Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutMAP_Topographic_Survey_Map_170531_v1SURVEY INFORMATION
DATES OF SURVEY: 05-14-2007 AND 06-14-2007
CALCULATED LAND AREA:
PARCEL A - 87,079± S.F. OR 1.999± ACRES
PARCEL C - 114,238± S.F. OR 2.623± ACRES
BASIS OF BEARINGS:
THE BASIS OF BEARINGS IS THE BEARING BETWEEN RENTON POINT 1227 AND RENTON POINT
1892, TAKEN AS NORTH 4801'12" WEST, BASED UPON NORTH AMERICAN DATUM OF 1983 -
NAD 83 (91) - WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE.
BENCHMARK:
NORTH AMERICAN VERTICAL DATUM OF 1988 - NAVD 88
THE BENCHMARK IS RENTON POINT 2132, TAKEN AS 121.30 FEET
TITLE REPORT: BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NUMBER
NCS-294997-WA1 DATED APRIL 30, 2007 AT 8:00 A.M. FOR PARCEL A AND BY OLD
REPUBLIC TITLE & ESCROW, ORDER NUMBER 5226002556, DATED NOVEMBER 3, 2006 FOR
PARCEL C. PLEASE REFER TO THAT DOCUMENT FOR FINANCIAL AND OTHER MATTERS THAT ARE
BEYOND THE SCOPE OF THIS SURVEY.
LEGAL DESCRIPTION:
PARCEL A
FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NUMBER NCS-294997-WA1 DATED APRIL
30, 2007 AT 8:00 A.M.
THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND
IS DESCRIBED AS FOLLOWS:
THAT PORTION OF THE NORTH 5.5 ACRES OF THE SOUTH HALF OF THE SOUTHEAST QUARTER
OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON, LYING EAST OF THE KENT-RENTON COUNTY ROAD;
COMMENCING AT THE EAST QUARTER CORNER OF SECTION 31;
THENCE ALONG THE EAST LINE OF SAID SECTION, NORTH 115'13" EAST A DISTANCE OF
659.00 FEET
THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES, NORTH 89"00'28" WEST A DISTANCE OF
667.85 FEET TO THE WEST LINE OF A GRAVEL PIT AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 89°00'28" WEST 481.00 FEET;
THENCE SOUTH 0*21'10" WEST 181.18 FEET TO THE SOUTH LINE OF SAID 5.5 ACRES;
THENCE ALONG SAID SOUTH LINE SOUTH 89°00"13" EAST 480.99 TO THE WEST LINE OF SAID
GRAVEL PIT;
THENCE ALONG SAID WEST LINE NORTH 0°21'10" EAST 181.19 FEET TO THE TRUE POINT OF
BEGINNING.
PARCEL B
AN EASEMENT FOR ROADWAY PURPOSES, OVER AND ACROSS THE SOUTH 20 FEET OF SAID
NORTH 5.5 ACRES
EXCEPT THE EASTERLY 4,7 ACRES THEREOF, IN KING COUNTY, WASHINGTON
PARCEL C
OLD REPUBLIC TITLE & ESCROW, ORDER NUMBER 5226002556, DATED NOVEMBER 3, 2006
THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, CITY OF RENTON,
STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS:
THE SOUTH 5.5 ACRES OF THE NORTH 31 ACRES OF THAT PORTION OF THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5
EAST; W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE KENT-RENTON COUNTY ROAD;
EXCEPT THAT PORTION OF SAID 5.5 ACRES LYING WITHIN THE EAST HALF OF THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31 AS DESCRIBED
IN DEED TO THE STATE OF WASHINGTON, DATED JUNE 9, 1958 AND RECORDED UNDER KING
COUNTY RECORDING NO. 4921232;
AND EXCEPT ANY PORTION, IF ANY, LYING WITHIN THE WEST HALF OF THE NORTH 5 ACRES
OF THE SOUTH 9 ACRES OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID
SECTION 31;
AND EXCEPT DEDICATED ROADS.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
Will 1121Milk06�]_L'ZyII
1. AN EASEMENT INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN IN FAVOR OF
PUGET SOUND POWER AND LIGHT COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 6023496. (SHOWN)
2. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 8302140392,
EXCEPTIONS: PARCEL C
NONE LISTED
FND 4"X4" CONC POST
PC MONUMENT IN CASE
w/ BRASS PLUG
FND 4"X4" CONC POST
MONUMENT IN CASE
w/1-1/2" BRASS PLUG
"RENTON 1227"
�C,, I-1 A Cel
w �U
o a
G`T�NG ENG100'
BOUNDARY AND TOPOGRAPHIC SURVEY
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF
SECTION 31, TOWNSHIP 23, NORTH, RANGE 05 EAST, W.M.
