ACRES OF THE NORTHEAS,TqlJ.A,~TEf3.Q~;:-l:t-IE. NqRTtiEA.ST,;d-:'~"'i..s"" ..... TH.e-T,",REC()RD~O~SURV~.Y ... REGORDE[).:1~l.BOOK ) 21)?f;~'sTjRVEYS, ONPAGE"278,
~~'-.~~ ~.
0:; •. ,"";" ;"?~~~bl~E~~T~tt%N~s1]~,N;~;8~fI'rtn~E';';'i:'fFtE~'~6~f~2 ~87~o/::8~;~~~1'1~~r~&?~~0;~i({1'~~L'~li""';)'~l~~~~~M~~~~INB~¥~~~~N~t~gf~g~I~Gos~5~1[~~~TI~~o$~ f~~R~g~: OF
".~\ ~
THENCE CONTINUING EAST ALONG TI;lENO~TH LlNE:55 FEET rOTHtt.lisT liNt ,OF '" ' '
SAID SUBDIVISION; , . 12.) THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY IS SUBJE6'( TO ,
THENCE SOUTH ALONG SAID EAST LINE 106 FEET; ALTERNATIVE INTERPRETATION, SPECIFICALLY AS TO WHETHER THE SOUTH.W ACRES
THENCE WESTERLY 22 FEET; OF THE NORTHEAST ONE-QUARTER OF NORTHEAST mlE QUARTER :oF·"StCTION 1 0 WAS
.~\"'" i.,
THENCE NORTHWESTERLY 110 FEET MORE OR LESS TO THE POINT OF BEGINNING; INTENDED TO BE ABSOLUTE OR WAS MISTAKENLY BELiEVED BY THE l.tGAC·i>
DESCRIPTION AUTHORS TO BE THE SAME AS THE SOUTH HALF OF THE SOUTH HALF
SITUATE IN KING COUNTY, WASHINGTON. OF THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 10.
•• PLS,lnc.
•• Professional Land Surveyors
317 NW Gilman Boulevard,#29
Issaquah, Washington 98027
(425) 313-9378 (fax) 313-9379
THESE LINES DO NOT COINCIDE. THIS SURVEY EMPLOYED A "LITERAL"
INTERPRETATION OF THE LEGAL DESCRIPTION. AN ALTERNATE INTERPRETATION OF THE ! LEGAL DESCRIPTION WOULD SHIFT THE NORTH PROPERTY LINE A MINOR DISTANCE
. i (LESS THAN 2 TENTHS OF A FOOT) FROM THE LOCATION SHOWN ON THIS SURVEY
1 AND COULD RESULT IN GAPS OR OVERLAPS WITH ADJOINING PROPERTIES DEPENDING
ON THE INTERPRETATION OF THEIR LEGAL DESCRIPTIOr,'S.-
13) LANDAME:RICA TITLE COMPANY TITLE ORDER NO. 20282889, DATED
JUL Y 27, 2007, USED FOR LAND DESCRIPTION AND ENCU~\BRANCES OF RECORD. NO
FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR iPERFORMED.
THE FOLLOWING NOTES PERTAIN TO 'EXCEPTIONS" AS DISCLOSED IN SAID REPORT.
14) THIS SHORT PLAT IS SUBJECT TO CITY OF RENTON. ORDINANCE NO. 4025'~EhRDING
THE ESTABLISHMENT OF A PROPOSES ASSESSMENT DISTRICT FOR SANITARY SEWER
SERVICE IN THE HONEYCREEK INTERCEPTOR SERVICE AREA AND ESTABLISHING THE
AMOUNT OF CHARGE UPON CONNECTION TO THE FACILITIES, AS DISCLOSED BY
INSTRUMENT FILED UNDER RECORDING NO. 8612031455.
15) THIS SHORT PLAT IS SUBJECT TO THE DECLARATION .OF COVENANT REGARDING AN
ON-SITE SEWAGE DISPOSAL SYSTEM AS DISCLOSED BY INSTRUMENT FILED UNDER
RECORDING NO. 9110010735. .
16) THIS SHORT PLAT IS SUBJECT TO THE AGREEMENT AND ITS TERMS AND CONDITIONS
REGARDING WATER CONNECTION SERVICES AS DISCLOSED BY INSTRUMENT FILED UNDER
RECORDING NO. 7112172021.'
'\:,:;(';" !
17.) NO CONTROLLING MONUMENTS WERE SET FOR THIS SURVEY. PROPERTYCClRNERS TO
BE SET BEFORE RECORDING.
f .'
'·1
b~F~~~W,";Y
AUG 19 2009,
R~CE'VED
WARNES SHORT PLAT
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECT SUPERVISION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
APPROPRIATE STATE AND COUNTY STATUTE AND
ORDINANCE IN FEBRUARY. 2008
l <;'~
BEN V. PETERSEN, CERTIFICATE NO. 17676
\
CITY OF RENTON
SHORT PLAT
LUA-07-100-SHPL
LND-20-0497
CERTIFICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING
ALL OF THE OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED, HEREBY
DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE
SHORT SUBDIVISION MADE HEREBY, AND THAT SHORT SUBDIVISION IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
OWNERS.
IN WITNESS WHEREOF WE SET OUT HANDS AND SEALS.
NAME
NAME
STATE OF ________ ~
,SS
COUNTY OF _______ _
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT.
I
!
