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Vertical Datum:
City -of Renton (NAVD 88).
.
` Benchmarks;
Bakie .No. 1,
City of Renton Control Point No.478. Found copper nail in
concrete at the intersection of Union Avenue Southeast and
Southeast 2nd Place. -
Elevation: 391.04 feet.
Base No. 2:.
City;of Renton Control Point No.1503.
Found;copperpost, incased, at the intersection
of Urfion-Avenue Northeast &Northeast 4th Street.
.
Elevation 401.02 feet
Site N9.1Found PK & washer at south side of SE 124th Street, between
house No.14110 and 14114, 15.7' northeast of power pole.
Elevation: 460.24 feet.
Site No. 2: Set PK nail near southeast corner of site, 11.6' east of east
cyclone site, 16.4' northeast
Elevation: 458.64 feet, :
Elevation: !
Basis. of Bearing. -
Positioning System (GPS)
Lambert Grid Washington State North Zone coordinates. A
I ,
convergence angle of 0'5B'58 was
applied at a f c..stamped
"10/15" on the center line of NE 4th Street, marking the
.. - I '
South quarter corner of Section 10, Township 23 NQrth,
_ ,.
.
Range 5 east, W.M ' . The North
-
(NAD'183/01)-_grid ,18079,935 Ir.
11
13139$0.8B7 at that point. The inverse of both thsea
level correction e grid scale
factor.2171 was applied to the grid coo0Idinates
forshownground distances. .
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; . 11, %, lk, Nep 0* MO .
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- - - - - -- _. ,..i. I , 7� - - _ 17! - - . C� �_ - - - - _,_ - - 1: - — "_ _771 71 - 7 - 70 cTeFy- # - - LO
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: 1-7 (n P � 1 I .330-34 . . . 330-74. ' _ cLou - I . 322.98' 4
-
— . . _,��4-)
C) - S89-19'36"E Lu2.145.96,'
M (D : 0
Legend:
- 1.
I
& = Monument April 01, 2005
ig
� 1-3arl.-it.,ir-;, - we;'. friannole
-
, I
'W = Gas meter (GH)
.
N
.- il - sl�_A )
, - " j
Cj1;i.i1_�._,e -i -_-,-we , sl_
Ij . .� . -Uri out Un SO
.
bf = Mail box (MB)
�.
-
-
= C E:', j-') I e i unf_•C 'Lon Dox (CJB)
H = Power meter
0
= Sign I
nsformer(PP/T)
40 anchor
I
Bollard
=Yard light
I 11 I
LS = Light
UP =Underground power
.Surveyor ) s Notes:
I ) The monument control shown for this site was accomplished`
by field traverse utilizing a one (1) second theodolite with -integral electronic distance measuring meter
(Geodimeter 600) and Real Time Kinematic (RTK) / Static
Global og System (GPS) . Linear and angular
closure of the traverses
332-130
2) Utilities other than those shown may exist on this site.
Only those which are visible or having
of their installation are shown hereon.
3) This survey represents physical improvement conditions as
they existed July 27, 2007, the date of this field
4) Legal descript
research has been attempted.
5) Offset dimensions
to property lines.
6) It is not the i survey to show all easementsor reservations for this site.
W
�
�
pescription:
Parcel A:
1ot2, King County Short Plat Number 477114, recorded under
Recording Number 780412-0882, in King County, Washington.
1.
Parcel B:
The west half of the south half of the southwest quarter of the northwest quarter of the southeast. quarter of Section 10,
Township 23 North, Range 5 East, W.M.. in King County, Washington;
easementTOGETHER WITH an across the south O.feet and the west 30 feet of the east half of
the south half of th-e southwest quarter of the northwest quarter
of the southeast quarter Section 10EXCEPT any portion of said ;
easement'County Road.