I
w/LUMINAIRE o
a
LEGEND
ALDER
I
-12"
©
POWER VAULT
12"
&
SURVEY MONUMENT (AS NOTED)
® a
LUMINAIRE (LUM.)
{ FR12"
0
FOUND IRON PIPE (AS NOTED)
0-
POWER POLE
I �3
•
FOUND REBAR/CAP (AS NOTED)
®
JUNCTION BOX (AS NOTED)
W o
J a
Z�
SURVEY CONTROL STATION
O
TELEPHONE MANHOLE
w
Q
� �y
❑
CATCH BASIN (CB)
TEL MH
---
ASPHALT
0
SANITARY SEWER MANHOLE (SSMH)
LLj
1
O
V)
3
p
o
o
CONCRETE
w
WATER VALVE (WV)
cj)
zQ
0
FIRE HYDRANT
_ w
W
WATER LINE
U
WATER MANHOLEE
SS—
SANITARY SEWER LINE
�
N
So
W
STORM DRAINAGE LINE
®
WATER METER
P(UG)
1--O
POWER UNDERGROUND
Q
SIGN
°6
P(oH)—
POWER OVERHEAD
SSCOo
SANITARY SEWER CLEANOUT (SSCO)
—
BARBED WIRE FENCE
Z
O
Ir
LL
O
Y
�
WOOD FENCE
FND 4"X4" CONC POST
PC MONUMENT IN CASE
w/ BRASS PLUG
FND 4"X4" CONC POST
MONUMENT IN CASE
w/1-1/2" BRASS PLUG
"RENTON 1227"
�C,, I-1 A Cel
w �U
o a
G`T�NG ENG100'
BOUNDARY AND TOPOGRAPHIC SURVEY
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF
SECTION 31, TOWNSHIP 23, NORTH, RANGE 05 EAST, W.M.
I
w/LUMINAIRE o
a
DOUBLE YELLOW I
CB TYPE 1 RIM=156.04 ,y"
IE 12" CMP N-154.27
IE 12" PVC S=154.32
POWER POLE
w/TRANSFORMER
w/UG DROP a
STOP SIGN
LIGHT J -BOX
N89°02'25"W 26.73'
(2)MAILBOXES
CE 17' DRIVEWAY --
d
CB TYPE 1 RIM=157.66
(FULL OF DIRT)
MAILBOX--
DOUBLE
AILBOX
CURBCUT
POWER POLE
w/LUMINAIRE
N89°02'22"W 24.96')
CB TYPE 1 RIM=161.58
IE 8" CMP E=159.78
r0
BUILDINGOVERHANG
+OVERHA—NG EDG—E TOF 16
CONCRETE BUILDING OVERHANG
-I ° EDGE OF I ,gBUILDING
l ° OVERHANG
- CONCRETE
EXISTING BUILDING --_-_- � -__ I Igtiy.