STATE OF ________ (
) iSS COUNTY OF ________ I
I CERTIFY THAT I KNOW OR HAVE S'ATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
~~ ________ ~OF __ ~~ _________ _
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATED __ ~ __________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
TITLE _____________ __
MY APPOINTMENT EXPIRES _____ _
RECORDER';S CERTIFICATE
FILED FOR RECORD THIS DAY OF
______ .20_1 _ AT ____ M IN BOOK
_____ OF SURiVEYS AT PAGE ___ _
AT THE REQUEST OF _________ _
COUNTY RECORDER 'Y AUDITOR
CALCULATED POSITION
(NOT VISITED)
RECORDING NO. BOOK/PAGE
SCALE:
1"=30'
PORTION OF SE 112TH ST.
~,------~ 2644.82(R4 )
2644.83'(C)(R3)(R2)
NE 1/4 OF NE 1/4 SECTION 10, TWP, 23 N" R, 5 E" W,M,
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CALCULATED POSITION "-
(NOT VISITED)
(C)(R3)
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10' WIDE SEWER &
DRAINAGE
EASEMENT FOR
MUTUAL BENEFIT OF
LOTS 1 & 2
(PRIVATE)
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TPN 1023059111
IYAGER
"UNPLATTED"
N88'16'10"W
57,OO'(C)
1322.42'(C)(R3)
LOT 1
AREA=21,407 SqFt.
(0.49 ACRES)
55'
I
BOUNDARY LINE I
ADJUSTMENT I
L97L0134
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22.00'(C)
N 90'OO'00"W
(Rl )
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LOT2
AREA=8000 SQ. FT.
(0.18 ACRES)
5436 NE 10TH ST.
PROPOSED
PROPERTY
LINE
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20'
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N. LINE: S. 10 AC. NE 1/4 NE 1/4
TPN 10230q9343
BOUNDARY LINE
ADJUSTMENT
L97L0134
N88'16'10"W
110.61'
LOT 2
. TPN1~.~~05r451.
RECORD OF SURVEir', BOOK 212, PG, 010 "!' -, '" ,
LOT 1
TPN 1023059370
FOUND 1/2" BRONZE PLUG 10/
W/PUNCH ON A 3" POST IN
CASE, DOWN 1.3 FEET, APRIL
2002. CITY OF RENTON
CONTROL POINT NO. 1845
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------------~I-~I _____ 9::..1;,,;,;.9;;;,;9;;.:'~C ... _ _:_~~~-~2~0.~0~1'l:(C~~/ -1"9'1-112.00'(e) r -------~~:-;~T~--~T:-------~~ ---.
1324.70'(C)(R2)
•• PLS,lnc.
•• Professional Land Surveyors
317 NW Gilman Boulevard, #29
Issaquah, Washington 98027
(425) 313-9378 (fax) 313,9379
N88'16'10"W
----------023.56'(C)(R3) 1323.43'(Rl-)--
S88'20'02"E 1324.70'(C)(R3)
2649.40'(C)(R2)(R3)(R4) 2649.32'(R6)
i~ (SE 116TH ST.) g ___ -----
k'-__ .29 .72 '(C)_ 549.67'(Rl) ____ ~ ~ SOUTH LINE NE 1/4, NE11/4
E-W CENTERLINE SEC. 10-23-'-5
FOUND 2" BRASS
SURFACE DISK,
APRIL 2002
WARNES SHORT PLAT
FYI -NE 10TH ST IS
·ITHE CITY STREET NAME;
SE 116TH ST IS THE
. COUNTY STREET NAME .
DRAWN BY: DATE:
KAP /JRP AUG, 6, 2009
CHECKED BY: SCALE:
BVP 1"=30'
JOB NO,:
SHEET:
2
6149
OF 2
CITY OF RENTON
CONTROL POINT NO.
1852 MONUMENT NOT
SEARCHED FOR HELD
LOCATION PER ROS (R4)
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CITY OF iRENTON
SHORT PLAT
LUA-07-100-SHPL
LEGEND
+
(C)
(Rl )
LND-20-0497
FOUND 1/2" PIN IN CONCRETE IN CASE AT SECTION CORNER
(VISITED APRIL, 2002)
FOUND 2" BRASS SURFACE DISK AT QUARTER CORNER
(VISITED APRIL, 2002)
CENTER OF SECTION
FOUND COPPER PIN IN CONCRETE IN CASE
(VISITED APRIL, 2002)
MEASURED OR CALCULATED BY PLS, INC.
SET 5/8 REBAR WITH CAP "BVP 17676"
FOUND PK NAIL W/PLASTIC WASHER "BVP 17676"
FOUND 5/8"REBAR WITH CAP "BVP 17676",
UNLESS NOTED OTHERWISE.
REFERENCES AS NOTED
REFERENCES:
(Rl) CITY OF RENTON BLA L97L0134, JAMES COAN SR., RECORDING NO. 9804131877
\ l' ,'<.. ,
(R2) RECORD OF SURVEY, BUSH ROE[),&~ITCI-jING~, f\JOLY 121 OF :SURVEYS, PG.278 ,~<:."-':'~'··:~.S:>;:\j "fL.::;:,~,-,~:~~,<,t,<t,;:",:-:, '.'. __ :"', ::,', .j :
\(R3) RECORD OF SURVEY, PLS, INC;, 'VOL.,!l ~5 OFS~RVEYS,PG. 205
(R4) RECORD OF SURVEY, CORE DESIGN, VO~ .. 1.97 OF SURVEYS, PG. 066 I
(R5) RECORD OF SURVEY, GEODIMENSIONS, VOL. 219 OF SURVEYS, PG. 144
(R6) RECORD OF SURVEY, HARSEN & ASS9C(, VOL. 230 OF SURVEYS, PG. 231
(PI) PLAT OF BROOKFIELD II, CORE DESIGN, VOL. 224 OF PLATS, PGS. 80-83
(P2) PLAT OF WEDGEWOOD LANE, CORE DESIGN, VOL. 241 OF PLATS, PGS. 29-39
b~l~~~i~
AUG 19 2009
RECEIVED
i
o 15 30 60
.,_,_.,~,",'l""_ .. ,, __ ~'d:;.;\"'-',,,_";~·"""',,·.,,·_",~""X"",,'.', '~~:lit~?"'-'.'~----------------------~
;co_-'."_'"._, ... ,,, • 'e,
RECORDING NO.