Situate in King County, A
Washington
rr--. M Lnn
10n -
" - u : C
M n n r`
0 300 q00 .-� CM
0-4
—11 11
.. - _ % _!z i .1
1.7_ 11 I 10 ' ' . - . . 1321.3 1 I' 10 11 �
15 S89'20'09"E 2642.62' 1 15 14
*
Scale* Northeast 4th Street .
of
1 Section 10, Township Section 10, Township" $South 300 23 North, Range 5 23 North, Ra6ge 5
East, found 3" King East, found 3" King
County surface brass County surface brass
disk stamped "10-15" punch
-7
-;,I,e /
1
CENTRE
I
I I -
= cc
, ' �
206 Railroad Avenue North - Kent, WA �98032
. 1
C=1
1.�.
.
258-813-1901 main 253 -8134908 kx
- -
�
- I
, .
- . .
, . .
.
�
. 1,
-, .
DRAIN BY � � �
Nguyen I
. .
I
CHECKED BY.
. S Woods
I :-
..
- .
. I
- - '
DATE: july 31, - 2007 .
. .
JOB NAC' TOPO . . .
--'
,
�- - - -
.,.,-i,;;.
_ - I—
"-"- " "
�
.. - . ,
SCAM, j - = 30' � , JOB NO.: 2907.
. I - I _1� - - .
q1W___ � 1-1. - �, -.-... . -
"? . I I
.
BOUNDARY &TOPOGRAPHIC SURVEY
A portion of the NW 1/4 of the SE 1/4 of Section 10, Township 23 N., Range 5 E., W.M.
City of Renton, King County, Washington
SEE SH i :.�l OF 2
North line of
S1/2, SWI/4,
NWI/4, SEI/4
Ln
4" 2
T) A
.4�1 11 ii;"i
r5 ar 8
g,,
C.
cyclone 12'one Tf e6 n c e
- A7� 'N & E
Cu 09 NE39 '19'28"W 501.65'� 0.4 0.9
010
T) 4 6 cyclone fence
e
lo
4' c ",-lone- -fe-h
8' X
Wood fence
170. 80
IN
Cn LD
CD lap -- — — — — — — — — — — — —
0 �) " N \ 0.1 IN
111 77-, ` - Uj 7 IT- --w-0.0 303.87 zt
yd
S89'19'28"E� 132.27'•
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East line of
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W1/2, SWI/4,
A
NW 14, SEI 4
77
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lot line A,
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yL
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�Ll�prbea lone
5' 9 cyclone
L�.. fence i `�-;%
D .. . <, 1. .1 11'. - lf?� 30'
X,
OP*
Ld rr, Proposed fence
4J. Power pole with
barbed X
Z transformer
Honeybrook IT,
wire f
ence 0,
; - 16t- � :.c
fiarn t, . cl:
I - , I . -
V Circle I k 0:1
Ld' Plat b1b. F
Shed Cd
12" concrete
culvert
a t
.7 gl:460IE -4-)
0 30 60 .81' IE-5
WX C 0
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Li
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0
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U E
Culvert'
Lo X
4 Ln 460.
9
N 4
:C
09
t4lp I
12" concrete
culvert
Site I benchmark 46 . I 0.41' IE u-
5pha it
bh A iet PK nail in --asphalt
e v a t i o n: 60 24 fe' 0
S1 E 4 et Southeast 124th Street
0,
hbvb V6, 11 4 cyclone fence gp 6' wood fence
—x
z RetaininQ wall: 0.2'E 4J
"N
CD -0 i3.
1%
2 bollard
AM'
41
le \(a t 10..a
(D -
A Power 12" concrete
1.6'S 0.1
�h.djt.:
d ...:A� . ..