o
III II I IIIgg9k
�HOG W
IRE FENCE
+I ti DOWNROCKERY __ ______
BUILDING
$ — — — —
6 g�—��6��— — — g jy
oye 6, 13.5'± ye,5 ° ,6 +'— 3.5 ± 6"° 4
x,60 }6$tiy 22.0'±�j / 9ti I I'' I I I I titi
" _ N89°02'28 W 481.=
/ ® 11 I I / Ia�tiy 1 I
SSMH RIM=150.58 166 WOOD FENCE I a' /
IE 8" PVC N=138.93 +�0 —�� / WOOD FEN E� 10 / / a I I 1„ I+ I I F�J 3 4" IRON PIPE
IE 8" PVC S=139.03 / 168,°$ 1ti MISC ®tig ® I I 1.2 S. x 0.6' W. OF
o / I ® R PERTY CORNER
IE 8" PVC S=145.38 r 1�Q �/ DOG d, / ®2� tig2 16
I 141
III k2�a
IIS /I
FH r rj��C 1a H USE OVERHANG ®tig ® GONG PAD I
I / I
� }6g61 / �� OIL TAN / � 6 ®�'o ®�'L r 31 2u r
ROCKERY SO---- "y y
DECK
w SEPTI TANK / EXISTING
3e1
AND;, AINFEILD ✓ CONC LA NG HOUSE I I° x" I ," o k1y+/ ®1°cbQ
v Lo g CONC STAIRS " WOOD I�-- -® / N + / / x�
l o / ° y1 5 / / I, STAIRSHOE
„�.
FND 1-1/2" IRON PIPE �/ /} ��,/ / GATE �'�, g I NCE
3.4' W. x .90' N. z "� 1ti /PARCEL A
/ 1
J OF PROPERTY CORNER e� SyCO®`" 6y / 16
91"® 6 RtTACNOING I ,"6y / / / / I III I n
co / f �,11 LL ® 1 11 I I 1 CO I I I I
° END LEAD & TACK MISC FENCE POST/ y / ti- aa-��_ s o ® 1 % I / ® I °I o I I
° ya yyti FND 1/2" REBAR/CAP "LS 6474" OF -� DECK $ �V� ® / / xg o I I
I 26.81' W & .19' S OF PROP COR/' DRAIN
POWER PALE w UG DROP + y ��3 STS ® �, / cV
" / �' MISC FEW E POS "°. _ ti o
ti I / I
x\VO w/GUY ANCHOR POWER POLE x"°a ROOf 5q\ 6 ELECTR EAS ENT k6 J ti I I cN /
I
I ( SSMH M=15 00 x-W�TRANSFQRMER ye " e x� / ti PER R NO. 602 496 �• xti
" I ° w UGI DROP x1oo. ®ti' x�"o BUI ING a DR Q ®�" P� ®10� 5 / " / / /
�tii yg, IE 8" P�GN1� / y' ; "_ RHANG� °ETAL 6�,a/ x ® S IC TANK-�0.Ia I SHED8l �,��
PAROL B ��O "; cfl ti� r��' .,v 4 v o� MISC--PQT`_-� ,a°� ,� yg1L p ® LEC FENC.% 'C7`�Ta EBAR
co ep � x `----- v,9 -b� i ao y I� ® 8" xtio o � I A D LS 6474„
i
____
P off P(oH) P(oH) ---- --- ------ P(o) --r------P----- - - X139 ge x 'g e - o / x I 0 8 I� 1.2' W OF
y 6o M 0' x,b x, x - g%480.99 6 BARBE }RE FENC ti^ (DO— ® 1 P 0 {{ TY CORNER
0o x` ,�,, WE _ ® 13" N89°02'25"W 1. 1�,,W 14 ®8' I �aNb�
� w9/8
„ ® W11„ ® ® W12„ 12, ® W wt
y w14� / w/TRAN FORME w1 R /
W10"/8'X ® 8' X3 ® 8' ® 2' x 4 ® 17" 2 + yy fig,
W9 ® W6 X3/8"X3/10" p W UG DROP 11" 1 ol"4„
x wX2 ® ®w1�x2I / X18 EDGE 0 DIRT PAD ® „x 1s"
15, ti / I w8"x2 / Wg' GUY ANGHLO 8.7'N±fS DF PROP E r
o-6 W6 „ �� C ®(2W6, ® W10'/12"/, „ W ,X4 ,14"/ 2� { ®OW7" { ®4W 9" ® W�2 / l / xh.Y ti,,ti?" ri
y y I xy 6tio W10" � 10"/15"/9" / ® W iss.a3 3 / ® 1I1'� I I I x
3o II „ / Lb oW10� W8, /6„ /0'X3 / / / / II �c�
�� I % /
w8" / /
9 8, O W8" ® W8„ 06 y6 ,x W W� ERY T
y I` I I y x,�O xa6 I ® 8„ i� , 15 �� �W7" 0„ ® bM15,/t „/ „/7"(/10,/g„ x�
n,y 4 �,yas O ® W6" \,rJ 7„ 8„ 1 / / xry� ® /
6 / ae° CW 10"x2 )
oo� �S 00 l xy % ✓t „X2/9" � 8 V4'0/13"� W10" /�g8 ( W) w11" M15" 2 10" 14" M)4„/IS„r tl O
/ 6 2,. / PARCEL C / I j/ I/ !