SCALE:
1"=30'
PORTION OF
PRIVATE EASEMENT COVENANT ""
THE NEW PRIVATE EASEMENT FOR SANITARY SEWER AND DRAINAGE PURPOSES IS
TO BE CREATED UPON SALE OF THE LOTS SHOWN ON THIS SHORT PLAT. THE .
OWNERS OF LOTS 1 AND 2 SHALL HAVE AN. EQUAL AND UNDIVIDED INTEREST IN .
THE OWNERSHIP AND RESPONSIBILITY FOR THE MAINTENANCE OF THE PRIVATE
SEwER AND DRAINAGE EASEMENT. APPURTENANCES. TI--iESE APPURTENANCES AND
MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
SANITARY SEWER, DRAINAGE PIPES,AND STORM WATER QUALITY AND/OR.
DETENTION FACILITIES WITHIN THE EASEMENT; PRIVA TE SIGN AGE, AND OTHER
INFRASTRUCTURES NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY
PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY,
THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR
THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON,. GOVENANT
AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN
ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASES OF THE LOTS, OR OF
ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS
SHOWN ON THIS SHORT PLAT.
EXISTING LEGAL DESCRIPTION:
(PER LANDAMERICA TRANSNATION TITLE REPORT NO.
CITY OF RENTON ADMINISTRATOR
'I~E~A~I~'NICWIi~'6~'_.~~j~6WIE~S"I"i4~6~/PUBUC WORKS
, . I a. rtf N' ~
EXAMINED AND APPROVED THIS---!.-JLDAY OF OVE.~ 6 &&20 0 =l-
AD"'N'~TQ.~ ?J/~~
I
1.) . BASIS Of BEARING: K.C.A.S .. ALL BEARINGS SHOWN HEREON ARE RELATIVE TO A
.' HELD BEARING OF NORTH 00'02'42" EAST BE;TWEEN 2 FOUND MONUMENTS ON [fHE
EAST LINE OF THE NORTHEAST QUARTER OF SECTION 10, (SEE NOTE II, BELOW)
. ." . . I '
2.) . FIELD, SURVEY METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE
PERFORMED.USING A 5-SECOND. OR BETTER ELECTRONIC TOTAL STATION IN I,
CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEET OR EXCEED SiATE
STANDARDS AS SPECIFIED. BY. WAC-332-130 WITH REGARD 10 LINEAR AND ANGLjlAR
CLOSURES.
3.) INSTRUMENT CALIBRATION : MEASURING INSTRUMENTS iOMPLOYED IN THIS
SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS AND HAVE BEEN COMPARED WITH AND ADJUSTED TO A NATIONAL
GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PRECEDING 12 MONTHS,
. 4.) THIS' MAP. GRAPHICALLY REPRESENTS CONDITIONS AND IfEATURES EXISTING AT '
. THE TIME OF THIS SURVEY ONLY,. DURING NOVEMBER OF 2006 AND JANUARY. 2008:
5.) • THIS SURVty WAS PREPARED FOR TH.E EXCLUSIVE USE OF THE CLIENT NAMED
HEREON. ITS' USE DOES NOT EXTEND TO ANY UNNAMED PEf<SON OR PERSONS .
WITHOUT THE EXPRESS RECERTIFICATION BY THIS SURVEYOR NAMING SUCH PARTY.
1023059382
ORIGINAL PARCEL AREA 29.401 SqFt. (0.68 ACRES)
THE WEST 112 FEET OF THE EAST HALF OF. THE SOUTH 10 ACRES OF THE ' ' ,..< ' ..... .
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10. TOWNSHIP 23 9,) BUILDING LOCATION .DIMENSIONS SHOWN ARE AS MEAS\)RED"'A'f'WtGI~TANti~ES;
NORTH, RANGE 5 EAST OF THE WILLAMETTE M~R~Di~~t,_-;: ,~ ,,(.,~~\9~,.~IH,~\;Po,~R~:W}\.~lr~:TgJHE BUILDING,,{~S'~i~~POSITIONS INDICATED. ~~%E~lcTE~~~~~iHpg~TI~ENgAJ~fi~~g~i~ED.·AS FOLLO~:" ....f~~V,\rvr.:,;i!:;:'Ji~*;·'!-·.:~·6~:)~~~~~~EE~:H~;~TA~~:~ONU~iii\I~JTi~R~S~~~~~~~1EDDu~\fci~p~g~g~a~!S
INED AND APPROVED THIS jJt\\"DAY OF MI) V elM bel ,20 d q .
BEGINNING AT THE NORTHWEST CORNER OF SAID WEST.~ 12 FEET OF THEiip\STI1I1LF •... . ',' . .., . ". ' .. '1
OF THE SOUTH 10 ACRES OF THE NORTHEAST QUARTER OF THE. NORTHEASnQUARTER '.11.). 'BASIS OF S!,JRYEX: THE "BREAKDOWN" OF THE SUBJECT SEciIONISBA~Eb ON .