X
Fence
4 NJ
Retaini'ng7all
. . .... - . �:s k, 460.07' IE
114 L� 0. 0.4'N meter
. , . .: culvert
a2a' a:
i Mail box
0 Q). cycldhe
-T-
h A r transformer
1011 -12"Qoncrete
I 14\.7L-L- I L-/ L-L-\-/i IVIL-1 N 1 30' Easement for road & utilities
3 Cyclone t1r1PV culveft
I A N 11,N1 r-\/ r--\ r- k r- I h A r- r\ I -r Deed Rec. No.20060703000665 459.71' IE
fence p c
-\I VOL-L I L) L V L- L \,J I v I L_ 1 \4 1
I U post 12 concrete cL
�6 culvert
U0 IS, ..�a�..'.S
% 1p= 1, 1 f .. . . ..
\,A \ > 459.5Z)' IE
J
cn
cx'
j
South quarter corner of
Section 10, Township
23 North, Range 5
M
cy, S89 .1�
-------------- - - t
a
6
r
10 East, found 3" King
County surface brass
15 disk stamped "10-15"
30
Power pole withij
transformer
EXPIRES �/
Legend:
Monument found. Visited April 01, 20Q5
Gas meter (GM)
Mail box(MB)
I@ = Power meter
PV = Power vault
9 = Power pole/transformer(PP/T)
Ah = Guy wire anchor
X = Yard light
LS = Light standard
UP = Underground power
ary manhole
S a i i i i.
San'I.tary .,�ewei,, stt.j�? out(ssso)
Cable juflction Dox(GJB)
0 = Sign
e = Stop sign
[A = Catch basin
Bollard
i4z�-, t. e wie tl t, 'W
Hater. ,,al-vcy k
N a ". e; !,vl 4, 1- 3 L
DEVELOPMENT PLANNINC-1
CIP( OF RENTON
fjc,r - 1 2007
A i -k-,2 C 't', 2 v E
compiledon this map has been byK] County staff _____�____ CONTROL MAJOR SHORT PLAT
/''�^''^"'^''�'~'''-'--- and iosubject toChange without notice. King C0NTR�LNl|NO� PARCEL _
from a variety of sources
County nnakaononnpreoanIar/onoo,mu/.a..t"".express -.'_ ,
-'
�~-----___ __'____ �-''muummAn,
accuracy, completeness, timeliness,or�ghtstouse ofsuch /»fornaUor. ORIGINAL PARCEL
RIGHT OFWAY
K�' County shall b� |\ob|ofor"^ygenera[apauio|,indinao1' parcu(Goundsry
incidental, ucconsequential damages including, but notlimitedto lost PLAT EASEMENT /atuajKajnr Boun
dary
ofthe information
'e»nmuas or lost p/"'^`� resulting from the use /rmisuse
\ of this map or information on this map is
- --
containadonthimnna�' /\nYsa�so pnohiexcept xoaptby written porn«/aslonofKiimACount� (
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NEW
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BLUEBERRY
LANE
North quarter corner of
Seddon 10, Township A PORTION of the S.W. 1 /4, SECTION 32, TOWNSHIP 23 N., RANGE 5 E. W. M.