M10” w ! W 1 0” x oti ® W1 / / / /� /190
/x 9 �a5
o I " I / yb W8p� qW8" /W12 /( ®AWg' 0„ �1 80 ®aW15"/�x
/ �� / �� o
ro / 1w
r Doti° / 6 r1 ���� J� J J J719" r(�O) „ �� ® w",W9" / / O ItipO. / ®� I k do
�. ---- 0� I 5 / W14 �� / r`) xti
IiI ® 6" / ® W7 o
/ 1v� O
10 ! J } ® 9 / / ® W13" / 11"X4 \ 94 ® 6„
z /// ® / ® ® W9 ® W 1' 0 13" �� ® W6„ N O I ay / O
w1o' I O cp . ® "/I
IW9 ® 70' g,o O� N C X n f
y 00, / 1 �" W14" W7" ®' Wo2fW,':'S/ w x 6„�ti_z ��15"X ®W6„x7 w x
W18' / J @, W17' �3® / / 6w11" 1 l I ® W 8'J �titix n
g I w w8/ wt ® \ ®w8" / SQUIRREL FEEDER 1' OE W7" .9 / w ® w7" YYY �»> / f xti °g I I N N � „� C)3/
x�— a,6
I
W12„/ / Vy'J,\'01
x
„ W14„ 66°g ., Jw1 ' / 16a” + WOOD RETAINING W7 w6„),b„//w1 s” ® 1.. ,,x2/18„X2/6„
x ® 16 �;8 1"ti ,, I , °g WALLS 8'± N OF ® / / W19 I /x T p6 I I I ^ �I
I , ® W8' x x ® W9' yy. @/i 13 W 1' y. W 8" Co Q
� yg I w 10” x 6yti, /� / ® W6"/ _�v10 , ao� 0 W17"6 �j5 x- / �+ (� �t 1 EPS ® W2 "® w�
`°D / 1 I gx ,69ti / 8 �x / / / - � 0 1 8 e a .” 5gO ® /1 L01 I I I Ixtiyn7 N
O 6°'II �x6 x 216 x J I y
e 0 W8" /
d 9 ®y WO FENCES, i x,, w8" / ® 14 BIRD E 9 g \ --� x,gB^ti/ /
177. 5.6± F fL gyao a' RELLIS 9oa Q ti ti �7 ��°--// 07.796
ti NCE ON xas" "gx,, x .°�_ — — CAP EDG ti 2 , ^y o I I
{
BUILDING y° S89°02 22 E 630.82 s9
ROP LINE OVERHANG ,"5o x ky6 I BUILD G� 48, yy�,9 9
° , / OVERHANG �� i 191 2 �g, Jv 9 5ti .�° dig tip0 - Boa®e 1. + o o$ . DS 1o$A DGEp9
Av N
6 NO PARKING / g. gk' g9� otiy o 5.25-=�<°"° °$h o9°g _- do 21 .�5\ I ltd N I tiSy�
° SIGN FENCE END x,," alp �o jos tio. I I I N Nx
° 1,y LIGHT J -BOX 1.5'± S OF R xLANDSCAPE WOOD ?' ss STEPS 30 1 ` \ N
C� KEYSTONE. LANDSCAPE
6 CB TYPE 1 RIM=160.06 EXTRUDED CURB PAVERS C�y RETAINING WALLS PAVER WALK w/HANDRAIL ROCK WALL \
IE 12" PVC N=157.66 EXTRUDED CURB ROCK RETAINING WALL r�'��} WALLS LANDSCAPE BUILDING I xtiyyg°
