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PRELIMINARY SHORT PLAT
BLUEBERRY MEADOWS
NEIGHBORHOOD DETAIL MAP
SEC. 5, TWP 23N. RGE. 5E W.M.
0020
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DEVELOPMENT PLA NNI NG
CITY OF RENTON
DEC O 5 2006
RECEIVED
INDEX LOCATION:
SEC 5 T23N.R 5E. W.M.
SHEET 1 OF 1
._J
SH. PL. _______ _ PRELIMINARY SHORT PLAT
BLUEBERRY MEADOWS
SEC. 5, TWP 23N. RGE. 5E W.M.
LEGEND:
-0-• FOUND CONCRETE MONUMENT & CASE
® • SET REBAR & CAP LS jJJ487
0 • FOUND REBAR & CAP AS SHOWN
'lli -unuTY POL£
CURVE TABLE
~ • WATER VALVE:
-SD-• STORM DRAIN UN£
-S -• SANITARY SE~R UN£
CURVE
C1
C2
LINE
LENGTH RADIUS DELTA
56.56 42.00 77"09'35"
215.78 48.00 257'JJ'48"
LIN£ TABLE
LENGTH BEARING
FND CASED CONC.
MON. W/BRASS
DISK AND "X"
(VISITED 10/06)
EX CB
RIM-261.40
24" IE(E)-251.40
24" IE(W)-251.401 q:i
I fx
I
-OHP-• OVE:R HEAD PO~R LINE I JO' L1 111.09 soo·29•24·w
L2 21.98 S00'29'24"W
VICINITY MAP
N. T.S.
LOT 8 LOT? LOT 6
3:I ____ _
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0)
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IQ
179.79 L2
LOT 4
}I.I ~~---~---~~b-~~ 500'29'2.f"W \179.6t __ r~
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..____ --
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® = SANITARY SE~R MANHOLE
0 • CATCH BASIN
t I,,..,., .,..,\I tr•,• ..,.r•r\ 1,r-, 11 l\lf''\ • I r•
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0-'
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LOT 5 I
--_,,---
LOT 2
INGRESS, EGRESS
ESMT. 8805099006
LOT 1
LOT 3 LOT 2
256
GRA \/El DRIVE:WA Y
~TLAND
J, 157 SQ.FT.
BJ
82
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DITCH STARTS
LOT 8
REN.L UA-95-093-LLA
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TAX NO. 3Jt;J90-2?22 '
S00'29'24"W
J0.01'
GRA \IE:L DRI\IE:WA Y ~
N89'20'35"E
26.01'
i AX NO. 331.390-3202
I
EX CB I
RIM-255.24
.z: REC. NO. 95112990(]5 36" IE(W)-250.24
24" IE(E)-250.24 I
_ _ 179.55' _ .!J.8;,J],0' 88.00' I
S00'28'5f~ 35555' 'brTRJ.c 4 --------------------J
ss 5tnLs ESMT. 95s~1060098 ss · m.:,\1 ~; :;:; ·R~· s's si ss ss ss ss ss ss ss-~--ss r-------------, ~ -------1..!..&. .. Ll__j,"'-"'~' -------1---I ~ I LOI t :;:, .. -,,.. ,\I,'} RR/:~{UJG{UJ:i ---------------------
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AREA CALCULATIONS:
TOTAL LOT AREA = 51,067 SQ. FT. 1.17 ACRES
LOT 1 =17,213 SQ.FT.
LOT 2 a:11, 129 SQ.FT.
LOT J a:11,402 SQ.FT.
LOT 4 =11,323 SQ.FT.
TRACT A =6,085 SQ.FT.
NOTE: TH£ EXISnNG UnLITIES AS SHOWN
ARE ONLY APPROX/MA TE. OTHER
EXISTING unLlnEs MA y EXIST
ALONG THIS PROPOSED ALIGNMENT.
IT SHALL BE THE CONTRACTOR AND/
OR OWNERS RESPONSIBILITY TO
VERIFY THE SIZE TYPE LOCATION AND
DEPTH OF ALL EXISTING ununEs
PRIOR TO STARnNG CONSTRUCTION
Call Before You Dig
1-800-424-5555
SURVEY NOTES
1. THE PURPOSE OF THIS SUR\IE:Y IS TO PREPARE A 4 LOT SHORT PLAT OF THE PARCEL
DESCRIBED HEREON.
2. INSTRUMENT: USING A NIKON DTM 350 FIVE: SECOND TOTAL STATION 'MTH RESULTING CLOSURES
EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130.
J. TH£ BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE PER RECORD TITLE
INFORMA noN AND REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP
LINES THAT MAY OTH£R'MS£ 8£ DETERMINED BY A COURT OF LAW.
4. THE WETLAND BOUNDARIES AS SHOWN HEREON ARE PER THE SKETCH PROVIDED BY ROGER DEL
MORAL & ASSOC/A TES AND WERE NOT FIELD LOCATED.
5. ALL FIELD WORK FOR THIS PROJECT WAS PERFORMED IN OCTOBER OF 2006.
6. REFERENCE IS MADE TO THE FOLLO'MNG RECORDS OF SURVE:Y WHICH WERE USED TO CALCULATE
AND/OR ASCERTAIN THE BOUNDARY AS SHOWN HEREON ...
PLAT OF WESTCHESTER KENNYDALE RECORDED IN VOLUME 227 OF PLATS PAGE 63-68.
CITY OF RENTON SHORT PLAT REC. NO. 8805099006.
CITY OF RENTON LOT LINE ADJUSTMENT REC. NO. 9511299005.
PLAT Of STONE CASTLE RECi}RDED IN VOLUME 200 Of PLATS PAGES 59-61
RECORDS Of KING COUNTY, WASHINGTON.
S--V'
r'\__ FND CASED CONC.
MON. W/COPPER PIN
CITY OF RENTON
MON. jJ34
(VISITED 10/06)
I
JONES AVE NE
SOO'JJ'28"W 1237.68'
FND CASED CONC.
MON. W/COPPER PIN
CITY OF RENTON
MON. #1839
(VISITED 10/06)
LEGAL DESCRIPTION
LOT(S) 284 C.D. HILLMAN'$ LAKE WASHINGTON
GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE(S) 82, IN KING COUNTY, WASHINGTON;
EXCEPT TH£ WEST 126 FEET THEREOF LYING NORTH
OF THE SOUTH 2J4 FEET THEREOF; AND
EXCEPT THE SOUTH 234 FEET THREOF LYING WEST OF
THE EAST 26 FEET THEREOF.