10
23 North, Range 5
East, 3" King County
brass disk stamped pater
paint'
"3=10" on concrete post
1 co SANITARY SEWER MANHOLE 12' CONCRETE CULVERT 't
RIM 451.17
8- PVC E 4452.2 IE 466.13 IE
1 l B" PVC SW 452.20 IE
u I c, Mail box Asphalt of
m
� CATCH BASIN
Lo v
0 CD 12M ASS N6459.00 IE I I I I I ( i2' CONCRETE CULVE T M
o I 12" ADS SW 45B.71 IE
= 4' ADS N 459.10 IE ( SANITARY SEWER MANHOLE I I 465.34 IE
R M 467.50 „
9� l B PVC W 453.97 IE 1�1
°o. l `� �
Building '
112' CONCRETE CULVERT • ;I;I
1� 4' cyc one ence SSSO Ste` -WZE
M - _ �r = - - ._, :- 1� t�°ncrete 1, ter meter _.Concrete P \ --' 465.34 IE
" �"
aiHYdrw-
n ng Lr� M '� ___ - - - j - _
GW _
Gravel\\ M O ign
_ - ra
�'� / L-------- - I - ---------------- M Water
- _ - ---- --------- ---------- al t
SANITARY SEWER MANHOLE �. �- - - - - - - - - - - - - - - - - - - - - - top
RIM 454.71 ® 1 _ --•\,,,,_„• „�, _ _• - Oot_h- ST. _ S89'19' 19"E 631.90' /� /�1-- s\n c h
B" PVC NE 441.64 IE \ _ _
8" PVC NW 441.26 IE \ ,� 00 _~o SSSO _ _ -4 cyclone fence - - '- --'-- '� -'--7
B` PVC W 440.89 IE a *' - ---- - _ r� _ - _
�� 0 /-_ ��_ - - e. 4' cyclone fence - / / _ gl
b I �- , -- CB o tr O
CATCH BASIN � J ate, \ � � � \ � / Grave '
RIM 451.94 - �,,;y� toj �e fence \
12" ADS NE 447.15 IE �0-.__� �J I / >YlWM if / PJ2x2'_11d _ ra`ta
4 ADSSWS447.8S96EIE o .1\` o '\ -� I / / / N89 ' 19 9 "W 130_. 04 '-I` -
I y 21 \ I 20 ` 1 / Q "_ ///) // iShedl !-Deck Building
Co
12" CONCRETE CU VERT i
464.51 IE ;
_ _ - _ - \\ .- _ ._ - I -Gravel /
\�'`., '- L 74
(58043) SFSF� I
2 � I 10
l 19 7
n I
"\
I Garage
/\
2
_23 / I / / r I iv
J WV® l7Hydrant �' \ _\ ' 18 6 _ I III _
WWV Water paint wfdP ' /
-- I�7 - ,�-- -
C\ I / I I S 4' cyclone fence
y \ \ 21 / 21 / / \I Building a _
7 1 Y Ln Gate c'v
• C� I I / B
C
Cv)�� I Overhang ? N G 1
�� u ® I o - � ---•--.�_ .- _ �.� ._ ,- \
- Overhang
/ � LO
W24I I a
v nL o
'J o� I 12 1
ILTX /
I I 1 �I ' I \\ arage I ( 3
5' 1- - wood fence
Garage
I
13 4I Shed
85.
4 cyclone fence N89 ' 19' 26" W 501.65 '
.-
i_,• � 303 . 6•%_� .. cyclone- fence _:,._ 4 - - l_,..-:�-�,-�„- 6 clone fenc-d.........--�. - - -
cyclone
H __ - 4 - 170.80� o Wood fence
- S89 0 �9 - 2 („E 132. 7 ° I 15 , -� MH i
-�. C
\ M1 1 1 (D `..` 1`\ \ a
NOTE: WATER `°1 -A70 m 30'
i \ I �
SERVICE WILL BE
PROVIDED BY KING ► 1 21 �, \ to
IIi DRAINAGE DETENTI VAULT
oCOUNTY WATER ; - I
W S8919 28 171.20 LEVEL 2 DETETION STANDARD
90 �DISTRICT #
SU SURFACE CONC. VAULT
II I I I I VAULT DIMENSIONS: 138' x 70' x 10.0' DEEP
� I TOP LID ELEV: 436.5
01`
NOTE: 31 I I,< II DESIGN 50 YR. WATER LEVEL. 434.5
ALL SEWER PIPES ARE 8" PVC. to I---- Q - - - - I - - - I I BOTTOM WATER LEVEL/OUTLET: 424.5
ALL DRAINAGE PIPES ARE 12" CPEP. I I C-)I I (TC I I I VOLUME PROVIDED: 96,600 CF
VOLUME REQUIRED: 96,263 CF
goo
I 0A0 I I WATER QUALITY: WETVAULT
I Q:� I
O I I WETVAULT BELOW DETENTION STORAGE
Qi I
1o' B V N I TOP WETVAULT ELEV: 424.5
NOTE: DRAINAGE FROM 27 M I BOTTOM WETPOND ELEV: 420.5
111
) I 1 e c' ' 1 L?' I I �;'
0.5'
LQ
` CEMENT
CONCRETE VER T
CURES & GUTTER
2%_ 27
_ 02%
\
5" CEMENT CONCRETE
WALK
5" CEMENT CONCRETE
WALK
2" MIN: COMPT. DEPTH CLASS "B" ASPHALT CONCRETE
4" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE VERTICAL CURB
2" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE
GRAVEL BASE (CLASS "B') MAY BE REQUIRED PENDING SOIL CONDITIONS
i yP IN TERI 0R PLAT r 0A D
w
NO T TO SCALE z
J
w
470468
�
.�.