y PAVERS EXTRUDED CURB OVERHANG
, IE 12" PVC S=157.76 � � FND 1/2" REBAR/CAP "LS 6474"
c>> BUILDING CORNER
z •I I E 6" PVC E=157.96 1.27' W & 0.81' SOF PROP COR
el I �
o 4 I
' I
yg
I
I
CB TYPE 1 RIM=161.58
IE 12" PVC N=157.98
IE 12" PVC S=158.08
I IE 8" PVC NE=158.48
IE 8" CMP W=159.68
I
I I
I I I
TREE LEGEND
Al2" -
12"
ALDER
I
-12"
I
O
12"
0
M12" -
® a
MAPLE
{ FR12"
-12"
®
ee by
y� ,yy
IZ
I �3
�CE12"
- 12"
O s
I
W o
J a
I
I
Q °I
nhRp6
FH�
w
Q
� �y
o
y0.
TEL MH
---
DOUBLE YELLOW I
CB TYPE 1 RIM=156.04 ,y"
IE 12" CMP N-154.27
IE 12" PVC S=154.32
POWER POLE
w/TRANSFORMER
w/UG DROP a
STOP SIGN
LIGHT J -BOX
N89°02'25"W 26.73'
(2)MAILBOXES
CE 17' DRIVEWAY --
d
CB TYPE 1 RIM=157.66
(FULL OF DIRT)
MAILBOX--
DOUBLE
AILBOX
CURBCUT
POWER POLE
w/LUMINAIRE
N89°02'22"W 24.96')
CB TYPE 1 RIM=161.58
IE 8" CMP E=159.78
r0
BUILDINGOVERHANG
+OVERHA—NG EDG—E TOF 16
CONCRETE BUILDING OVERHANG
-I ° EDGE OF I ,gBUILDING
l ° OVERHANG
- CONCRETE
EXISTING BUILDING --_-_- � -__ I Igtiy.
o
III II I IIIgg9k
�HOG W
IRE FENCE
+I ti DOWNROCKERY __ ______
BUILDING
$ — — — —
6 g�—��6��— — — g jy
oye 6, 13.5'± ye,5 ° ,6 +'— 3.5 ± 6"° 4
x,60 }6$tiy 22.0'±�j / 9ti I I'' I I I I titi
" _ N89°02'28 W 481.=
/ ® 11 I I / Ia�tiy 1 I
SSMH RIM=150.58 166 WOOD FENCE I a' /
IE 8" PVC N=138.93 +�0 —�� / WOOD FEN E� 10 / / a I I 1„ I+ I I F�J 3 4" IRON PIPE
IE 8" PVC S=139.03 / 168,°$ 1ti MISC ®tig ® I I 1.2 S. x 0.6' W. OF
o / I ® R PERTY CORNER
IE 8" PVC S=145.38 r 1�Q �/ DOG d, / ®2� tig2 16
I 141
III k2�a
IIS /I
FH r rj��C 1a H USE OVERHANG ®tig ® GONG PAD I
I / I
� }6g61 / �� OIL TAN / � 6 ®�'o ®�'L r 31 2u r
ROCKERY SO---- "y y
DECK
w SEPTI TANK / EXISTING
3e1
AND;, AINFEILD ✓ CONC LA NG HOUSE I I° x" I ," o k1y+/ ®1°cbQ
v Lo g CONC STAIRS " WOOD I�-- -® / N + / / x�
l o / ° y1 5 / / I, STAIRSHOE
„�.