JO'
EX SSMH
RIM-256.05
IE(E)-249.66
IE(W)-249.56
EX SSMH
RIM-255.77
IE(E)-249.42
IE(W)-249.42
IE(N)-249.32
OWNER/DEVELOPER
OWNER-TERRY DUTRO
DE\IE:LOPER-MASTERBUILDER
CONSTRUcnoN
10711 5£ JOTH ST.
BELLEVUE, WA 98004
(425) 454-6340
CONTACT-TERRY DUTRO
LAND SURVEYOR/ENGINEER
EASTS/DE CONSULTANTS INC.
415 RAINIER BL VO. N.
ISSAQUAH, WA 98027
( 425) 392-SJ51
SITE ADDRESS
1B28 NORTHEAST 20TH STREET
RE:NTON, WA 98056
TAXI 334390-3201
ZONE R-8.
MAX. DENSITY IS 8 UNITS/ACRE
PROP. DENSITY IS 7.5 UNITS/ACRE
-
GRAPHIC SCALE
40 0 20 40
5--1 I 1
( IN FEET )
1 inch = 40 fl
BASIS OF BEARING
THE BASIS OF BEARINGS FOR
THIS SURVEY IS THE
CENTERUNE OF NE. 20TH
STREET BEARING N89~0'35nE
PER THE PLAT OF STONE
CASTLE VOL. 200, PAGE 59-61
AS SHOWN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY IS BASED ON CITY OF
RENTON BENCH MARK NO. 1839
ELEVATION= 279.16' (NA VD 88)
INDEX LOCA T/ON:
SEC 5 T23N.R 5E. W.M.
RECORDER'S CERT/FICA TE .............................................. .
FILED FOR RECORD THIS ......... DAY OF ............ 200 .... A T. ........ M
SURVEYOR'S CERT/FICA TE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT
BLUEBERRY MEADOWS SHORT PLAT
FOR TERRY DUTRO
IN BOOK .............. OF ..................... AT PAGE .................. AT TH£ TH£ REQU£$T OF ... l~~l:?Y. .. 0.U.IBQ ........................................ . CITY OF RENTON WASHINGTON
REQUEST OF .... ff.Q.?.f.FJ.T. .. ~: .. ijQ{;{).Ql.".. .............. ..
SURVE:YO~ S NAME
1N .... ac.r ..... 20~. OWNBY DATE JOB NO.
'
415 RAINIER BL VD. NORTH EMW 10 06 06081
ISSAQUAH, WASHINGTON 98021 CHKDBY SCALE SHEET .............. ff.9.EJ.f.ff.T. .. .f: .. ?.f:!fiR.9.l;I. ................ .
PHONE: (42513112-6351 R.BOGDON 1"=40' 1 1 FAX: /425)382-4878 OF MGR. SUPT. OF RECORDS CERT/FICA TE NO ......... J.J.4.fJ.7. ................. .
--i
SH. PL.
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LOT 8
BLUEBERRY MEADOWS
SEC. 5, TWP 23N. RGE. 5E
LOT 7 LOT 5 VOL. 227, PG. 53-68
LOT 5 I
LOT 3 LOT 2
W.M.
UJT 5
FND CASE:D CONC.
MON. W/1:iRASS
0/SK AND "X"
(VISITED 10/06)
~~,:~61.40 ; ~
24· 1£(£)-251.40 I VJ
24" IE(W)-251.40
UNPi.ATTED
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TAX NO. 334390-2722 I
S00'29'24 "W
J0.01'
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INGRESS, £GRESS
£Slo/T. 8805099006 W£1LAND I
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B2
J, 157 SQ.FT. UNPLATTED
TAX NO. 334390-3202
I co v,
t,.) •
S00'29'24 "W l"I /
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DITCH STARTS
LOT B ..• 15' ' 0> • co ______ z56_, I ~ I (I) ' EX SSMH '•. ------I REN.LUA-95-093-LLA EX CB
), -,,"J< REC. NO. 9511299005 RIM-255.24 I ~ .. +--'----______ 1.;79,...5_.5_' --_ c;·····-.J8,!J.O' __ BB.DO' I )V ______________ -~: :~f~-:~.~ 0 I
at-----ss----ss----ss ss-.!!(!Ullcii!.' fl". 3rJ:ff'~f> :;r:.:n ss ss ss ss ss ss ss ss ss-..,
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---.
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, "'"--FND CASED CONC.
MON. W/COPPER PIN
CITY OF RENTON
MON. #JJ4
(VISITED 10/06)
LOW POINT £LEV = 256.66
LOW POINT STA = 1+84.59
PVI STA = 1+84.59
PVI £LEV • 256.16
A.O. 0 2.00
K = 'l'OO 00
b
0
0
0
0
<Si
SOO'JJ'28"W 1237.68'
., co -..,: " "' ~ cl;
~ <ii ~
"' "'
FND CASED CONC.'
MON. W/COPPER PIN
CITY OF RENTON
MON. #1839
(VISITED 10/06)
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NOTE:: THE EXISTING UTILITIES AS SHOWN
ARE ONLY APPROX/MA TE:. OTHER
EXISTING UTILITIES MAY £XIST
ALONG THIS PROPOSE:D ALIGNMENT.
IT SHALL 8£ TH£ CONTRACTOR AND/
OR OWNERS R£SPONS/8/LJTY TO
Vf:RIFY THE SIZE TYPE LOCATION AND
DEPTH OF ALL EXISTING UTILITIES
PRIOR TO STARTING CONSTRUCTION
<o "1 <ii . "' ~~ oi
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RIM-256.05
1£(£)-249.66
IE(W)-249.56
EX SSMH
RIM-255.77
1£(£)-249.42
IE(W)-249.42
IE(N)-249.32
264
260
256
252
248
IJ.4TUJ/ ELEY
1145.00
Call Before You Dig
1-800-424-6556 4+00 J+OO 2+00 1+00 o+oo
DRIVEWAY PROFILE
ICAI.£: M!R-1""4'
HOR-1""40'
t~:I
,@ . 4lt@r--a...-'j
I
GRAPHIC SCALE
.. 0 20 ..
~~I -----I /
SURVEY NOTES
1. TH£ PURPOSE: OF THIS SURVf:Y IS TO PR£PAR£ A 4 LOT SHORT PLAT OF TH£ PARCEL
DESCRIBED HEREON.
2. INSTRUMENT: USING A NIKON DTM 350 F/Vf: SECOND TOTAL STATION l't!TH R£SUL TING CLOSURES
EXCEEDING THE MINIMUM ACCURACY STANDARDS AS S£T FORTH BY WAC JJ2-1JO.
J. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP AR£ PER RECORD Tl1L£
tNFORMA TION AND REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT T() SNOW OWNERSHIP
LINES THAT MAY OTHERl't!SE 8£ DETERMINED BY A GWRT OF LAW.