J
CK
CN _ .. .
PROPOSED
cs� ....__..._
_ .....
...........
O
466 z
-- - - - -- - -
- --- - CENTE
LINE-''_
__. - --.._...........
.. ...
_._..__... ...
.__.._. _
.z
._...:.....:
O
EXISTING GR
DE -
464 -w
----
PROPOSED
ENTERLINE
1-
462
-/ -
-,
:
/
460�
-- - --
__ - ----
00
458
�
:
U
456
-
1 +00 2+00 3+00 . 4+00
PROFILE FIELD PL. NE
SCALE: HORIZ: 1" = 40'
VERT: 1" = 4' w
z
470
J
. _.._.
_ ..: I
EXISTING GRADE.
@ - �
_
a-
d
I-
PROPOSED CE
TERLI NE
=
468 Q
........ :.
�, -.- ______�
�.ry
N
466 =........_
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,...
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-�
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464 0
CE
ERLI
T NE
-'
462
,
.......
4
00
458
:
456
v
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1400 2+00 3+00 4+00
REVISIONS:
V
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Wa
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Vrr rr�� �
N�Lo
Z \�-. N
Wo 0o
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HONEYBROOK CIRCLE DIV. g
2 WILL BE ACCOMMODATED 13 T ACT A I I I VOLUME PROVIDED: 25,392 CF PROFILE �- GRAHAM AVE. NE
SCALE: HORIZ: 1„ - 40,
J
WITHIN THE TRACT "A" 1 5, I I SIB I VOLUME REQUIRED: 25,169 CF
DRAINAGE FACILITY FOR I � '"�• -
THE PLAT OF HONEYBROOK 70� VETVAULT DIMENSIONS: 138 x 46� x 4.0� DEEP
VERT: 1 " = 4'
CIRCLE -- -- -- --
i° 0o
I
(00 ca
DRAINAGE Lr)(3)�
I DETENTION II I II I I 470 w CN
CONCRETE DRAINAGE DETENTION
VAULT/WETVAULT WITH CENTER
DIVIDER WALL.
USE ONLY 46' WIDTH FOR
WETVAULT.
7-
138 i VAULT &
I WETVAULT
46' I I I
WET
VAULT
J
cs
� � 13'
CB_ _ I-
CB
EX NE 6 th ST. MH CB NE 6 th S T.
CB
L- -- -- _- I
h EX EXIST. CB
CB RIM: 410t
IE: 407.5
HONEY BROOKE WEST
I
B
CB
( IN FEET )
1 inch = 40 ft.
MH
I
160
.J...
EXISTING•:GR
DE--.@...-- ---.
_.--....__.._
:.-
- - ---...
- _...... -.. ...
-._._.. _..........
....._..
468 Q
. -._ . I
PROPOSED
I
GRADE ®
PROPOSED CENTERLINE
-._.
_..
w
m
Z�
CENTERLIN
I '
I
O O
466
-
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- -
a C;
F--
-.
O
I -_
°
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4 64 cn
0):
462
..
-
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+
W_
:
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I
460
DATE: 7 10 07
I
W
z
SCALE: 1 " - 40'
458
w
_
__ _...
...- . _.
.
-'
V-.._..._.._
•w
z
_ ..... __. _..
