HomeMy WebLinkAboutLUA98-141 Large FormatP OR T/ON OE THE N W 114 OE THE N W 1,14 OE SEC 5 TWN 2`3 N. R 5 E-1
I I I I 18LOC�' I
i
f I ! II I I 30 I2-, I2 7 II2r>�_48 C. 3 42 41 40 39 38 5 36 35 34
C. D. HILLMAS
I
LAKk WASH)NG TON IGARDEP) OF E4N NO.
ORAs OARY
-r - - - �- -- -- r -- - --- - CAUSE
COU 5
\ \ \ ( L /� 118.21 ' /yd 39 23 "W ` 50.
1 ` I S85 3923^E
\\ • 7591 S. ` r
I \ ( 3 C21 6, 448 s. f. j \�
\\ 5,595 s. f. 1
> C
\ J 4h CIO 1a rN£7
9
17
8,093 s. f. 1
SS g 39_
c1
S
\ 4,888 s.f. C1 1s / s�
\ \ \ \ \ g �_✓��.
\ \ \ 5,51 / s. fz
\ 6 7
\ \ \\ ,211 s. f
\\ 6,837
15
\ / { 10' SS EASEMENT N
REC. NO. 6700775
-00p
LINE
DIRECTION
DISTANCE
L 1
SOO 2234"W
36. 74'
L2
N00 56 35"E
23.92'
L3
SOO 2234"W
27.82'
L4
N3851'08"W
26.60'
L5
N32 25 21 "W
34.37'
L6
N57'05 39'E
11.74'
L 7
S20 58'35 "E
13.00'
L8
S20 5835"E
13.00'
L9
N32 2521 "W
29.55'
L9
N27'2952"W
23.38'
L 10
S5734'39 "W
34.00'
L 10
N27 2952"W
31.61 '
_
L 11
N01 51 '53 "E
15.00'
L12
S89'04'19"E
33.71'
L13
S70'43'30"E
29.04'
L 14
N32 *1926 "E
8. 76'
L 15
S89'03'46 "E
33.59'
L16
S0056'14"W
20.00'
rn
rn
rn
m
0
L0
N
C
D
(13
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
25.00'
23.18'
12.50'
53'07'34"
C2
271.00
57. 76
28.99'
12'12'45 "
C3
271.00'
23.80'
11.91 '
05'01 '57"
C4
25.00'
39.27'
25.00'
90'00'21 "
C5
229.00
38.79'
19.44'
09'42'17"
C6
25.00
43.39'
29.51 '
99 27'04 "
C7
173.24
41.22
20. 71 '
13'38'02"
C8
173.24'
18.31 '
9. 16'
06'03'17"
C9
125.00'
31.41 '
15. 79'
14 23'58"
C10
125.00,
36.57'
18.42'
16'45'45"
C1 l
686.34'
37.24'
18.62'
03'06'31 "
C12
55.00
6.45'
3.23'
06'43'11 "
C 13
55.00
35.00'
18. 12'
36 2739 "
C14
55.00'
35.00'
18. 12'
36 2739"
C15
1880.08'
52.53'
26.27'
0136'03"
C16
55.00'
35.00'
18. 12'
36 2739"
C17
55.00'
35.00'
18. 12'
36 27'39"
C18
55.00'
26.27'
13.39'
27 22'00"
C19
55.00'
34.03'
17.58'
35 26'49"
C20
55.00'
31.39'
16.14'
3242'04"
C21
25.00'
44.26'
30.57'
1012637"
C22
25.00
39.27'
25.00'
89'59'39"
C23
80.00'
56.01 '
29.21 '
40'0657"
C24
125.00'
19.57
9.80'
08 58'10"
C25
125.00'
20.48'
10.26'
09 23'12"
C26
125.00'
35.97'
18. 11 '
16 29'10"
C27
125.00'
58.30'
29.69'
26'43'21 "
C28
30.00'
47.12'
30.00'
90.00,00"
C29
25.00'
47.00'
34.23'
107'4237"
C30 AN
25. 00'
56.65'
53.42' 1
129 50'25"
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C31
55.00'
31.98'
16.46'
3X18 48"
C32
55.00'
39.5 7'
20.68'
41 '13'16 "
C33