4. THE W£1LAND BOUNDARIES AS SHOWN Hf:R£0N ARE PER TH£ SKETCH PROVIDED BY• ROGER DEL
MORAL & ASSOC/A TES AND WERE NOT FIELD LOCATED.
5, ALL FIELD WORK FOR THIS PROJ£CT WAS PERFORMED IN OCTOBER OF 2006. -~' 1\f
' ll
6. REFERENCE IS MADE TO TH£ FOLLOlltlNG RECORDS OF SURVf:Y 'Ml/CH WERE U l' TO CALCULATE:
AND/OR ASCERTAIN THE BOUNDARY AS SHOWN HEREON ...
PLAT OF WESTCHESTER KENNYDALE RECORDED IN VOLUME 227 OF PLATS PAGE J-68.
CITY OF RENTON SHORT PLAT REC. NO. 8805099006. 1
CITY OF RENTON LOT LINE ADJUSTMENT REC. NO. 9511299005.
PLAT OF STONE CAS7l£ RECORDED IN VOLUM£ 200 OF PLATS PAGES 59-61
RECORDS OF KING COUNTY. WASHINGTON.
VICINITY MAP
N.T.S.
OWNER/DEVELOPER
OWNER-TERRY DUTRO
DEVf:LOPf:R-MASTE:RBUIWER
CONSTRUCTION
10711 SE: JOTH ST.
BELLEW£, WA 98004
( 425) 454-6340
CONTACT-TERRY DUTRO
LAND SURVEYOR/ENGINEER
EASTS/DE CONSULTANTS INC.
415 RAINIER BL l/0. N.
/SSAQUAH, WA 98027
( 425) 392-5351
SITE ADDRESS
1828 NORTHEAST 20TH STREET
RENTON, WA 98056
TAX# JJ4J90-J201
ZONE R-8.
MAX. DENSITY /S 8 UNITS/ACRE
PROP. DENSITY IS 7.5 UNITS/ACRE
BASIS OF BEARING
THE BASIS OF BEARINGS FOR
THIS SURVEY IS THE
CENTERLINE OF NE. 20TH
STREET BEARING NB9"20'35"E
PER THE PLAT OF STONE
CASTLE VOL 200, PAGE 59-61
AS SHOWN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY IS BASED ON CITY OF
RENTON BENCH MARK NO. 1839
ELEVATION"" 279.16' (NAVD BB)
L.EGEND:
-0-= FOUND CONCRETE: MONUMENT & CASE
® = SE:T REBAR & CAP LS #JJ487
0 • FOUND REBAR & CAP AS SHOWN
"O.., • UTILITY POLE
~ • WATER VALVf:
--SD--STORM DRAIN UN£
--· :, ---= SANITARY SEWER LIN£
-OHP--= 0\IE'R HEAD POWER LIN£
0 = SANITARY SE:WER MANHOLE
[I = CATCH BASIN
DEVELOPMENT PLANMING
CITY OF RENTON
DECO 5 2006
RECEIVED
INDEX LOCATION:
SEC 5 T23N.R 5£. W.M .
Cl) er:
~
~ er: ::,
Cl)
I ~ Cl) er:
IJJ (.)
IJJ ~
<.:J
~
JOB NO. Ofl081
DATE 12/08
SCALE 1"•40'
DESIGNED R.S.F.
ORA WN R,S,F.
CHECKED R.S.F. .
APPROVED R.S,F.
SHEET 1 OF 1 _J
~~I • I l•l,i. '-c.,, f• ,.~ _ ,,,,., •. 0;;4,;.·"•: k ,1·,-,,~-.·"····'"··'>s.<.-·, «<,,,·, ,,,-~,, ,H<aJS-,fr.,, .. ,
SH. PL.
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LOT 8
BLUEBERRY MEADOWS
SEC.
LOT 7 LOT 5
5, TWP 23N.
1,,,.-,, . .,.,., ,,.-, . .,.,.-,., ,,,.., ,.,,,,.,.' ,..
11111-•',ll f,,ll-•',/f,•JI' l'tf,•/Ul\lf/1(.1/f,• J16..~.,,~n11 • .,,1 •• 11 ,, •• ,.,,,,,,, .....
VOL. 227, PG. 6.1-58
LOT 5 I
RGE. SE W.M.
I.OT 3 LOT .? LOT 5
·--?,)6
FND CASED CONG.
I.ION. W/BRASS
DISK AND "X"
(VISITED 10/06)
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RIM-261.40 I c,
24" IE(E)-251.40 v,
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ESAIT. 8805099006
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NOTE: THE EXISnNG ununES AS SHOI\II/
ARE ONLY APPROX/I.IA TE. OTHER
EXISnNG ununES I.IA y EXIST
ALONG THIS PROPOSED ALJGNI.IENT.
IT SHALL BE THE CONTRACTOR AND/
OR 0111\/ERS RESPONSIBILITY TO
vf:R/FY THE SIZE TYPE LOCA noN AND
DEPTH OF ALL EXISnNG UnLlnES
PR/DR TO STARnNG CONSTRUCnON
Call Before You Dig
1-800-424-5555
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CITY OF RENTON
MON. #JJ4
(VISITED 10/06)
LOW POINT ELEV = 256.66
LOW POINT STA = 1+84.59
Pl// STA = 1+84.59
.
Pl// ELEV = 256.16
A.O. 5 2.00
K = '!'00.00
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MON. #1839
(VISITED 10/06)
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SURVEY NOTES . \,j
ll 11
1. THE PURPOSE OF THIS SURvf:Y IS TO PREPARE A .f LOT SHORT PLAT OF TH5 P~RCEL
DESCRIBED HEREON. I'
I,
2. INSTRUMENT: USING A NIKON OTA/ J5D Flvf: SECOND TOTAL STA noN WITH RESU[JTING CLOSURES
EXCEEDING THE 1.1/NJI.IUAI ACCURACY STANDARDS AS SET FOR7H BY WAC JJ2-1JO.
I
J. THE BOUNDARY CORNERS AND LJNES DEPICTED ON THIS A/AP ARE PER RECORD 111LE
INFORAIA nON AND REPRESENT DEED LJNES ONLY. THEY DO NOT PURPORT TO SHOW 0111\/ERSHIP
LJNES THAT I.IAY OTHERWISE BE DETERI.IINED BY A COURT OF LAW.
4. THE WETLAND BOUNDARIES AS SHOI\II/ HEREON ARE PER THE SKETCH PROVIDED BY ROGER DEL
I.IORAL &: ASSOC/A TES AND WERE NOT FIELD LOCATED.
