HomeMy WebLinkAboutTED4001807.3Ao1r_\%c_
_ h1aTGH LINE SEE S H 7 S
I7. So x
,i 0 17 l2'
x �D Z
Ia S. D•1 o\ W
LA LEGAL DE-6c-pi P<ic)w 20LF '8'� 2L CO I.U% o�CIO
PARCEL A
y
+ THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 23 NORTH,
-� RANGE 4 EAST, W,M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 7
d co .3 r
C B �• 5 _ _ COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 25; THENCE SOUTH 0*49110" WEST ALONG THE EAST 1 TY P E I
-•�� -� �� ►` T E . 17 `O LINE OF SAID SECTION 25 A DISTANCE OF 180.01 FEET TO AN INTERSECTION WITH A LINE PARALLEL TO AND 11 T E fep. - !6. 5/
TYPE .LL - 54 d _ I C (/ 180 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF SAID SECTION 25; THENCE NORTH C �� d
T. E • � 16.30 ' wV G �O 87°12'59" WEST PARALLEL WITH SAID NORTH LINE 20.00 FEET TO AN INTERSECTION WITH A LINE PARALLEL ^ I.E. n-_�� 14.51 8 W
I3.IT/ In S �u 6 PEII I co
TO AND 20 FEET WESTERLY, MEASURED AT RIGHT ANGLES TO THE EAST LINE OF SAID SECTION 25; THENCE I. E. 14, 37 /2"N °'
i T � SOUTH 0 49 10 WEST ALONG SAID PARALLEL LINE,- 554.32 FEET TO THE TRUE POINT OF BEGINNING; - Q
j X175c> __-E-13_27 C �15 f�� <� THENCE NORTH 88'24'48" WEST A DISTANCE OF 1027.60 FEET TO A POINT; THENCE SOUTH 1'01'19" WEST Q
T^ f 520.05 FEET TO A POINT; THENCE SOUTH 88'24'48" EAST 1029.43 FEET TO A POINT ON A LINE PARALLEL (n LL
TO AND 20 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES TO THE EAST LINE OF SAID SECTION 25; THENCE r t 7 J �'� -�
NORTH 0°49'10" EAST ALONG SAID PARALLEL LINE, 520.05 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT O
THAT PORTION CONVEYED TO THE CITY OF RENTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING I Q
F ` N0. 8401240272. w �
1 6 *3
PARCEL B z
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 23 NORTH, Occ
Y �j OGJ RANGE 4 EAST, W.H,, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
00
! fVo ! X COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 25; THENCE SOUTH 0*49110" WEST ALONG THE EAST
*qc;i 71)
` i O ( (�
LINE OF SAID SECTION 25, A DISTANCE OF 180,01 FEET TO AN INTERSECTION WITH A LINE PARALLEL TO � U �
AND 180 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES TO THE NORTH LINE 4F SAID SECTION 25; THENCE I` Z
J
�I NORTH 87'12'S9" WEST PARALLEL WITH SAID NORTH LINE 20,00 FEET TO AN INTERSECTION WITH A LINE
�[ r PARALLEL TO AND 20 FEET WESTERLY, MEASURED AT RIGHT ANGLES TO THE EAST LINE OF SAID SECTION 25,
i T _
A SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 87'12'5910 WEST PARALLEL TO AND 180.00 �
+ r FEET SOUTHERLY OF THE NORTH LINE OF SAID SECTION 25, A DISTANCE OF 1026.07 FEET; THENCE SOUTH x I -
'. 4 O 1°01'19" WEST, 575.53 FEET TO THE NORTHWEST CORNER OF THE ABOVE DESCRIBED PARCEL A; THENCE SOUTH j� U)
17 88°24'48" EAST 1027.60 FEET TO A POINT ON A LINE 20.00 FEET WESTERLY MEASURED AT RIGHT ANGLES Y� cr N
E ��' C_ I�S�f % TO THE EAST LINE OF SECTION 25; THENCE NORTH 0°49'10" EAST PARALLEL TO SAID EAST LINE 554.14 L1I
c1 xl� 4� FEET TO THE TRUE POINT OF BEGINNING.
a V I 17. (vC> Z
i off, 17
I\ ,� BAR SCALE W o �
w w
A L I L D I�l�� ,o 0 20 N 4o saJW LPAK 6u 1/20
.,- >
2 / \ SCALE = 1 = 20
o
T. E . 1-7. Zo z
3 I.E. Iz ��1- I. E. IS.70
M o
1 �Q C.O. NO. 2 1 CO BENCHMARK W
i
I\ n ' Ifo•3o TE. /795 I `.oessu:' rLMM a rs a r W wM.�e (M wawf UWArM • 19.a
`�{ ! 1®' V ATU M e,,� o F !c�}fo►J
1 Z
T E . -{�TYPE � /5.73 57 -
ail i - E . +S-4�13. 67 N. W. /� m
1. E . 13.66 S. E x 1 ( 15 . za x ►� b�• Z' �' W m
W N IE�l3.77 N.E. S'' 76 -F-eu Imo- 1-c 4_ $
W
L- " 1-7 lo0 17. 8�0 x X fill
x I-T• gn ! 7. (p�.a, O. I_
aN 0 � � `� O � ,�. .o NU. z "T- E 17. � ® � \, G� No. I� I � �„� -
O d' Cg No. 13 - 7, T �.e. 7.ss i I•EP 1478 `TYPE IL-s4� �/ �► 1 z
G -TYPE I PUM P� t rx.K1 N� F SR,a.ME. 1 s f - 1
I T E- }6T-S6 16 4.6
X l i. 5o i . E . 13.63 O /3.761 f . - �+l I
i�l P>� I f..l
o 1,E.13.13 g`,w) f7 a .M 6 V 1 CAS Z3 so E b Q 1 0
�I o 5. �E
t 17 3 * f to. S� I l0 8o X ` I !o•�O" `,�+, x16.65 ` ?