I
J.w._
DESIGN B Y• JJJ
DRWN. BY: JJJ
456
U
Q
4_00 I 2+00 3+00 4+00 5+00 6+00 7+00
APP. BY:
O vITY,rCO3PJrc��1y��jpjfy
JOB No.
PROFILE -- NE 8th ST. OCT__,
200%
SCALE: HORIZ: 1" = 40'
VERT: 1" = 4'
SHEET
OF
VOLUME/PAGE
n
a;
FILE N0. LUA— 07-114— LLA//LAND RECORD N0. LND— 30— 0337
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N.,
CITY OF RENTON, KING COUNTY,
11101FAMINVION11
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN
DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040
AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT
SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF
THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
ACKNOWLEDGEMENT:
STATE OF WASHINGTON )
) SS
COUNTY OF l
THIS IS TO CERTIFY THAT ON THIS DAY OF
2007. BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED
TO ME KNOWN TO BE THE
PERSON(S) WHO EXECUTED THE FOREGOING DEDICATION AND
ACKNOWLEDGED TO ME THAT SIGNED THE SAME AS
FREE AND VOLUNTARY ACT AND DEED FOR THE USES
AND PURPOSES THEREIN MENTIONED.
WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR
FIRST ABOVE WRITTEN.
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON. RESIDING
AT
STATE OF WASHINGTON )
) SS
COUNTY OF )
THIS IS TO CERTIFY THAT ON THIS DAY OF
2007, BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED
TO ME KNOWN TO BE THE
PERSON(S) WHO EXECUTED THE FOREGOING DEDICATION AND
ACKNOWLEDGED TO ME THAT SIGNED THE SAME AS
FREE AND VOLUNTARY ACT AND DEED FOR THE USES
AND PURPOSES THEREIN MENTIONED.
WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR
FIRST ABOVE WRITTEN.
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON. RESIDING
AT
RECORDING CERTIFICATE:
Recording No.
Filed for record this day of 2007 at _
_.M. in book of Surveys at page at the request of
Stephen H Woods
,Manager Superintendent of Records J
LEGAL DESCRIPTION:
PARCEL A:
LOT 2, KING COUNTY SHORT PLAT NUMBER 477114, RECORDED UNDER
RECORDING NUMBER 7804120882. IN KING COUNTY, WASHINGTON.
PARCEL B:
THE WEST HALF OF THE SOUTH, HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER OF THE -SOUTHEAST QUARTER OF SECTION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST-,= W.M., IN KING COUNTY, WASHINGTON:
TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER AND
ACROSS THE SOUTH 30 FEET AND.THE WEST 30 FEET OF THE EAST HALF OF
THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHEAST QUARTER OF $AID"SECTION 10:
EXCEPT ANY PORTION OF SAID EASEMENT LYING WITHIN COUNTY ROAD.
SITUATE IN KING COUNTY, WASHINGTON
BASIS OF BEARING. -
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 0'58'58.93" COUNTERCLOCKWISE WAS
APPLIED AT A FOUND PUNCH IN 3" SURFACE BRASS DISC STAMPED
"10/15" ON THE CENTER LINE OF NE 4TH STREET, MARKING THE
SOUTH QUARTER CORNER OF SECTION 10, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M.. THE NORTH AMERICAN DATUM OF 1983/1991
(NAD 83/91) GRID COORDINATES WERE FOUND TO BE 180979.935 /
1313980.887 AT THAT POINT. THE INVERSE OF BOTH THE SEA
LEVEL CORRECTION FACTOR OF 0.999984535 AND THE GRID SCALE
FACTOR OF 1.000002171 WAS APPLIED TO THE GRID COORDINATES
FOR SHOWN GROUND DISTANCES.
SURVEYOR'S NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC
GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR
CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC
332-130-090.