5. ALL FIELD WRK FOR THIS PROJECT WAS PERFORMED IN OCTOBER OF 2006.
6. REFERENCE IS A/ADE TO THE FOLLOWING RECORDS OF SURvf:Y WHICH WERE USED TO CALCULATE
AND/OR ASCERTAIN THE BOUNDARY AS SHOI\II/ HEREON ...
PLAT OF WESTCHESTER KENNYDALE RECORDED IN VOLUME 227 OF PLATS PAGE 63-68.
CITY OF RENTON SHORT PLAT REC. NO. 8805099006.
CITY OF RENTON LDT LJNE ADJUSTMENT REC. NO. 95112P9005.
PLAT OF STONE CASTlE RECORDED IN VOLUME 200 OF PLATS PAGES 59-61
RECORDS OF KING COUNTY, WASHINGTON.
VICINITY MAP
N. T.S.
OWNER/DEVEWPER
0111\/ER-TERRY DUTRO
DEvf:LOPER-I.IASTERBUILDER
CONSTRUCnON
10711 SE JOTH ST.
BELLEVIJE, WA 98004
( 425) 454-6340
CONTACT-TERRY DUTRO
LAND SURVEYOR/ENGINEER
EASTS/DE CONSULTANTS INC.
415 RAINIER BL\ID. N.
/SSAQUAH, WA 98027
( 425) J92-5J51
SITE ADDRESS
1828 NORTHEAST 20TH STREET
RENTON, WA 9B056
TAX# JJ4J90-J201
ZONE R-8.
A/AX. DENSITY /S 8 UNITS/ACRE
PROP. DENSITY IS 7.5 UNITS/ACRE
BASIS OF BEARING
THE BASIS OF BEARINGS FOR
THIS SURVEY IS THE
CENTERUNE OF NE. 20TH
STREET BEARING N89'20'35"E
PER THE PLAT OF STONE
CASTLE VOL. 200, PAGE 59-61
AS SHOWN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY IS BASED ON CITY OF
RENTON BENCH MARK NO. 1839
ELEVATION= 279.18' (NAVD 88)
LEGEND:
0 = FOUND CONCRETE I.IONUAIEN T &: CASE
® = SET REBAR &: CAP LS #JJ487
0 = FOUND REBAR &: CAP AS SHOWN
ru, = unLJTY POLE
~ = WATER VALvf:
-SD-= STORA/ DRAIN LINE
-S --SANITARY SEWER LINE
-OHP-= OYER HEAD POWER LINE
0 = SANITARY SEWER MANHOLE
0 = CATCH BASIN
--._,
~llto""'-•~ l}>-t~~~·i I (i-~ Ii} ~ "'
,,:~11!:. 9~. 3 :1
DEVELOPMENT PLANNING
-CITY OF HENTOM
DEC O 5 2006
RECEIVED
INDEX LOCATION:
SEC 5 T23N.R 5E. W.M.
..Ju
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vi 11
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DA TE 12/08
SCALE 1"•40' ··.;:~~-~/ ,.,,\\_,._. 5 DRAWN R.S.F. 1 1 r0~ DESIGNED R.S.F ..
~ CHECKED R.S.F.
APPROVED R.S.F.
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LOT 8
BLUEBERRY MEADOWS
SEC.
LOT 7 LOT 5
5, TWP 23N. RGE. SE W.M.
VOL. 227, PG. 63-68 LOT 3 LOT 2 LOT 6
FND CASED CONG.
MON. W/11RAS5
DISK AND "X"
(\/IS/TED 10/06)
EXCB I ftl
RIM-261.40 I c,
24" IE(E)-251.40 V)
24" IE(W)-251.401
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-
MON. W/COPPER PIN
CITY of RE:NTON
MON. /JJ4
(VISITED 10/06)
LOW POINT ELE:V -256.66
LOW POINT STA • 1+84.59
P\11 STA • 1+84.59
P\11 ELE:V -256. I 6
A.O. !::I 2.00
K -'l'OD.00
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CITY OF RE:NTON
MON. IIBJ9
(VISITED 10/06)
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252
248
NOTE: THE E:XISTING UTILJTIES AS SHO'l,N
ARE ON~ Y APPROX/MA TE. OTHF:R
EXISTING UTILITIES MAY EXIST
A~ONG THIS PROPOSED ALIGNME:NT.
DA.TUJI ELEY
2"6.00
IT SHALL Bf THE: CONTRACTOR AND/
OR OWN.ER$ RF:SPONSIE/ILITY TD
VE:RIFY 1HE SIZE TYPE LDCA TIDN AND
DEPTH OF ALL EXISTING UTIL1TI£S
PRIOR TO STARTING CONSTRUCTION
Call 8efore You Dllill 1.eoo-,a4-&655
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( lN ffl,'T )
l 11\oh ... 40 «-
SURVEY NOTES
1. THE PURPOSE OF THIS SUR\<E'Y /S TO PRE:PARE: A 4 LDT SHORT PLAT OF THE: PARCE:L
DE:SCRIBE:D HE:REON.
2. INSTRUME:NT: USING A NIKON DTM J50 FIVE: SECOND TOTAL STATION Wl1H RE:SULTING CLOSURE:5
EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC JJ2-1JO.
J. THE BOUNDARY CORNERS AND LINE:$ DEPICTED ON 1H/5 MAP ARE: PE:R RE:CORO TIT!.£
INFORMATION AND REPRESENT DE:E:D LINES ONLY. THE:Y DO NOT PURPORT TO SHOW OWNERSHIP
LINE:S 1HAT MAY OTHE:RWISE: 8£ DETERMINED BY A COURT OF LAW. .
4. THE: WE1LAND BOUNDARIES AS SHOIW>I HERE:ON ARE: PE:f/ THE: SKETCH PROVIDED BY ROGER DEL
MORAL 4< ASSOC/A TES AND WERE NOT FIE:LD LOCATED.
5. ALL FIELI) WORK FOR THIS PROJE:CT WAS PE:RFORME:D IN OCTOBfR OF 2006.
6. REFE:RENCE IS MADE: TO THE: FOLLOWING RE:CORDS OF SURVE:Y 'Ml/CH 11£RE: USC:D TO CALCULATE
AND/OR ASCE:RTAIN THE BOUNDARY AS SHOl'rtl HE:RE:ON .••
PLAT OF 'lr£STCHE:5TER KE:NNYDALE: RECORDE:D IN VOI..UME 227 OF PLA 1S PAGE 6J-68.
CITY OF RE:NTON SHORT PLAT REC. NO. BB05D99006.
CITY OF' RE:NTON LOT LINE ADJUSTMENT REC. NO. 9511299005 .
PLAT OF STONE CASTLE RECORDED IN VOLUME: 200 OF PLATS PAGE:S 59-61
RE:CORDS OF KING COUNTY, WASHINGTON.