FND 1-1/2" IRON PIPE �/ /} ��,/ / GATE �'�, g I NCE
3.4' W. x .90' N. z "� 1ti /PARCEL A
/ 1
J OF PROPERTY CORNER e� SyCO®`" 6y / 16
91"® 6 RtTACNOING I ,"6y / / / / I III I n
co / f �,11 LL ® 1 11 I I 1 CO I I I I
° END LEAD & TACK MISC FENCE POST/ y / ti- aa-��_ s o ® 1 % I / ® I °I o I I
° ya yyti FND 1/2" REBAR/CAP "LS 6474" OF -� DECK $ �V� ® / / xg o I I
I 26.81' W & .19' S OF PROP COR/' DRAIN
POWER PALE w UG DROP + y ��3 STS ® �, / cV
" / �' MISC FEW E POS "°. _ ti o
ti I / I
x\VO w/GUY ANCHOR POWER POLE x"°a ROOf 5q\ 6 ELECTR EAS ENT k6 J ti I I cN /
I
I ( SSMH M=15 00 x-W�TRANSFQRMER ye " e x� / ti PER R NO. 602 496 �• xti
" I ° w UGI DROP x1oo. ®ti' x�"o BUI ING a DR Q ®�" P� ®10� 5 / " / / /
�tii yg, IE 8" P�GN1� / y' ; "_ RHANG� °ETAL 6�,a/ x ® S IC TANK-�0.Ia I SHED8l �,��
PAROL B ��O "; cfl ti� r��' .,v 4 v o� MISC--PQT`_-� ,a°� ,� yg1L p ® LEC FENC.% 'C7`�Ta EBAR
co ep � x `----- v,9 -b� i ao y I� ® 8" xtio o � I A D LS 6474„
i
____
P off P(oH) P(oH) ---- --- ------ P(o) --r------P----- - - X139 ge x 'g e - o / x I 0 8 I� 1.2' W OF
y 6o M 0' x,b x, x - g%480.99 6 BARBE }RE FENC ti^ (DO— ® 1 P 0 {{ TY CORNER
0o x` ,�,, WE _ ® 13" N89°02'25"W 1. 1�,,W 14 ®8' I �aNb�
� w9/8
„ ® W11„ ® ® W12„ 12, ® W wt
y w14� / w/TRAN FORME w1 R /
W10"/8'X ® 8' X3 ® 8' ® 2' x 4 ® 17" 2 + yy fig,
W9 ® W6 X3/8"X3/10" p W UG DROP 11" 1 ol"4„
x wX2 ® ®w1�x2I / X18 EDGE 0 DIRT PAD ® „x 1s"
15, ti / I w8"x2 / Wg' GUY ANGHLO 8.7'N±fS DF PROP E r
o-6 W6 „ �� C ®(2W6, ® W10'/12"/, „ W ,X4 ,14"/ 2� { ®OW7" { ®4W 9" ® W�2 / l / xh.Y ti,,ti?" ri
y y I xy 6tio W10" � 10"/15"/9" / ® W iss.a3 3 / ® 1I1'� I I I x
3o II „ / Lb oW10� W8, /6„ /0'X3 / / / / II �c�
�� I % /
w8" / /
9 8, O W8" ® W8„ 06 y6 ,x W W� ERY T
y I` I I y x,�O xa6 I ® 8„ i� , 15 �� �W7" 0„ ® bM15,/t „/ „/7"(/10,/g„ x�
n,y 4 �,yas O ® W6" \,rJ 7„ 8„ 1 / / xry� ® /
6 / ae° CW 10"x2 )
oo� �S 00 l xy % ✓t „X2/9" � 8 V4'0/13"� W10" /�g8 ( W) w11" M15" 2 10" 14" M)4„/IS„r tl O
/ 6 2,. / PARCEL C / I j/ I/ !