OF SAID SECTION;'tl :;. ;1r THAT RECORD OF SURVEY RECORDED IN BOOK 121 OF SURVEYS, ON PAGE 278,
THENCE EAST ALONG THE NORTH LINE 57 FEET TO THE POINT BEGINNING; RECORDS Of KING . COUNTY FOLLOWING VERIFICATION. BY PLS. INC. OF
SAID SUBDIVISION; . i ,
THENCE SOUTH ALONG SAID EAST LINE 106 FEET;' 12.) THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY IS SUBJECT TO
THENCE CONTIN. UING . EA. S.T ALONG THE NORTH LINE 55." ... FEET. EAST LINE OF MEASUREMENTS BETWEEN SELECTED MONUMENTS SHOWN THEREON.
THENCE WESTERLY 22 FEET; '; . ALTERNATIVE INTERPRETATION, SPECIFICALLY AS TO WHETHER THE SOUTH 10 ACRES
THENCE NORTHWESTERLY 110 FEET MORE OR LESS TO".iTHE OF BEGINNING; OF THE NORTHEAST ONE-QUARTER OF NORTHEAST ONE QUARTER OF SECTION 1 0 WAS
1 INTENDED TO BE ABSOLUTE OR WAS MISTAKENLY BELIEVED BY THE LEGAL
SITUATE IN KING COUNTY, WASHINGTON, .' ., ....... ;' ... :1 DESCRIPTiON AUTHORS TO BE THE SAME AS THE SOUTH HALF OF THE SOUTH H~LF
. O.F. THE NORTH. EA ... ST. O. NE-Q.UARTER OF THE NORTHEAST ONE-QUA.RT.ER OF SECTlqNl0.
THESE LINES DO NOT COINCIDE. THIS SURVEY EMPLOYED A "LITERAL" ,1·
.' . INTERPRETATION OF THE LEGAL DESCRIPTION..:..AN ALTERNATE INTERPRETATION OF THE
.•. ~ .' • LEGAL DESCRIPTION WOULD SHIFT THE NORTH PROPERTY LINE A MINOR DISTANCE:
~ . (LESS THAN 2 TENTHS OFA FOOT) FROM THE LOCATION SHOWN ON THIS SURV~Y ~ . AND COULD RESULT IN GAPS OR OVERLAPS WITH ADJOINING PROPERTIES DEPENDING " ;OJ ON THE INTERPRETATION OF· THEIR LEGAL DESCRIPTIONS.
317 NW Gilman Boulevard, #29
Issaquah, Washington 98027
(425) 313-9378 (fax) 313-9379
BV!='
13) LANDAMERICA TITLE COMPANY TITLE ORDER NO. 20282889. DATED
JULY 27, 2007. USED FOR LAND DESCRIPllON AND ENCUMBRANCES OF RECORD; NO
FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED.
THE FOLLOWING NOTES PERTAiN TO "EXCEPTIONS" AS DISCLOSED IN SAID REPORT.
14) THIS SHORT PLAT IS .SUBJECT TO CITY OF RENTON ORDINANCE NO. 4025 REGARDING
THE ESTABLISHMENT OF A PROPOSES ASSESSMENT DISTRICT FOR SANITARY SEWER
SERVICE IN THE HONEYCREEK INTERCEPTOR SERVICE AREA AND ESTABLISHING THE
AMOUNT OF CHARGE UPON CONNECTION TO THE. FACILIllES. AS DISCLOSED BY
INSTRUMENT FILED UNDER RECORDING NO. 8612031455.
15) THIS SHORT PLAT IS SUBJECT TO THE DECLARATION OF COVENANT REGARDING AN .
ON-SITE SEWAGE DISPOSAL SYSTEM AS DISCLOSED BY INSTRUMENT FILED UNDER
RECORDING NO. 9110010735. .
I
16) THIS SHORT PLAT .IS SUBJECT TO THE AGREEMENT AND ITS TERMS AND CONDITIONS
REGARDING WATER CONNECllON SERVICES AS DISCLOSED BY INSTRUMENT FILED UNDERi
RECORDING NO. 7112172021.
,:", -.,: •...
17.) NO CONTROLLiNG,MONUMENTS WERE SET FOR.THIS SURVEY. PROPERTY CORNERS'r0
BE SET BEFORE RECORDING.
LAND SURVEYOR'SCERTIFIOA TE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECT SUPERVISION IN
GONFORMANCE WITH THE REQUIREMENTS OF THE I .• ' . . "
~PPROPRIATE STATE AND COUNTY STATUTE AND
ORDINANCE IN FEBRUARY ,2008 .
I ~~L~_' "="~'-'-1-'--76-7-6 2009
1 OF 2 1"=30'
CITY OF RENTON
SHORT PLAT
LUA-07-100-SHPL
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE •. THE UNDERSIGNED BEING
ALL OF THE OWNERS OF THE LAND . HEREBY SHORT SUBDIVIDED, HEREBY
DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE
SHORT SUBDIVISION MADE HEREBY, AND THAT SHORT SUBDIVISION IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
OWNERS.
IN WITNESS WHEREOF WE SET OUT HANDS AND,SEALS;
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
,51" •. e,. \\ e Q ". W .0..1{", rJ~ S>
~rGNEi:F:'f:liSoDEDlcAtION·;!AND~AbKHQI)£EQG.~ti"It:~TQ~!?s,*(l:Ii9/8~~) .••. EREE::~:;;:,{
AND VOLUNTARY ACT FOR THE USES AND PURPOSES'MENTIONED IN ~THE'/~:
INSTRUMENT. '
_______________ ~ SS
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED .THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
__ ~ ____ ~ ______ ~ _____ bF
TO BE THE FREE AND VOLUNTARY A-C-T-'-'O-F-S-U-C-H~P-A-R-'-TY~F-O-R-TH-E-U~S-E-S-'--AND
PURPOSES MENTIONED IN THE INSTRUMENT.