VICINITY MAP
N.T.S.
OWNER/DEVEWPER
Ol'rt/ER-TERRY DUTRO
DEVE:LOPER-I.IASTERBU/WER
CONSTRUCTION
10711 SE JOTH ST.
BELLEVUE, WA 96004
( 425) 454-6340
CONTACT-TERRY DUTRO
LAND SURVEYOR/ENGINEER
E:ASTS/DE: CONSULTANTS INC.
415 RAINIER BLVD. N .
ISSAQUAH, WA 98027
( 425) J92-5J51
SITE ADDRESS
1626 NORTHEAST 20TH STRE:ET
RENTON, WA 98056
TAXI JJ4J9D-J~DI
ZONE R-8.
MAX. DENSITY IS 8 UNITS/ACRE
PR()P. DENSITY IS 7.5 UNITS/ACRE
BASIS OF BEARING
THE JJASIS OF JJEARINGS FOR
THIS SURVEY IS T$
CENTERLINE OF l{E. 20TH
STRE&T JJEAR!NG N89"20'35"E
PER THE PLAT OF STOifi
CASTLE VOl,. 200, PAGIJ 59-61
AS SJIQ'WN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY IS BASED ON CITY OF
RENTON BENCH MARK NO. 1839
ELEVATION== 279.16' (NAVD 88)
LEGEND;
0 -FOUND CONCRE:TE MONUMENT & CASE
® • SC:T RE:BAR & CAP LS IJJ487
0 • FOUND REBAR & CAP AS SHOWN
C'Q., • UTILITY POLE
~ • WATER VALVE:
-·SD-= STORM DRAIN LINE
-s ---SANITARY SE'l,£R LINE
-OHP-• O\<E'R HEAD PO'lr£R LINE
@ -SANITARY SEWER MANHOLE
D = CATCH BASIN
DEVELOPM ENT PLANNING
CITY OF RENTON
DEC O 5 2006
RECE IVED
INDEX LOCA TJON:
5£C 5 T23N.R 5E. W.M .
'd '
JOB HO. 0111081 ·
DA TE 12/0111 .
BCAt.l! r,.u,• · .0
DESIGNED R.SJ•.
ORA WN R:s.F. <t.
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APPRO'ifO .· R.B.F.
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LOT 8
6"X81'
SEIIER S\IC
BLUEBERRY MEADOWS
SEC.
LOT 7 LOT 5
LOT 3
5, TWP 23N. RGE. 5E W.M.
FND CASED CDNC.
MON. W/BRASS
DISK AND 'X'
(v!SITED 10/06)
VOL. 227, PG. 53-58
LOT 5 I
I
EX CB qi
RIM-261.40 I o
24' IE(E)-251 .40 "'
24' IE(W)-251.401
JO' I
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LOT 3
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UNPl.ATTED I
TAX NO. 33439{}-2?22 I
S00'29'24'W
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179.55 ' _ L -.!},8:f1.0' 88.00' p-· 24' IE(E)-250.24 ,-
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EX SSMH
RIM-256.05
IE(E)-249.66
IE(W)-249.56
EX SSMH
RIM-255.77
IE(E)-249.42
IE(W)-249.42
IE(N)-249.32
en ,u .. , ... ,, .... uv1,.................... I :::z:
NOTE: THE EXISTING UTILITIES AS SHO'MI
ARE ONLY APPROX/MA TE. 01HER
EXISTING UTILITIES MAY EXIST
ALONG 1HIS PROPOSED ALIGNMENT.
IT SHALL BE 1HE CON1RACTOR AND/
OR Ov.NERS RESPONSIBILITY TO
VERIFY THE SIZE TYPE LDCA TION AND
DEPTH OF ALL EXISTING UTILITIES
PRIOR TO STARTING CONSTRUCTION
Call Before You Dig
1-800-424-5555
' -•·' ,•
' .
' .
io ..
0)
.t
~
"'
-
&---'I'
'\__ FND CASED CONC.
MON. W/COPPER PIN
CITY OF RENTON
MON. jJJ4
(vlSITED 10/06)
LOW POINT ELEV -256.66
LOW POINT STA = 1+84.59
Pvl STA = 1+84.59
Pvl ELEV = 256.16
A.O. i:i 2.00
K = 't00.00
0
S00'3J'28 'W 1237.68'
~-----------§-----------~
9
~
" II)
"'
II) .. .,
+ 0
~ "' ~
Ill
--
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I
FND CASED CONC.
MON. W/COPPER PIN
CITY OF RENTON
MON. j18J9
(v1S/TED 10/06)
-1
JO'
Q
~
0
• -"' "' s
0..
,0
0
;:'.; .. 264
II
?.:
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0..
260
256
>---------+--------+------,___-----+-------+--------+--------+------l---------+-----------j252
>--------+------+------+-------+-------+-------+------+------+-------+------~248
>--------+------+------+-------+-------+-------+------+------1-------+------~DATUJI ELEY 245.00
4+00 J+OO 2+00
DRIVEWAY PROFILE
SCALE: lll!!R-1"•4'
HOR-1""40'
1+00 0+00
-... Ci ~(5)1----
GRAPHIC SCALE
40 0 20 ..
k--1 I !
( IN FEET )
1 Inch = 40 ft.
SURVEY NOTES
1. THE PURPOSE OF THIS SURYEY IS TO PREPARE A 4 LOT SHORT PLAT OF THE PARCEL
DESCRIBED HEREON.
2. INSTRUMENT: USING A NIKON DTM 350 F/YE SECOND TOTAL STATION WITH RESULTING CLOSURES
EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC JJ2-1.JO.
J. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE PER RECORD TITLE
INFORMATION AND REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW Ov.NERSHIP
LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF' LAW.
4. THE l'.£:TLAND BOUNDARIES AS SHOv.N HEREON ARE PER THE SKETCH PROvlDED BY ROGER DEL
MORAL & ASSOC/A TES AND WERE NOT FIELD LOCATED,
5. ALL FIELD WORK FOR THIS PROJECT WAS PERFORMED IN OCTOBER OF 2006 .
6. REFERENCE IS MADE TO THE FOLLOWING RECORDS OF SURYEY WHICH l'.£:RE USEO TO CALCULATE
AND/OR ASCERTAIN THE BOUNDARY AS SHOVrN HEREON... .
PLAT OF 'lt£STCHESTER KENNYDALE RECORDED IN VOLUME 227 OF PLATS PAGE 6J-68.
CITY OF RENTON SHORT PLAT REC. NO. 8805099006.
CITY OF RENTON LOT LINE ADJUSTMENT REC. NO. 9511299005.