55.00'
35.00'
18. 12'
36 2739 "
C34
55.00'
35.00'
18. 12'
36 2739 "
C35
55.00'
21.80'
11.04'
22'42'20"
C36
55.00'
36.12'
18.74'
3737'46"
C37
55.00'
58.22'
32. 17'
60 38'43"
C38
25.00'
19. 18'
10.09,
43 57'14"
C39
25.00'
32.64'
19.12'
74'4835"
C40
72.00'
68.55
37.13'
5433'16"
C41
72.00'
19.62'
9.87'
1536'48"
C42
83.00'
89.18'
49.44'
6133'54"
C43
122.00'
31.42'
15.80'
14'45'15"
_ C44
122.00'
34.81
17.52'
16 20'50"
C45
122.00'
48.40'
24.52'
22-4354"
C46
122.00'
16.46'
8.24'
07'4354"
C47
250.00'
83.85'
42.32'
19*13,00"
C48
101.00'
108.53'
60. 17'
61 '3354 "
C49
104.00'
60.56'
31. 17'
3321 '56 "
C49
104.00'
711.75'
61.95'
61'3354"
C50 1
51.00'
80. 11,
51.00'
90,00,00"
D. rlILLMAf". _
N-
26.80,
S5 r 27'215 "E
S89'03'46 "E
WA S/
'N - TON -' -N OF EDEi J NO. -I
I
TL 40 I TL 5 7 T1 5 ss I
I � �
'0 /
+/
%, i1 1 I 5 +/ TL 73
i
S.66'45'27" j
52- 45
S. 38
-' I �) / • 30' ACCESS EASEMENT
J H REC NO. 4023743
4
O L_ 46
1 7,793 S. f. / / /^
/ r
l 36 �-
`�' 7,209 s. f.
T L 45
f.
30' ACCESS EASEMENT
REC NO. 4359638
DEVEL OPER10 WNERS
LABRADOR VENTURES, LLC
P. O. BOX 3344
KIRKLAND, WA 98083
PHONE 1-425-803-0400
FAX 1-425-803-6877
LAND SURVEYOR
MOUNIR H. TOLIMA PLS
TOUMA ENGINEERS
6632 S 191ST PLACE, SUITE E102
KEN T, WA 98032
PHONE 1- 425 - 251- 0665
FAX 1-425-251-0625
P'-AT DATA
TO1AL AREA ---------------
= 15.55 ACRES
R--3 ZONE AREA ------------
- 11.21 ACRES
NO. OF LOTS --
= 47
LOTS
P./W AREA - - -
= 1.56
AC
> 40 ,, SLOPES =
2.22
AC
HAZARD AREAA =
0
AC
TOT,-,lL ------
= 3.78
AC
DENSITY 4717.34
== 6.4
UNI TS/ACRE
R--5 ZONE AREA -------------
= 4.43 ACRES
NO. OF LOTS --
= 15
LOTS
R/W AREA ---
= 0.72
AC
> 407 SLOPES =
0.28
AC
HAZARD AREAA =
0.43
AC
T ----- =
1.43 AC
bi tNSITY 1513.0 =
5.0 UNITS/ACRE
U
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Y of R ; NVIN G
TpN
BAN 2 b 999
CEI ED
,
CQ
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Du
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PORTI'ON OF THE NW 4 OE THE NW 4 DE SEC 5, TWN 23 N., R 5 E, W-M#
j TI- T 7 I - --- - --
I EL OC� 12-
I
7 I I i 1 I I a I 34 1 41 1 40 1 3 8 37 36 1 35 1 34 1 33 1 32 131 I30 29 128 I
27 26
,1442 '
ZC.C. iH1Li'--MAl'U'S L_AK� WASHIINGTON I GARDEIJ OF ED�N NO. i1
GRAPHIC SCALE
N 28TH PL
I - - - - -
NORTH 30UNDARY LINE
AS ESTABLISHED BY SUPERIOR COURT
Q IN ET
._....__.:.__ .-.. CAUSE NO. 92-2-24469-1
1 in - 60 ft.