CONFORMED COPY
DATED ~_~ _____ ~ ___ ~_
SIGNATURE' OF
NOTARY PUBLIC
PRINTED. NAME OF
NOTARY PUBLIC
TITLE --'--,-'---,-_____ -'-_______ _
MY APPOINTMENT EXPIRES ______ _
I
20091124900002
CITY OF RENTON SPM 134,00
PAGE-001 OF 002
11/24/2009 14:37
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CALCl)LATED POSITION
(NOT VISITED) SE 112TH ST~
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MUTUAL BE~EFIT OF,
LOTS 1 & ~.
(PRivATE) \
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•• PLS, Inc.
•• Professional Land SllrV9vors·
317 NW Gilman Boulevard, #29
Issaqllah, Washington 98027
(425) 313-9378 (fax) 313-9379
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TPN 1023059111
YAGER
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2644.82(R4)
2644.83'(C){R3)(R2)
1322A2'(C)(R3)
55' I
BOUNDARY LINE I
ADJUSTMENT I
L97L0134
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5436 NE 10TH ST.
f...-l'-' N 't t<i in p Ol -:.r 0 ~
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·w,-;."
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TPN 1023059343
BOUNDARY LINE
ADJUSTMENT
L97L0134
LOT 2
TPN 1023059451,
RECORD OF SURVEY, BOOK 212, PG. 010
LOT 1
TPN 1023059370
FOUND 1 /2" BRONZE PLUG 1 0 l
W/PUNCH ON' A 3" POST IN
CASE, DOWN. 1.3 FEET, APRIL
2002. CITY OF RENTON
CONTROL POINT .NO. 1845
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!~ (SE 116TH ST.) g ___ ~ --
l.-__ 2 9 .72'(C) __ ~67'(Rl) _____ ~
1324.70'(C)(R3)
2649.40'(C)(R2)(R3)(R4) 2649.32'(R6)
DRAWN BY;
KAp/JRP
CHECKED BY:
OCT 26, 2009
1"=30'
~ SOUTH LINE NE 1/4, NE1/~
-+-----E-W CENTERLINE 10-23-5
6149
SHEET:
2 OF 2
I
FYI l NE 10TH ST is
THE I CITY STREET NAME;
SE ) 16TH. ST IS THE
COUNTY STREET NAME .
CITY OF RENTON
CONTROL POINT NO.
1852 MONUMENT NOT
SEARCHED FOR HELD
L~CATION PER ROS (R4) .
CITY 'OF RENTON
SHORT PLAT
LUA-07-100--SHPL
LEGEND
+
~
@
~
(C)
•
(R1)
-;.:
.~-
FOUND 1/2" PIN IN CONCRETE IN CASE AT SEcnON CORNER
(VISITED APRIL, 2002)
FOUND 2" BRASS SURFACE DISK AT QUARTER CORNER
(VISITED APRIL, 2002) .
CENTER OF SECTION
FOUND COPPER PIN IN CONCRETE IN CASE
(VISITED APRIL, 2002)
MEASURED .OR CALCULATED BY PLS, INC.
. SET 5/8 REBAR WITH CAP "BY? 17676"
FOUND PK NAIL W/PLAsnc WASHER. "BVP 17676"
FOUND 5/8"REBAR Wlm CAP "BVP 17676",
UNLESS NOTED OTHERWISE.
REFERENCES AS NOTED
, .... -
REFERENCES:
(R1) CITY OF RENTON BlA L97L0134, JAMES eoAN, SR., RECORDING NO. 9804131877
(1'<2) RECORD OF SURVEY, ElUSH ROED &: HITCHINGp, VOL. 121 OF SURVEYS, PG. 278
(R3) RECORD OF SURVEY, PLS, INC., VOL 175 OF SURVEYS, PG. 205
(R4) RECORD OF SURVEY,CORE DESIGN, VOL. 197 OF SURVEYS, PG. 066
(RS) RECORD OF SURVEY, GEODIMENSIONS, VOL. 219 OF SURVEYS, PC. 144
(R6) RECORD OF SURVEY, HARSEN &: ASSOC., VOL. 230 OF SURVEYS, PG. 2~1
(Pl) PLAT OF BROOKFIELD II, CORE DESIGN, VOL.,224 OF PLATS, PGS. 80-8~
(P2) PLAT OFWEDGEWOOD LANE, CORE DESIGN, VOL. 241 OF PLATS, PGS. 29-39
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NE 10TH 8t PROFILE
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VICINITY MAP
SITE ADDRESS:
TAX PARCEL Acount No.:
5502 NE 110TH ST
1023059362
R/W
C/l
r-----------30'-----------~
SOD
CONC
1.5' 1---5.5' --1---------23'± --------1
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-·""'\U.'··"~'-'~_3' AC CONC C~ EX ASPH
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GUTTER '----COMPACTED SUBGRADE
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NTS
NE 10TH St SECTION
0...1
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LOT 1
TPj\1 1023059370
2+15.29 L26.81'
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"WHITE STRIPE
10:1 TAPER
NTS
-------------SURVEYNOTES----~i-------
LEGAL DESCRIPTION SURVEY NOTES~
~
THE WEST 112 FEET OF THE EAST 1/2 OF THE SOUTH TEN HORIZONTAL DATUM: T8~ OVERALL HORIZONTAL
. ,_" '.,_, __ ,_,.,_-,~_ ,_~ '~'"l' __ k.'" ,~" .' ~9R ~8,.Q[,JH E~ O,RJti E Asl) /,4, OF TH E . N ORTH~§J""1i,i~1Jk~~i~~~~.P.~J:~,M"mB",,It:!!,§,.iP,F.Q,{E. P"I~, N AD 83( 91. ),
FC'" ',. ,," --THE""SOUTH 30 "FEET; . " -'." ,," . -" '. 'WASHINGTOW'COORDIN":TE:'SYSTEM, NORTH.ZOt':!E,·' i :.,,':::;:"'''!',:
BASED ON CITY OF RENTON ,.SUaVE·Y"GONTROl"""·
NETWORK MONUMENTS AND BENCHMARKS MAP At,-JD
NOTES
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION:
THENCE EAST ALONG NORTH LINE 57 FEET TO THE POINT OF
BEGINNING, THENCE CONTINUING EAST ALONG SAID LINE 55 FEET
TO EAST LINE OF SAID SUBDIVISION, THENCE SOUTH ALONG SAID
EAST LINE 106 FEET, THENCE WESTERLY 22 FEET, THENCE.' i
NORTHWESTERLY 110 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
ALSO BEING KNOWN AS LOT "c" OF KING COUNTY LOT LINE
ADJUSTMENT NO, S90M0425 APPROVED JANUARY 10, 1991.