PLAT OF STONE CASTLE RECORDED IN VOLUME 200 OF PLATS PAGES 59-61
RECORDS OF KING COUNTY. WASHINGTON .
'it~ ' \ ,,
VICINITY MAP
N.T.S.
OWNER/DEVEWPER
0'1.NER-TERRY DUTRO
DEVELOPER -MASTERBU/LDER
CONSTRUCTION
10711 SE JOTH ST.
BELLEWE, WA 98004
( 425) 454-6340
CONTACT-TERRY DUTRO
LAND SURVEYOR/ENGINEER
EASTS/DE CONSUL TAN TS INC.
415 RAINIER BL VD . N.
ISSAQUAH, WA 98027
(425) J92-5J51
SITE ADDRESS
1828 NORTHEAST 20TH STREET
RENTON, WA 98056
TAX# JJ4J90-J201
ZONE R-8.
MAX. DENSITY IS 8 UNITS/ACRE
PROP. DENSITY IS 7.5 UNITS/ACRE
BASIS OF BEARING
THE BASIS OF BEARINGS FOR
THIS SURVEY IS THE
CENTERUNE OF NE. 20TH
STREET BEARING NB9"20'35"E
PER THE PLAT OF STONE
CASTLE VOL. 200, PAGE 59-61
AS SHOWN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY IS BASED ON CITY OF
RENTON BENCH MARK NO. 1839
ELEVATION= 279.16' (NAVD BB)
LEGEND:
-0 = FOUND CONCRETE MONUMENT & CASE
(ii -SET REBAR & CAP LS /JJ487
0 • FOUND REBAR & CAP AS SHO'I.N
CU., -UTILITY POLE
~ = WATER VALYE
-SD--STORM DRAIN LINE
-S -= SANITARY SEl'.£:R LINE
-OHP--OYER HEAD POl'.£:R LINE
0 = SANITARY SEWER MANHOLE
D • CATCH BASIN
OEC o 5 2006
HEC E\VE.0
INDEX LOCATION :
SEC 5 T 23N.R 5.E. W.M.
I EXPIRES : NOVEMBER 26 , 2001 I
JOB NO. 00081
DATE 12/08
SCALE 1'•40'
DESIGNED R.S.F.
ORA WN R.S.F,
CHECKED R.8.F.
APPROVED R,8,F,
SHEET 1 OF 1
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SH. PL.
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LOT 8
BLUEBERRY MEADOWS
SEC.
LOT 7 LOT 5
5, TWP 23N.
,,,,..,.,-r,.,u-·.-•"T"r·r• ,,,..,,.,,,n,, r·
llll•••.11 ,.-,,..,~/1,,,H •••llf/\lJ/1(,JI I>• ,, .... ~ ........ _.,,, ... ,, ........ ,,...,,,._ .. _
'•IOL. 227, Pf;. 63 ~68
LOT 5 \
,..,.--···-~
/
INGRESS, EGRESS
ESMT. 8B05099006
/
/
RGE.
L U/ J
5E W.M.
I
I
i.OT 2 J
··2t)3 · ··-, .. l ·,
i..OT 5
FND CASED CONG.
MON. W/llRASS
DISK AND 'X'
(VIS/TED 10/06)
I .. I
~~-=~61.40 I 11
24' IE(E)-251.40 ci ,
24' IE(W)-251.401
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UNPLA :'TED 1 C1 lb v, N
TAX NO. 334 39 0-27.?.? I i
soo·w·24•w
J0.01'
I vi WETLA~ I
;.-, J, 157 SQ.FT. UNPLA !TE[) I
"-I g T.4X NO . 334390-3202 J
.... _ A2 B2 I " ~I /// ~I \J)
I LOT 2 ('., ]!l , LOT 1 I" BJ , .. _ "'
/ ·"-~ ./ I() A ·io ": I I LOT 3 1 ~ ~ DITCH STARTS I 8;,, ~ vi
I ',...._ :;j j 15' ' o, LOT 8 I ._:' '· ~z56· I OJ ,,.
·.. --------; :z: HEN.LUA-9 5-D93 -U.A EX CB LJ v, I "J -., REC. Ni!. 95112990D5 R/1.1-255.24 I ::C
.-;-"-----_ _ b79.55' -(----~8:!J.O' __ 88.00' 1/J'· ________________ ----~= :~:~~.~ ~ I
~---ss ss ss · ss 00 '2 8 '5 ff. 3~~:~~·s~, ,.,. "" ss ss ss ss ss ss ss ss----ss <'\!,s
EX SSMH
R/1.1-256.05
IE(E)-249.66
IE(W)-249.56
,,1-,n, •,,., ,n,.><i, I I I --------------lO-T 1 -------1../!,.:·~:·~~"~.',.7.7.",.,.,;-;. ------------------------------LU:Z:
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r..... -.
~--J'
• \_ FND CASED CONC.
MON. W/COPPER PIN
CITY OF RENTON
I.ION. #334
(VISITED 10/06)
LOW POINT ELEV = 256.66
LOW POINT STA = 1+84.59
PVI STA • 1+B4.59
PVI ELEV = 256.16
A.O . r, 2.00
K = 'too. 00
a
§
ci
"
-.
SOO'JJ'2B'W 12J 7.68'
,;; ...
OJ
;!;
.;;
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Ill
~
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Ill
FND CASED CONC.
I.ION. W/COPPER PIN
CllY OF RENTON
MON. /1BJ9
(VISITED 10/06)
9
c::i -
C
II ->-' "' :sa
Q.
C
" .~
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Lil
:sa
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---= 1.oor -If> ---1 0
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.
EX SSI./H
R/1.1-255. 77
IE(E)-249.42
IE(W)-249.42
IE(N)-249.32
264
260
256
252
248
NOTE: 71/E EXISTING UTILIT1£S AS SHOWN
ARE ONLY APPROX/MA TE. OJHER
EXISTING UTILITIES MAY EXIST
ALONG THIS PROPOSED ALJGNI.IENT.
DATUJI ELEV
245.00
IT SHALL BE THE CONTRACTOR AND/
OR OWNERS RESPONSIBILITY TO
VERIFY JHE SIZE TYPE LOCATION AND
DEPTH OF ALL EXISTING UTILITIES
PRIOR TO STARTING CONSTRUCTION
Call Before You Dig
1-800-424-5555
<o . "' "' 0,
"' "'
oi
"' "'
~; "' ;;; c-• OJ 'Xi cci ., " "' "' ~~ "' .. "' "'
4+00
,..,-OJ" "" "~ • OJ • <o
"'.,; "' . "'"' "' "' "' "' "'~ "' "' "' ..