M10” w ! W 1 0” x oti ® W1 / / / /� /190
/x 9 �a5
o I " I / yb W8p� qW8" /W12 /( ®AWg' 0„ �1 80 ®aW15"/�x
/ �� / �� o
ro / 1w
r Doti° / 6 r1 ���� J� J J J719" r(�O) „ �� ® w",W9" / / O ItipO. / ®� I k do
�. ---- 0� I 5 / W14 �� / r`) xti
IiI ® 6" / ® W7 o
/ 1v� O
10 ! J } ® 9 / / ® W13" / 11"X4 \ 94 ® 6„
z /// ® / ® ® W9 ® W 1' 0 13" �� ® W6„ N O I ay / O
w1o' I O cp . ® "/I
IW9 ® 70' g,o O� N C X n f
y 00, / 1 �" W14" W7" ®' Wo2fW,':'S/ w x 6„�ti_z ��15"X ®W6„x7 w x
W18' / J @, W17' �3® / / 6w11" 1 l I ® W 8'J �titix n
g I w w8/ wt ® \ ®w8" / SQUIRREL FEEDER 1' OE W7" .9 / w ® w7" YYY �»> / f xti °g I I N N � „� C)3/
x�— a,6
I
W12„/ / Vy'J,\'01
x
„ W14„ 66°g ., Jw1 ' / 16a” + WOOD RETAINING W7 w6„),b„//w1 s” ® 1.. ,,x2/18„X2/6„
x ® 16 �;8 1"ti ,, I , °g WALLS 8'± N OF ® / / W19 I /x T p6 I I I ^ �I
I , ® W8' x x ® W9' yy. @/i 13 W 1' y. W 8" Co Q
� yg I w 10” x 6yti, /� / ® W6"/ _�v10 , ao� 0 W17"6 �j5 x- / �+ (� �t 1 EPS ® W2 "® w�
`°D / 1 I gx ,69ti / 8 �x / / / - � 0 1 8 e a .” 5gO ® /1 L01 I I I Ixtiyn7 N
O 6°'II �x6 x 216 x J I y
e 0 W8" /
d 9 ®y WO FENCES, i x,, w8" / ® 14 BIRD E 9 g \ --� x,gB^ti/ /
177. 5.6± F fL gyao a' RELLIS 9oa Q ti ti �7 ��°--// 07.796
ti NCE ON xas" "gx,, x .°�_ — — CAP EDG ti 2 , ^y o I I
{
BUILDING y° S89°02 22 E 630.82 s9
ROP LINE OVERHANG ,"5o x ky6 I BUILD G� 48, yy�,9 9
° , / OVERHANG �� i 191 2 �g, Jv 9 5ti .�° dig tip0 - Boa®e 1. + o o$ . DS 1o$A DGEp9
Av N
6 NO PARKING / g. gk' g9� otiy o 5.25-=�<°"° °$h o9°g _- do 21 .�5\ I ltd N I tiSy�
° SIGN FENCE END x,," alp �o jos tio. I I I N Nx
° 1,y LIGHT J -BOX 1.5'± S OF R xLANDSCAPE WOOD ?' ss STEPS 30 1 ` \ N
C� KEYSTONE. LANDSCAPE
6 CB TYPE 1 RIM=160.06 EXTRUDED CURB PAVERS C�y RETAINING WALLS PAVER WALK w/HANDRAIL ROCK WALL \
IE 12" PVC N=157.66 EXTRUDED CURB ROCK RETAINING WALL r�'��} WALLS LANDSCAPE BUILDING I xtiyyg°
y PAVERS EXTRUDED CURB OVERHANG
, IE 12" PVC S=157.76 � � FND 1/2" REBAR/CAP "LS 6474"
c>> BUILDING CORNER
z •I I E 6" PVC E=157.96 1.27' W & 0.81' SOF PROP COR
el I �
o 4 I
' I
yg
I
I
CB TYPE 1 RIM=161.58
IE 12" PVC N=157.98
IE 12" PVC S=158.08
I IE 8" PVC NE=158.48