2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS
HAVE BEEN PLACED ON THE TITLE REPORTS FROM CHICAGO TITLE
INSURANCE COMPANY COMMITMENT ORDER NO.1240975, DATED
JULY 5, 2007 AND 001179476, DATED SEPTEMBER 21, 2007.
NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED.
3) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
TO PROPERTY LINES.
4) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED JULY 27, 2007. THE DATE OF THIS FIELD
SURVEY.
APPROVALS:
EXAMINED AND APPROVED THIS DAY OF 2007
CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS:
EXAMINED AND APPROVED THIS DAY OF
KING COUNTY ASSESSOR
LAND SURVEYOR'S CERTIFICATE:
This map correctly represents a survey made by me or under my
direction in conformance with the requirements of the Survey Recording
Act at the request of JayMarc Development, Inc. in August, 2007.
Stephen H oods
Certificate No. 38965 J
DEPUTY ASSESSOR
RANGE 5 E., W. M.
WASHINGTON
RENTON CONTROL MONUMENTS:
CITY OF RENTON CONTROL POINT 1852. CONTROL POINT 185B WAS FOUND
TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 180903.978 FT./
1316622.376 FT.BASED UPON THE NGS GRID.
CITY OF RENTON CONTROL POINT 1503. CONTROL POINT 1503 WAS FOUND
TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 181067.728 FT./
131l396.623 FT.BASED UPON THE NGS GRID.
3
70col
North quarter corner of East quarter corner of
Section 10, Township Section 10, Township
23 North, Range 5 23 North, Range 5
East, 3" King County East, found tack on
, brassdisk stamped 3-10" on concrete past concrete past, incased
M LO
N
Cu
u7
89.19'03"E 5260.70' 10 11
9 10 2611.40' 3 662.33' 662.33' 1324.65'
LO
CD
o CO •-+
oz pp oo . LO
LO LO 0
LO Ln V1
West quarter corner LO
of Section 10, Cd
Township 23 North,
Range 5 East, ,.
found 1-1/2" brass Ln
disk with punch, S89019'19"E 1323.81' U
incased - 661.91' _ w rn
w 661.91' v Q
c
Slt@ cn o `' (0
In v
Cn I- a) M :T Cll
JI' M S89'19'28"E v " m - -- `Uj t�
o - --- .--- -`� -- --
- -- Cu
661. 70 ' CD � Ln
0 '160.05 in `v
330.85' 330.85' a*
v
_ � CD
o Q} v Lo' C
o
N O
M M m m
LD
330.74' 330.74' 661.49' "' 1322.98'
S89.19' 36"E uj2645. 96'
Ln
Ln
d-
r
oo m
m r-n
9 10 10 1321.31' 1321.31' 10 11
16 15 15 S89.20' 09"E 2642.62' 15 14
S89'02'!4"E 2565.79' Northeast 4th Street
Southwest corner of South quarter corner of
Section 10, Township Southeast corner of
23 N, Range 5 E, found Section 10, Township Section 10, Township
concrete post with nail 23 North, Range 5 23 North, Range 5
in concrete, incased. East, found 3" King East, found 3" King
Visited Oct. 21st, 2005. County surface brass County surface brass
COR Point #1503. disk stamped "10-15". disk with punch.
2007.
1=!
11 .11
COR Point #1852
DEVELOPMENT PLANNING
CITY OF RENTON
DEC 18 2007
ALE. RECEIVED
LEGEND:
300 S = MONUMENT FOUND. VISITED APRIL 01, 2005
INDEX DATA:
NW -SE 10, T23N., R5E., W.M.
SURVEY FOR
JayMarc Development, Inc.