J+OO 2+00
DRIVEWAY PROFILE
SCALE: "1!11-1""4'
ffOR.f",40'
~~ Co I() C <o
"" ""1 " "' .
"' <o ~~ "'" "' "'~ "' "' "' ..
1+00 0+00
--G: ~(5)>-----
GRAPHIC SCALE
20 .. -I !
( IN FEET )
1 inch = 40 ft.
.. i.1W;
f 11
I , .
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'
SURVEY NOTES
1. THE PURPOSE OF THIS SURVEY IS TO PREPARE A 4 LOT SHORT PLAT OF THE PARCEL
DESCRIBED HEREON.
2. INSTRUMENT: USING A NIKON 01M J50 FIVE SECOND TOTAL STATION Vt!JH RESULTING CLOSURES
EXCEEDING THE I.IIN/1./UM ACCURACY STANDARDS AS SET FORTH BY WAC JJ2-1JO.
J. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE PER RECORD TITLE
INFORMATION AND REPRESENT DEED LINES ONLY. 71/EY DO NOT PURPORT TO SHOW Ov.t/ERSHIP
LINES THAT MAY 01HERVt!S£ BE DETERMINED BY A COURT OF LAW.
4. THE WETLAND BOUNDARIES AS SHOVt!'i H£R£0N ARE PER THE SKETCH PROVIDED BY ROGER DEL
MORAL & ASSOC/A TES AND IIE'RE NOT FIELD LOCATED. .
5 . ALL FIELD WORK FOR THIS PROJECT WAS PERFORMED IN OCTOBER OF 2006.
6. REFERENCE IS MADE TO THE FOLLOv.!NG RECORDS OF SURVEY \ltfi/CH IIE'RE USED TO CALCULATE
AND/OR ASCERTAIN THE BOUNDARY AS SHOVt!'I HEREON ...
PLAT OF WESTCHESTER KENNYDALE RECORDED IN VOLUI./£ 227 OF PLATS PAGE 6J-6B.
CITY OF RENTON SHORT PLAT REC. NO. 8805099006.
CITY OF RENTON LOT LINE ADJUSTMENT REC. NO. 9511299005.
PLAT OF STONE CASTLE RECORDED IN VOLUME 200 OF PLATS PAGES 59-61
RECORDS OF KING COUNTY. WASHINGTON.
OWNER/DEVELOPER
OWNER-TERRY DUTRO
DEVELOPER-MASTERBUIWER
CONSTRUCTION
10711 SE JOTH ST.
BELLEVUE, WA 98004
( 425) 454-6340
CONTACT-TERRY DUTRO
LAND SURVEYOR/ENGINEER
EASTS/DE CONSULTANTS INC.
415 RAINIER BLVD . N.
ISSAQUAH, WA 98027
( 425) J92-5J51
SITE ADDRESS
1828 NORTHEAST 20TH STREET
RENTON, WA 98056
TAXI JJ4J90-J201
ZONE R-B.
MAX. DENSITY IS 8 UNITS/ACRE
PROP . DENSITY IS 7.5 UNITS/ACRE
BASIS OF BEARING
THE BASIS OF BEARINGS FOR
THIS SURVEY IS THE
CENTERUNE OF NE. 20TH
STREET BEARING NB9'20'35"E
PER THE PLAT OF STONE
CASTLE VOL. 200, PAGE 59-61
AS SHOWN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY IS BASED ON CITY OF
RENTON BENCH MARK NO. 1839
ELEVATION= 279.16' (NAVD BB)
LEGEND:
-0-= FOUND CONCRETE MONUMENT & CASE
@ • SET REBAR & CAP LS /JJ487
0 • FOUND REBAR & CAP AS SHOWN
CU., • UTILITY POLE
~ • WATER VALVE
··-SD-· • STORM DRAIN LINE
···-S -·· = SANITARY SEWER LINE
-OHP-= OVER HEAD POWER LINE
0 = SANITARY SEWER MANHOLE
tJ = CATCH BASIN
DE VE LOP1A-
crry ol:'t;eiNP /.,\NNt N
·· TO(\/ '
DEC O ~ 2006 ~----1
FIECi;'I VED
INDEX LOCA T/ON:
SEC 5 T23N.R 5.E. W.M .
JOS NO. 08081
DATE 12/0fJ
SCALE 1",40'
DESIGNED R.S.F.
DRAWN R.8.F.
CHECKED R.S.F.
APPROVED R.S.F. EXPIRES : NOVEMBER 26, 2007
SHEET 1 OF 1
v '' ·• ' •.
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SH. PL.
I
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SEC.
LOT 8 LOT 7 LOT 6
-/ LOT 4
5, TWP 23N. RGE.
v'OL. 227, PG. 63-58 LOi 3
LOT 5 I LOT • \
SD0'29 '2<f"W ~~_::,.,,,....ofjp;,,:,_--:::
INGRf.SS, f.GRf.SS
E:SMT. 8805089006
/
,/
,,/
5E
LOT 2
Wf.n.AND
J.157 SQ.FT.
W.M.
LOT 6
82
FND CASED CONC.
I.ION. WjBRASS
DISK AND •x•
(VISITED 10/06)
I
f.X CB q:J
RIM-261.<fO \ a
U" lf.(E:)-251.<fO v,
24" lf.(W)-251.40\ I
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i AX NO. 33439D-2722 I I ,•
SD0'29'2<f "W I •
J0.01'
UNPLATTED
TAX NO. 334390-3202
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LOT 1
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"' A '" --: I ~ DITCH STARTS I iii , ~ If)
15•·-i--, LOi B \ i ._:' 1 LOT a
I F/E.'i.lUA-95-D93-LLA f.X CB ~ Cl)
_ --,~· .'/EC. NO. 9511299D05 Rfl.l-255.2,f I ;c
. --• 355-• '" ----------· ----~~:~g:~.~ ~ I ---~. -ss . . ss . . . ss ss . ..:.?7 ~ .. . . .. ss ss ss ss ss ss ss ss ss I "ks
f.X SSMH
RIM-256.05
lf.(f.)-U9.66
l£(W)-2<f9.S6
I -------------~"~Ll~''-------r-l 'on .t;r..·r 11n R1u:r;nac::n:; · -----·----------------!!! ti I ,,..,v., ii"', vw,,.,.H,,,w ... uu I ...
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s---·I'
T'\_ FND CASf.D CONC.
I.ION. W/COPPf.R PIN
CITY OF' Rf.NTON
I.ION. IJJ<f
(VISITED 10/06)
LOW POINT f.LEV • 256.66
LOW POINT STA • 1+8<f.59
PVI STA • 1+84.59
PVI E1£V • 256.16
A.O. o 2.00
K • 'l'00.00
a
0
8
0
"
..