c` W
* ro. .
17 4a x- --iz I . II G.
78 �� ® (n O / GJ
�, A. �� �/ ,�. Soyr.t��.,�f �art�+�•?cowl srics�r
I LF IZ
r-
W t c K Na. 7 i PI w� o �5, -
1 •TYPE M - 45 � - C13 No, a I.E. 40 Liz'S. .) I•E. > V1
Z
--re. 3.00 ��' h °� + � l� .7Z) Ex IST. S PaT EL E u 3 p+
17. >30 17. 35 T E . -�$� J6:39 O 7 i PF I -CE. I �13C "w� I o - / C g No ' V
17. I. E. -�-��-14. 00 I I I EL
1 P� x I "e, 7.55 PiZ0Ft�SED SPLIT E�/
-T E . -18 16.02 TYPE, T • 16•I I 144{4)I Z
I E. 14. Zs� PE, I W
It?
�\ 14. z2(W} <, E, q-.5�t��°ss.) T E . - I (I %�- EXIST CDNTUL..jv_ � >
(1! Q
t7 i�bPUSED G�'1T�t.lfz
'- x1T4 5 I x 7. 10 x I J17, x
r 3o t8 �:: I \ S. S• M.H NO.II 3 E DBE OF N Ei�j P.4�/E - W 0
'
r I 18 LA
FN. > I �� I �( OF p. W J
F H • D � � � �t � . ; ->'o �' Eac d EAs' f PP.�P. 1
X I8.z5
4 7 S: O 2 N. 88 ° 23 ' 3o �� W X I>3. �. ! p ��� Fv-or�t ytlJ g H . to � � t7r✓ t,41 Vl �" ~ V
�,- i- ' 4O t . SO CO' G.G�NG . �I V G►wr� F- 1 o bo
O W
Va.
►� �
- Cal hlo PEIz��La.NE-#�1'r Ue- ¢ES 1 J _ - OM E��t"g►�� .b. 11J
a.
41 DE4ds.L.1G f�N>'EN-(i N AaEA, � � CANTiz�TDTz F IE LC� i H
�,
�"' r� PIZ II iaL� Y �fy ST 1z.
�� 1
� ....... g 1 � 1 o tii
EXIST. C.gc �J �� '� �� - �, ��� �i T� �� T 9�A �7ExIs .I Ii �� 5�� ti�� J, C1
CJ J �J v , \ . J PtErz g 6UIZvE�r' - �. E. - o.5v _ i ii. F•.
T I 6, e>
EX1�T 2.,f3. Q N J < 0`�BUILT
s - E � <J �J yr. • (G+9 at, 15' L-r. - '1 �•, � �� A * J
-
40' w tT�E CQNC. r)1MY. T.-E -79- � �i ��..... -.. ��,,
U SEE f�E'fAIL SHT. IA I.E. f4.SZ ExI� - '
goo o J 3
V) 'N - TE. I G-73 C FIE�A �/ F`�
Gl$TEP
SW o. 5c" Ce, W) Pw To �1 "` !1 - 40' wlr coNc, OwY Ott IAN� ,t1 i/�
f`tii 27TH ,�STREETo. 22 Cf-_" L• S EE OETA t L S HT. to
1, �. 34- CI _ _
' r S 3 } -- f twee . hitchinlgs P. 33 9+9i
x Is G f3
e ,7 DRAWN BY CHECKED ey
►� �" Nam. �� ��•.�a -_ VA P J J W
_. ��.. K, _....
�-
- J.
PIPE-r`r cott✓2 L,M1p RECOMMENDED
�� F�
� E: DATE_
V STANDARDS
J� � L._._...,... .-, t � � i �
p-� CoREDE TO C S = RECO MENDED
..
,e.. I Zvi gY (Ij� roe wo
au �>L-t'W-�s� �u-r. z�) F APP Date �1 $�NCf! A�4RK $• GG�ATl4'N '�1... FOR PROVAL
Ea►ci�,-r Ss. M.N �vv/(, F TR,4N"SF�RT.9 T/O/V
4 ...
-re. 141.�4 BY / /'�
e"Iu)
vY TE ER Dare sIORO w,4 rER l Z ' b - � 2 � 7
�I
S6ZANNEO MAR 6