CUT EXST SSS AT THE RIGHT-OF-WAY LINE ANQ CONNECT NEW HOUSE.
ABANDON OR REMOVE EXST SSS WITHIN PROPOERT'(
EARTHWORK QUANTITIES:
CUT = 137 C.Y.
FILL = 34 C. Y.
NOTE:
QUANTITIES ARE APPROXIMATE. CONTRACTOR TO PERFORM
WORK AS REQUIRED TO BRING SITE TO FINISHED GRADES AS
SHOWN.
DATA SHEETS. I
VERTICAL DATUM: THE VERTICAL DATUM FOR THIS
SURVEY ,IS NAVD 88 BASED ON CITY OF RENTON
SURVEY,CONTROL NETWORK MONUMENTS AND
BENCHMARKS MAP AND !DATA SHEETS.
,I
\
------CONTACTS-----
OWNER:
SUELLEN WARNES
5502 NE 10TH ST
RENTON, WA .··.·98059
PHONE: 425~226-7515
APPLICANT:
SUELLEN WARNES
5502 NE 10TH ST
RENTON, WA 98059
PHONE: 425-226-7515
p
1 SURVEYOR:
PLS, INC.
317 NW GILMAN BLVD. #29
ISSAQUAH, WA. 98027
PHONE (425) 313-9378
Ii. CIVIL ENGINEER:
i.
i
SITE DEVELOPMENT SERVICES
DA VE DOUGHERTY
310 208THST SE
BOTHELL, WA 98012
425-481-9687
MINARY
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SURVEY NOTES:
1.) PURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY WAS TO DEVELOP A 2-FOOT
CONTOUR INTERVAL TOPOGRAPHIC MAP OF THE SUBJECT PROPERTY FOR USE AS A PLANNING
AND DESIGN BASE BY OTHERS.
2.) HORIZONTAL DATUM: THE OVERALL HORIZONTAL DATUM FOR THIS PROJECT IS NAD B3(91),
WASHINGTON COORDINATE SYSTEM, NORTH ZONE, BASED ON CITY OF RENTON SURVEY CONTROL
NETWORK MONUMENTS AND BENCHMARKS MAP AND DATA SHEETS.
3.) VERTICAL DATUM: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 BASED ON CITY OF
RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS MAP AND DATA SHEETS.
4.) FIELD SURVEY METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED
USING A 5 SECOND OR BETTER ELECTRONIC TOTAL STATION IN CONFORMANCE WITH ACCEPTED
SURVEY PROCEDURES WHICH MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY
WAC-332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES.
5.) IflSTRUMENT CALIBRATION: ALL MEASURING INSTRUMENTS EMPLOYED IN THIS SURVEY HAVE
BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND HAVE BEEN
COMPARED WITH AND ADJUSTED TO A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN
THE PRECEDING 12 MONTHS.
6.) THIS MAP GRAPHICALLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF
THIS SURVEY ONLY, WHICH WAS PERFORMED DURING NOVEMBER OF 2006.
7.) THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEREON. ITS'
USE DOES NOT EXTEND TO ANY UNNAMED PERSON OR PERSONS WITHOUT THE EXPRESS
RECERTIFICATION BY THIS SURVEYOR NAMING SUCH PARTY.
8.) . FQR<yotiR 'INFO'RMATiB,r;'oo:os33 'FEET .; 1 INCH ON -TH],: GROUND
9.) KING COUNTY TAX PARCEL NUMBER: 1023059382
10') PARCEL AREA: 29,434 SqFt., 0.68 ACRES
. . \,},~ ....
11.) UTILITY INVERT ELEVATIONS AND PIPE / FLOW LINE DIAMETERS SHOWN HEREON ARE
BASED ON OBSERVATIONS FROM THE TOP OF THE UTILITY COVER AND ARE
APPROXIMATE ONLY. FOR SAFETY REASONS NO PHYSICAL ENTRY INTO THE UTILITY
STRUC-rURE WAS PERFORMED DURING THE COURSE OF THIS SURVEY.
12.) TI·IE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM TlHE FIELD SURVEYED
LOCATION OF VISIBLE SURFACE UTILITY STRUCTURES SUCH AS MANHOLE LIDS, CATCH BASIN
GRATE;), ETC. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPfdSE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, NOR THAT
THEY ARE IN THE EXACT LOCATION SHOWN.
13.) THE BOUNDARY SHOWN HEREON IS BASED ON A COMBINATION OF FOUND CORNERS AND
RECORD DIMENSIONS AND IS APPROXIMATE ONLY. AN OFFICIAL BOUNDARY SURVEY IS PENDING.