P.O. Box 2566
Renton, WA. 98055
KING COUNTY, WASHINGTON
SHEET I OF 2
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FILE N0. LUA— 07-114— LLA//LAND RECORD N0. LND— 30— 0337
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N.,
CITY OF RENTON, KING COUNTY,
North quarter corner of Section 10,
Township 23 North, Range 5 East,
3" King County brass disk stamped
"3-10" on concrete post
Northeast 6th
PlaceUse
Rec.eNoement
S89.19'19"E 661.93'
0 0
m
631.85' (SP)
10' utility
easement
mRec.m
S89'19' 19"E 631.90' (C)
No .
x x
x x x x
x x
x
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m
Cyclone fence
Cyclone fence
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k �
S89 19' 19"E
130.04(C)
30'
o
30' posible future road dedication
t30'(SP)
XF
8-
per KCSP No.477114
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Cyclone fence
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0' 42.0V W
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S89119128"E 90.00'
LPIN
O
S00'50'06"E 18.01' U)
NEW LINE
501.63'(SP)
S89'19'28"E 501.65'(C)
171.82'
S89'19'28"E 171.80'
O
I Cyclone fence
w �N
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Building
X
Gate
�
Overhang
o
K
Garage
I
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a
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r`
I
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z
North
line of
n ��
-
S 1/2,
SW 1/4,
Shed Shed
1
_NW 1/4,
SE 1/4
i D
IN
N
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Cyclone
fence
Wood
fence
1 �,
1 `O
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CO
27.01 '
- .
170.80 '
W
W
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w
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30' Easement for road & utilities
m —
11
0
Deed Rec. No.5231765
LL,
Deed Rec. No.20060703000665
;14 (
41)
1
I
C
I
v
Parcel B
I
6' barbed wire fence
I
I
+� x --__._x' Shed
Gate /
1
Barn
I
Gate
I
Road maintenance agreement 1
Rec. No.8711i31412 QW) I v
East line of
W1/2, SW1/4,
NW1/4, SE1/4
330.74'
Hog wire fence
co
n
„J.
L_�/ I
m
r \ I v\/.`f ,/\.l I I I
i15
South quarter corner of Section 10,
Township 23 North, Range 5 East,
found 3" King County surface brass
disk stamped "10-15"
C
o W
cu
<.
1
.I U
UC
T (U
" W
I
30' Easement for road & utilitiess
Deed Rec.
No.523175
y
30'/1
��___
Deed Rec.
No.20060703000665
i 30'
m
NE
6 th Street
.
300.73'
m
30.01' '
N89'19'36"WI661.49'
�—
<
-:;
F
X
RANGE 5 E. , W. M.
WASHINGTON
Easement Notes:
1) An easement to erect, construct and maintain
a pole line or lines, and operate an electric
line, recorded under Recording No.347794. The
information contained in this document is
insufficient to determine an exact location.
2) 15' easement for electric transmission and/or
distribution line, recorded under Recording
No.2990202. The information contained in this
document is insufficient to determine an exact
location.
3) Convenants, conditions, restrictions, easements,
notes, dedications contained in the Short Plat
recorded under Recording No. 7804120882.
4) A right to make necessary slopes for cuts or fills
recorded under Recording No. 3312962.
5) A 30 foot wide easement for road and utility purposes
by deed recorded under Recording No.5231765 and
No.20060703000665. Shown hereon.
6) A road maintenace agreement recorded under Recording
No.8711131412. Shown hereon.
SCALE:
1" = 60'
LEGEND:
® = MONUMENT FOUND. VISITED APRIL 01, 2005
® = SET #4 REBAR WITH YELLOW PLASTIC
CAP STAMPED CPS INC. 22338.
AREAS:
Old Gross Sq. Ft. Net Sq. Ft.
Parcel A: 169135 169135
-Parcel B:---108937 "-- 108937
Total: 278072 278072
New Gross Sq. Ft. Net Sq. Ft.
Parcel A: 179750 179750
Parcel B: 98322 98322
Total: 278072 278072
DE1lELOPM�NT P
GYTY * Ft
DEC 112007
RECEIVED
i
INDEX DATA
NW —SE 10, T23N., RSE., W.M.
SURVEY FOR:
JayMarc Development, Inc.
P.O. Box 2566
Renton, WA. 98055
KING COUNTY, WAS HINGTO N
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