IE 8" CMP W=159.68
I
I I
I I I
TREE LEGEND
Al2" -
12"
ALDER
CW12"
-12"
COTTONWOOD
D12" -
12"
DECIDUOUS
M12" -
12"
MAPLE
{ FR12"
-12"
FRUIT
-xF12" -
12"
FIR
�CE12"
- 12"
CEDAR
-xCO12"
- 12"
CONIFER
xP12" -
12"
PINE
T23N
T
S25S30
N I ^�
S36 S31
4ER5E
-
I
I
T 23 N
R4E R5E
36 S 31 _
t
4
I
N89°04'24"W -
2286.17'
S89'02'1 9 "E
2347.23'
4
00
LnN
T 23N
T 23N
1 S30 S30S29
4 S31 S31 S32
R 5 E
R 5 E- - -N89°02'59"W
266 .46'
PUBLISHED PUBLISHED
KING COUNTY KING COUNTY
CONTROL I CONTROL
WCCS 2885-3812 WCCS 2884-3811
, I �
' I I
w w
S894'36"E N
o I N 265f.09'
z � gSiS z I N
CS
' 4987.95'
T 2 N
1
4 - --
R E
I
SITE
� T23N
_ S89 _ 1
264 .72' S 31 IS 32
5 E
I ,
W
T
a>
� T
N I ^�
W
W
Of
o
O
Ozcf)�
>
:,t Ln
T
00
DIN
�o
rl-
I olC
zIN
z
x
Q
I I
PUBLISHED PUBLISHED
KING COUNTY I KING COUNTY
CONTROL CONTROL
WCCS 3834-5812 WCCS 3996-6011
-S88°35'15"E- _ _ S88°2'48"E
T23N 2408.41' T23N
R 45 E 2616.47'
S36 S31 R 5 E T23N
S 1 S 6 1 S 31 R 5 E
T 22 4 T 22N NS 31 S 32
SUBDIVISION OF SECTION 31 ST22N5
NOT TO SCALE —
SURVEYOR'S CERTIFICATE
THE UNDER'�,IGNED HEREBY CERTIFIES TO TALBOT PLACE MEDICAL AS OF THE DATE
HEREOF THAT THIS SURVEY CORRECTLY DEPICTS THE CONDITIONS OF THIS SITE
ON THE BASIS OF A FIELD SURVEY PERFORMED IN JUNE, 2007,
WILLIAM R. WORKMAN PLS
WASHINGTON REGISTRATION NO. 41298
DATE
�\PM R.Wok,
A )
, ,
� o
F 41298 0 ��
Vq L ANS
EXPIRES
O
U-
0
ai c o
U
O
U
(n O >
T
a>
� T
00
W
Of
o
M
Ozcf)�
>
,L
o
T
z
w
�o
T
o
z
x
Q
z
C/)
UzujC3:
w
Q
o
—IT
W
Lo
<
O
LLj
1
O
V)
3
p
O
V/
U
w
C'3
cj)
zQ
0
o
T
N
_
U
a-
W
cj)
�
N
O
H
W
13L
J of
1--O
Q
°6
O
M
Z
—
a
Q
Q
Z
O
Ir
LL
O
Y
�
Q
cc
W
(A
`
m
Z
O
o
_N
CV
O
z
O
U-
0
ai c o
U
O
U
(n O >
T
a>
� T
00
Of
o
M
Ozcf)�
T
O
w
Lu
N
z
x
Q
U
C/)
0
M
N
Q
Q
rr)
W
>
Q
O
LLj
1
U
0'^
V)
3
p
N
V/
U
w
Z
cj)
Q
0
_
J
JJ LL
_
U
>
cj)
w W
N
Q
N
N
J of
Q
mLLJ
N
~
Q�
ara
0
�
L5�..�
J
`
W
CV
O
U-
0
ai c o
U
O
U
(n O >
=
T
a>
� T
00
Of
o
o
Ozcf)�
T
�
w
N
z
x
Q
ow
N
N
Q
rr)
N
>
z
U
O
N
1
elf
z
V)
3
p
N
d
a>
-
0
0
U
Q
0
=
T
a>
� T
U)
0 U
o
N
z>
Ozcf)�
T
�
w
J
�
z
x
Q
ow
LLJ
Q
rr)
N
N
z
U
CD
N
00
elf
z
00
pr)
N
(D
I--
00
j
ly- z
N
I
w w
Q
z
N
ECS
N
w W
N
z
N
N
J of
U (n
L �
T
a>
� T
E
o
N
U)
-' T
T