I I I f
i I
�► �\ � '- 10' SS EASEMENT
1 I O REC NO. 7309130772 I I I I I I
cI 1 10 11 I 12 I 13 1 14 11> I 1 r=. 17 I 18 I 19 20 21 Z2- 24 25
CONC. WALL 10.00' _ �, T 1 I 1 I 1 i II ;;.(>. HILL_ AN'S LAKE WASHI,NGTON GA6EN OF EDEN NO. 1
° 10.00 �O 00 NDO 56 14 t
I N00 5fr 14 E �. ' 1 " „� " 115' PRESCRIPT/VE I ® --
81900J,4610E " i f 0. �0'
-6 14 E N�9 �3 4 w NOO 56 14 E Q p EASEMENT I
=p NOO 51 y -- 1 uL}. Ov' - - -- --- �29.� 0' " _ --- - - -- - - - - -
�� _ ' N 4 wE
-23 TH S
- '4 - - - -- -- - _ - _
-- - -- -- - _ ---
Ns9:�� � o .�
_ r✓
I
- -_ - _. -
1,zo.o4 so,00 . _ _ �o.00 v.00 __ ,.,,
-_� _ _ - _ ' I $ .t00- -- 50.00 _.. --- .-50.00'-- --SO.00'- --- 50.00- _ �� '�d I
�R�
Z) �')-3. UO 5J.. Sol.51!,5j-w
W 62 6 ." 60 59 58 -� --
4 57 56 55 54 53 52 51 50 49 48 47 46 ( i I e�ro346�E x + O�\� �I �R� .� g
\ \ \ 10, 744 s. f. 4, 500 I �, 5c70 s. I = E L L -O ' I TL 59 ^
\ a 4, 500 s. \ 500 s. 500 s. 1 I I ( 6, 233 s. f '
4, 500 s. f. 500 S. f. 4, 507 505 s. f. 3 -f- !�
f. 4, 505 S. f. S05 s. f. 4, 505 s. f. 4, 552 s. �: � � � • 4, 5 08 S. J _� 10' I EX. CON DAM I w �� _ 5 6 ;' i_ ; O TL 4 0 I TL 5 7 I TL 5,5
$
--� -- - - - -� - , 859 s. fl I I
\ 50.00'
4-111-1 �,
v 45
tK
C44 si ii'
28.22 - _ J- 4e i TRA B 26.80 ; I
C6 - C C22 C43 S5427'25"E I k� d�' %� +/
7 \ 679'4.3`� 16 S 4'10' '�" I yt�� 9:�/ / / I` /'��
\ 7 7,615 s. f 14 15 �, 1 1 \5 17 8 19 20 j ao8 32. (E +/
I 1 11.429 s. f45
�6 6 45'27
861 s. f. 4`576\ s. , 650 s. f. 4, 650 s. 4, 650 S. 650 s. f /� c S8
4,837 S. f 44 43 42 -- -- - -- - - --- -
"` 58s o4'1 s" 7
\ \ \ \ 2 71 �1.21 ' 3s • I \ 5, 033 S. f. 4, 942 s. f. 7, 205 s. f. 4 Ex?snNc HOUSE
23"W SBS , E 1�00, SB.40'- 50.00' I \ x TO BE REMOVED
E EASE,4 ENT C2 7, 223 S. f.
'f •
59 1 S. f i --, \ \ / R O. 2799523 �- I 40 /
\ 4 `� \ N 22 C2 �41 \ 39
,
\ 6, 95c.; S. f. 0 .a+ w / i'7,
\ s.f. 40 \
\�\ ' - - / 2 \ H 8, 285 s. f. / C2 s 1 7,23 7 s. f.