LEGAL DESCRIPTION
THE WEST 112 FEET OF THE EAST 1/2 OF THE SOUTH TEN ACRES OF THE NORTHEAST 1/4 OF
THE NORTHEAST 1/4 LESS THE SOUTH 30 FEET;
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION:
THENCE EAST ALONG NORTH LINE 57 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING
EAST ALONG SAID LINE 55 FEET TO EAST LINE OF SAID SUBDIVISION, THENCE SOUTH ALONG SA'D
EAST LINE 106 FEET, THENCE WESTERLY 22 FEET, THENCE NORTHWESTERLY 110 FEET MORE OR
LESS TO THE POINT OF BEGINNING.
ALSO BEING KNOWN AS LOT "c" OF KING COUNTY LOT LINE ADJUSTMENT NO. S90M0425
APPROVED JANUARY 10, 1991.
LEGlcND:
* TREE (CONIFEROUS) WITH TRUNK DIAMETER NDTED o TREE (DECIDUOUS) WITH TRUNK DIAMTER NOTED
o FOUND CORNER (BVP #17676)
G FOUND 4"X4" CONCRETE MONUMENT WITH BRASS CAP AND PUNCH MARK
FF FINISH FLOOR
CONCRETE
SSMH SANITARY SEWER MANHOLE
IE INVERT ELEVATION
TBM
I
TEMPORARY BENCHMARK
-0-PK NAIL
I
DEVELOPMHff Pu\NNING crrv OF RENTON
SEP 1 1 2007
RECEIVED
o 10 20
SCALE: 1 "~20'
CONTOUR INTERVAL: 2 FOOT
40
TPN 1023059365
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TOPOGRAPHIC SURVEY
NE 1/4 NE 1/4 SEC. 10
TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
KING COUNTY, WASHINGTON
TPN 1023059343
LOT 1
TPN 1023059370
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DATE:
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JOB NO:
6149
DRAWING NAME:
6149 TOPO.DWG
SHEET 1 OF 1
RECORDING NO. BOOK/PAGE
SCALE:
1"=30'
CITY OF RENTON
SHORT PLAT CALCULATED POSITION
(NOT VISITED) PORTION OF
NE 1/4 OF NE 1/4 SECTION 10, TWP. 23 N., R. 5 E., W.M.
V' I
3 ~, S88'16'10"E ----2644.83'(C)(175/205)(121 /276)
1322.42'(C)(175/205)
LEGEND + FOUND 1/2" PIN IN C""CRETE IN CASE AT SECTION CORNER (~SITED APRIL, 2002)
~ FOUND 2" BRASS SURFACE DISK AT QUARTER CORNER (VISITED APRIL, 2002)
@ CENTER OF SECTION
~ FOUND COPPER PIN IN CONCRETE IN CASE (VISITED APRIL, 2002)
(C) MEASURED OR CALCULATED BY PLS, INC.
175/205 RECORD OF SURVEY (BOOK/PAGE)
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25'
EXISTING HOUSE
5502 NE 10TH
5'
B0.45'(C)
LOT 2
AREA=8000 SQ.FT.
(0.18 ACRES)
PROPOSED
PROPERTY
LINE
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1/2" PIN IN CONCRETE IN CASE
WCCS POINT NO. 2802
N. LINE S. 10 AC. NE 1/4 NE 1/4
TPN 1023059343
RECORD OF SURVEY, BOOK 212, PG. 010
LOT 2
TPN 1023059451
LOT 1
TPN 1023059370
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S88'16'10"E -----_________ 1_323_.5_6_' (C_)_( 1_75/205) _"""i _
'-'----- --------;J) 132~~hf-;., ~ (C)(175/205)
0' 'Il) ~ ,.....
1"):::'
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----
1324.70'
1324. 70'(C)( 175/205)
S.E. 120TH ST.
DEVELOPMENT PLANNING
Clrt OF RHrrON
5£P 11 2007
RECEIVED
REVISED AUGUST 28, 2007
--4iO.18'(C)(175/20=5)--'----- -
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•• PLS, Inc.
•• Professional Land Surveyors
317 NW Gilman Boulevard, #29
Issaquah, Washington 98027
,(425) 313-9378 (fax) 313-9379
---------10 11
WARNES SHORT PLAT
DRAWN BY: DATE: JOB NO.:
KAP FEB. 6, 2007 6149
CHECKED BY: SCALE: SHEET:
BVP 1"=30' 2 OF 2
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CITY OF RENTON
SHORT PLAT
CERTIFICA TION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING
ALL OF THE OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED, HEREBY
DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE
SHORT SUBDIVISION MADE HEREBY, AND THAT SHORT SUBDIVISION IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
OWNERS.
IN WITNESS WHEREOF WE SET OUT HANDS AND SEALS.
NAME
NAME
STATE OF ________ ~
SS
COUNTY OF _______ _
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT.
DATED ______________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
TITLE _____________ _
MY APPOINTMENT EXPIRES ______ _
STATE OF ~
COUNTY OF ________ ) SS
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
_____________ OF _____________ _
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ____________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC _________ _
TITLE _____________ _
MY APPOINTMENT EXPIRES _______ _
RECORD S CERTlFICA TE
FILED FOR RECORD THIS DAY OF
______ ,20 __ AT M IN BOOK
_____ OF SURVEYS AT PAGE ___ _
AT THE REQUEST OF ________________ _
COUNTY RECORDER AUDITOR
APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. BOOK/PAGE
CITY OF RENTON ADMINISTRATOR
PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS ___ DAY OF _____ ,20_
KING COUNTY ASSESSOR
EXAMINED AND APPROVED THIS __ DAY OF _______ ~ 20
DEPUTY ASSESSOR
ADMINISTRA TOR
RECORDER'S CERTI FICA TE
EXISTING LEGAL DESCRIPTION:
(PER LANDAMERICA TRANSNATION TITTLE REPORT NO. 20282888, DATED JULY 27, 2007)
THE WEST 112 FEET OF THE EAST HALF OF THE SOUTH 10 ACRES OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST
OF THE WILLAMETTE MERIDIAN;
EXCEPT;
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;
THENCE EAST ALONG THE NORTH LINE 57 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG THE NORTH LINE 55 FEET TO THE EAST LINE OF SAID
SUBDIVISION;
THENCE SOUTH ALONG SAID EAST LINE 106 FEET;
THENCE WESTERLY 22 FEET;
THENCE NORTHWESTERLY 110 FEET MORE OR LESS TO THE POINT OF BEGINNING;
SITUATE IN KING COUNTY, WASHINGTON.