I
SD0'JJ'28"W 1237.68'
"' :!! ;:; r..:
l(l cl;
~ ~
(I;) a,
-
FND CASf.D CONC.
MON. W/COPPf.R PIN
CITY OF' Rf.NTON
MON, jl8J9
(VISITf.D ID/06)
~
~
<>
ff
-,-.;
If)
s
Q.
-"'
0
~
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G:i
l.:i
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f.X SSIJH
RIIJ-255.77
lf.(f.)-2<f9. •2
l£(W)-2<f9.<f2
lf.(N)-2<f9.J2
26,f
260
256
252
248
N01£: THE: E:XISTING UTILtnf.S AS SHOMN
. . . AR£ ONLY APPROXII.IA 1£, OJHrR
f.)(JSTING U111.111E:S /JAY f.XJST
Al.ONG JHIS PROPOSED ALJGN/Jf.NT.
IT SHALL II! THE: CONTRACTPR ANC /
OR Ot.lNE:RS Rf.SPONS/f1/UTY TO
VERIFY THE: SIZE TYPE LOCA 110N AND
DEPTH OF ALL f.XISTING U TIU11f.S
PRIOR TO STARTING CONSTRUCTION
Call lttor, You Dia
..... 0~4--lql '
<O ~ oi oi l(> l(l
I '
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;--"';:;; 0 ~ ..,
~ I! ~ ~
#00
.., ;:;; (I;)" "" ,(I;) '<O r..: • ~~ 1818 "' "' "' l(l "' "'
J+DO 2+00
DRIVEWAY PROFILE
8CAU: M!R-1" .. '
HOlt-1""40'
~~ ~~ 1818 "' "' "' "' "' "'
l+DO
.,,o
r..:"' r..: ~~
<O r..:
l(l
DATUJ/ fHY
846.00
O+DO
GRAPHIC SCALE .. 0 20 ..
I ----I : •
(Qfrpr)
l IDcjl -<l,Q ff.
SURVEY NOTES
1. TH£ PURPOSf. OF' THIS SUR\IE'Y IS TO PREPARE A <f LOT SHORT Pl.AT OF THf. PARCO.
Of.SCRIBED HE:Rf.ON.
2. INSTRUl.lf.NT: USING A NIKON D1M JSO FIVE: Sf.COHO TOTAL STATION 1111H Rf.SUL TING CLOSURf.S
f.XCf.EDING THf. MINII.IUI.I ACCURACY STANDARDS AS Sf.T FORTH BY WAC JJ2-IJO.
J. THE BOUNDARY CORNf.RS AND L/Nf.S Df.PICTf.D ON THIS MAP ARE Pf.R Rf.CORD mu:
INFORMATION AND Rf.PRf.Sf.NT Df.f.D UNf.S ONLY. THE:Y DO NOT PURPORT T(). SHOW OWNf.RSHIP
LINf.S THAT MAY OTHE:R141Sf. 8£ Df.TE:RM1N£D BY A COURT Of LAW.
<f. THf. 11£11.AND BOUNDARlf.S AS SHOWN HE:Rf.ON ARf. PE.R THf. SKf.TCH PROV/Df.D BY R()Gf.R Df.L
MORAL ct: ASSOC/A Tf.S ANQ I.IERE: NOT Flf.LD . LOC/1 Tf.P. i I~ ·
5. ALL FIELD IIORK FOR THIS PROJE:CT WAS PE:RFORME:P IN OCTOBf.R ()F' 2006. f \i1
6. Rf.Ff.Rf.NC£ IS MADf. TO TH£ FOLLO'l,IN.G Rf.CORDS OF' SUR\.EY MHICH llf;Rf. USf.1 · TO CAJ.CULA 1£
AND/OR ASCf.RTAIN THf. BOUNDARY AS SHOl,IN Hf.Rf.ON ...
PLAT OF ll£STCHf.S1£R Kf.NNYDALE Rf.CORDE:D IN VOl,!JM£ 2J.7 OF PLATS PAI;£ .J-68.
CITY OF Rf.NTON SHORT Pl-AT Rf.C. NO. 8805099006.
CITY OF RENTON LOT UN£ ADJ1JS1ll£NT REC. NO. 9511299D05.
PLAT OF STONE CASTtE: RE:CORDf.D IN \IPI..UMf. 2DO Of /?LA °T? PAl;ES 59-61
Rf.CORDS ()F' KING COUNTY, WASHINGTON.
VICINITY MAP
N.T.S.
OWN!R/DEVELOPER
OWNE:R-1£RRY DUTRO
Df.1,£1.0PE:R-I.I/IS1£RE1UILD£R
CONS1RUCTION
10711 Sf. JOTH ST.
Bf.LLf.Wf.. WA 9800,f
( <f25) -154-6340
CQNrACT-JERRY DUTRO
LAND SURVEYOR/ENGIJ'<IEER
f.AS(~OC CONSULTANTS INC.
<fl5 RAINIE:R BL VO. N.
ISSAQVAH, WA 98()27
( <f2S) Jf12-SJ51
SITE ADDRESS
1828 NORTHE:AST 20TH STRf.E:T
Rf.NTQN, WA f1BD56
TAXI JJ,fJf1()-J2()1
ZON£ R-8.
MAX. Df.NS/TY IS 8 UNITS/ACRf.
PROP. Of.NS/TY IS 7.5 UNITS//ICRf.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR
THIS SURVEY JS THE
C~E OF NE. 20TH
STREET BEARING N89"20'35#E
P!R THE PLAT OF STONE
CASTLE VOL.. 200, PAGE 59-61
AS SliOWN.
VERTICAL DATUM
VERTICAL DATUM FOR THIS
SURVEY JS BASED ON CITY OF
KEN'JYJN BENCli MARK NO. 1839
EU;VATION= 279.18' (NAVD 88)
LEGEND:
0 • FOUND CONCRf.Tf. MONUMf.N T & CASf.
• • Sf.T Rf.BAR ct: CAP LS jJJ487
0 • FOUND RE:8/IR & CAP AS SHOWN
~ • UTIUTY PQLf.
A -WATf.R VAL\.E
---SD -• STORM DRAJN L/Nf.
--s -• SANITARY Sf.llER UNf.
-OHP-• O\l(R Hf.AD POll£R LIN£
0 • SANITARY Sf.11£R 1./ANHOLE
[1 • CATCH BASIN
ENT PLANNING
DE\/'Th~~f RENTON
DECO 5 2006
RE.CEiVEO
INDEX LOCATION:
SEC 5 T23N.R 5E. W.M.
CHECKD ·. R.B.F .. , ..
APMO~ R.1.1!,
SH&T 1 OF 1