\ a 3 ' c21 6, 448 s. f. /V jRA C T+ y
30' ACCESS EASEMENT
\ �i �r x REC NO. 402374J
5,595 s. f. ,, c2
19 <u c.oi 3 I �' C3 C3-
\ - - - C2
- 0 f �--
\ buy - -- -r // •(£N� ULT \ 5.609 S / .V 24- �--- ---- -. - 9 /
of T,�A � 23
h
28 35
¢ \ \ 18 8. / 11 453 s. f. 6, 605 S. f. 25 0 . 26 0 2 7
l 950 S. f r 4,50
f /
2._ - riy"1 S o -
,� 7,310 s. f --. - +� ? 1. 4O
8, 393 s. f. / ' \ I t O
95, 7 ' 67. 1 1 ' 60. 01 ' f 7,793 s. f. E
60.01 '
C1 ss2`�-39 / /_ /� N89'v�'4 "!/ 37. 72' X-,o�;oa�- X G X -�,-1 + o o �;/ q' / y D�• `
5 `---4Q
33 I
�4 S 16 \ \ - C30 / 888 S. f. Ci �, / i C \� / ��
- Y \ x (�
15, FOu 77ON SETBACKS \ g 36
T \ 5,517 s. f./ <" / RECOM ED BY THE /\ o 0 32 %
GEO /CAL REPORT \ �J r I \ 7, 209 s. f.
6, i (_ /- / / \ ix ri 29 1 34��35 \ do/�
� / � ^ \ 12,158 s. f. c ' , 393 sq. ft.
\\ 211 s. f. AI
6, 8.37 s. f / " 7,258 s. f.f.
/
/ REC NO. E4359638SS MENT
rl
L J �'�� /'�/ /� `� o ' 3 2 J, s89 03 4s E - rag: oo, DEVELOPER/OWNERS
\ F 6 V \ \ L 7203 s. f. I 00
\ + �10' SS EASEMENT LABRADOR VENTURES, LLC
�� W ,32 P. O. BOX 3344
REC. NO. 6700775 \ � `I �
\ \���� �j \ �e 7,204 S. f I 33 I KIRKLAND, WA 98083
6, 500 s. f I PHONE 1- 425- 803- 0400
ok FAX 1- 425-803-6877
Cte% LAND SUR VE YOR
• 7- _
0 �
LINE
DIRECTION
DISTANCE
L 1
SOO 22'34"W
36. 74'
L2
N00'56'35"E
23.92'
L3
S00'22'34"N
27.82'
L4
N3851'08"V'✓
26.60'
L5
N3225'27 "W
34.37'
L6
N57'05'39"E
71.74'
L 7
S20'58'35"E
26. DO'
L9
N2729'52"W
23.38'
L 7 0
N27 29'52"W
31.6 1'
L 11
NO1 51 '53 "E
15.00'
L 12
589'04'19 "E
33. 71 '
L73
570'43'30"E
29.04'
L 14
N35.36'45 "E
2 L 92'
L75
S89'03'46"E
20.59'
L 16
SOO56'14 "W
20. 00'
L 7 7
SO 1 -1238 W
5. DO
rn
M
rn
Ln
(U
0
c
m
3
r!O.i G" l -�O Al!", \
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C 1
25. 00'
23. 18'
12.50'
53'07'34'
C2
271.00
57. 76'
28.99'
12'12 45
C3
271. 00'
23. 80'
17.91 '
05'0 157 '
C4
25. 00'
39.27' 1
25. 00'
90'00 21 "
C5
229.00'
38.79' 1
79.44' 1
09*42'17"
C6
25. 00'
43.39'
29.51 '
99 27'04"
C7
1 73.24
41.22'
20. 71 '
13'38'02'
C8
173.24' 1
18.37'
9. 15'
05'03'77" 1
C9
125. 00'
37. 41 '
75. 79'
14 23'58"
CIO
125.00'
36.57'
78.42'
16'45'45
C7 1
686.34'
37.24'
18. 62'
1 03'06'31 "
C12
55.00'
6.45'
3.23'
1 06'43'11 '
C13
55.00'
35. 00'
1 18. 12'
36 27'39'
C74
55.00'
-35. 00'
1 18. 12'
36 27'39"
C75
! 1880.08'
52.53'
26.27'
0136'03"'
C16
55.00'
35. 00'