LAND SURVEYOR'S CERTlFICA TE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECT SUPERVISION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
APPROPRIATE STATE AND COUNTY STATUTE AND
ORDINANCE IN , 2006
BEN V. PETERSEN, CERTIFICATE NO. 1
SCALE:
1"=30'
PORTION OF
NE 1/4 OF NE 1/4 SECTION 10, TWP. 23 N., R. 5 E., W.M.
SURVEY NOTES:
1.) BASIS OF BEARING: K.C.A.S .. ALL BEARINGS SHOWN HEREON ARE RELATIVE TO A
HELD BEARING OF NORTH 00'02'42" EAST EJETWEEN 2 FOUND MONUMENTS ON THE
EAST LINE OF THE NORTHEAST QUARTER 01-SECTION 10.
2.) FIELD SURVEY METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE
PERFORMED USING A 5-SECOND OR BETTER ELECTRONIC TOTAL STATION IN
CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEET OR EXCEED STATE
STANDARDS AS SPECIFIED BY WAC-332-130 WITH REGARD TO LINEAR AND ANGULAR
CLOSURES.
3.) INSTRUMENT CALIBRATION: ALL MEASURING INSTRUMENTS EMPLOYED IN THIS
SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS AND HAVE BEEN COMPARED WITH AND ADJUSTED TO A NATIONAL
GEODETIC SURVEY CALIBRATED BASELINE WIll-liN THE PRECEDING 12 MONTHS.
4.) THIS MAP GRAPHICALLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT
THE TIME OF THIS SURVEY ONLY, DURING NOVEMBER OF 2006.
5.) THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED
HEREON. ITS' USE DOES NOT EXTEND TO ANY UNNAMED PERSON OR PERSONS
WITHOUT THE EXPRESS RECERTIFICATION BY THIS SURVEYOR NAMING SUCH PARTY.
6.) FOR YOUR INFORMATION: 0.0833 FEET = 1 INCH ON THE GROUND
7.) KING COUNTY TAX PARCEL NUMBER: 1023059382
8.) PARCEL AREA: 29,434 SqFt. (0.68 ACRES)
9.) THE BOUNDARY SHOWN HEREON WAS CONDUCTED WITHOUT BENEFIT OF A TITLE
REPORT WHICH MAY REVEAL EASEMENTS AND OTHER RESTRICTIONS OF RECORD
PEIUltiENT TO THE SUBJECT PARCEl. ACCORDINGLY, NONE ARE SHOWN HEREON, . .
~BUILDINGLOCATION DIMENSIONS SHOWN ARE AS MEASURED AT RIGHT ANGLES
FROM THE PROPERTY LINE TO THE BUILDING FACE AT THE POSITIONS INDICATED.
11.) MONUMENT VISITATION: UNLESS OTHERWISE INDICATED, SURVEY MONUMENTS
OR MARKERS SHOWN HEREON WERE VISITED & OBSERVED DURING APRIL, 2002.
12.) BASIS OF SURVEY: THE "BREAKDOWN" OF THE SUBJECT SECTION IS BASED ON
THAT RECORD OF SURVEY RECORDED IN BOOK 121 OF SURVEYS, ON PAGE 278,
RECORDS OF KING COUNTY FOLLOWING VERIFICATION, BY PLS, INC. OF
MEASUREMENTS BETWEEN SELECTED MONUMENTS SHOWN THEREON.
13.) THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY IS SUBJECT TO
ALTERNATIVE INTERPRETA TlON, SPECIFICALLY AS TO WHETHER THE SOUTH 10 ACRES
OF THE NORTHEAST ONE-QUARTER OF NORTHEAST ONE QUARTER OF SECTION 10 WAS
INTENDED TO BE ABSOLUTE OR WAS MISTAKENLY BELIEVED BY THE LEGAL
DESCRIPTION AUTHORS TO BE THE SAME AS THE SOUTH HALF OF THE SOUTH HALF
OF THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION
10. THESE LINES DO NOT COINCIDE. THIS SURVEY EMPLOYED A "LITERAL"
INTERPRETATION OF THE LEGAL DESCRIPTION. AN ALTERNATE INTERPRETATION OF THE
LEGAL DESCRIPTION WOULD SHIFT THE NORTH PROPERTY LINE A MINOR DISTANCE
(LESS tHAN 2 TENTHS OF A FOOT) FROM THE LOCATION SHOWN ON THIS SURVEY
AND COIULD RESULT IN GAPS OR OVERLAPS WITH ADJOINING PROPERTIES DEPENDING
ON THE INTERPRETATION OF THEIR LEGAL DESCRIPTIONS.
REVISED AUGUST 28, 2007
•• flLS, Inc. WARNES SHORT PLAT
•• Professional Land Surveyors
317 NWGilman Boulevard, #29
Issaquah, Washington 98027
(425) 313-9378 (fax) 313-9379
DRAWN BY:
KAP
CHECKED BY:
BVP
DATE: JOB NO.:
FEB. 6, 2007 6149
SCALE: SHEET:
1"=30' 1 OF 2