18. 12'
1 36 27'39"
C17
55.00'
35.00
18. 12'
36 27'39"
C18
55.00'
26.27'
13.39'
2722'00"
C19
55.00'
34.03'
77.58'
35 26'49"
C20
55.00'
31.39
76.14'
32'42'04"
C21
25. 00'
44.26
30.57'
10126'37"'
C22
25.00'
39.27'
25. 00'
89'59'39'
C23
80.00'
85.96'
47.66'
61 '33'54 ,
C24
125.00'
19.57'
9.80'
08'5810
C25
125.00'
20.48'
70.26'
09'23'72"
C26
125.00'
35.97
18. 11
16 29'10
C27
125.00'
58.30
29.69'
26'43'21 "
C28
30.00'
47.12'
30.00,
90,00,00"
C29
25. 00'
47.00'
34.23'
107'42'37"
C30
25. 00'
56.65'
53.42'
12950'25"
`A �• C29 :,
2�1 ,
' T
1 / •
CURVE
RADIUS
LENGTH TANGENT
DELTA
C31
55.00'
31.98' 16.46'
33,18,48"
C32
55.00'
39.57'
20.68'
41 *13'16"
C33
55.00'
35. 00'
18. 12'
36 27'39"
C34
55.00'
.35. 00'
18. 12'
36 27'39"
C35
55.00'
27.80'
11.04'
22'42'20"
C36
55.00'
36.12'
78.74'
3737'46"
C37
55.00,
58.22'
32.17'
6038'43"
C38
25. 00'
19.18'
10.09'
43*57'14"
C39
25. 00'
32.64'
19.12'
7448'35"
C40
72.00'
68.55'
37.73'
54*33'16"
C41
72.00'
19.62'
9.87'
1536748"
C42
83.00'
89.18'
49.44'
61'33'54"
C43
122. DO
25. 19'
12.64'
11 '49'53"
C44
122.00'
47.67'
21.04'
16 20'50
C45
722.00'
48.40'
24.52'
19'34'19
C46
122.00'
32.81'
16.50'
15 24'26"
C47
250.00
83.85'
42.32'
19.13'00
C48
101.00
108.53'
60.17'
6133'54'
C49
104. 00'
60.56'
31. 7 7'
33 21 '56'
C49
704.00'
111.75'
1 61.95'
1 613Y5-4'
C50
51.00'
80.11 '
1 51. DO'
i 90'DO'00"
MOUNIR H. TOUMA PLS
TOUMA ENGINEERS
6632 S 191ST PLACE, SUITE E102
KENT, WA 98032
PHONE 1-425-251-0665
FAX 1-425-251-0625
PLAT DATA
TOTAL AREA - - - - - - - - - - - - - - - = 15.55 ACRES
?-8 ZONE AREA ------------ = 11.21 ACRES
NO. OF LOTS -- = 47 LOTS
R/W AREA - - - = 1.56 AC
> 40Z SLOPES = 2.22 AC
HAZARD AREA = 0 AC
TOTAL - - - - - - = 3.78 AC
DENSI TY 47/7.34 = 6.4 UNI TS/ACRE
R-5 ZONE AREA ------------ = 4.43 ACRES
NO. OF LOTS -- = 15 LOTS
R/W AREA --- = 0.72 AC
> 40% SLOPES = 0.28 AC
HAZARD AREA = 0.43 AC
TOTAL - - - - - = 1.43 AC
DENSI TY 15/3.0 = 5.0 UNI TS/ACRE
TRACT "A" = 1.73 ACRES
TRACT "B" = 1.05 ACRES Wl THIN R8 ZONE
0.71 ACRES W1 THIN R5 ZONE
TRACT "C" = 0.37 ACRES
TRACT "D" = 0.17 ACRES
TRACT "E" = 0.09 ACRES
JVOJ DESCRIPTION/DATE JBI
REVISION DATED MT
1-29-99
ISTE��'
L LAB
6/22/99
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ESIGNED MT
RAWN DT
COMP. D T
CHECKED MT
DATE NO MEMBER 1998
DWG. NO. 74101 PP
OF f0 SHEETS
i
PORTION OF THE N W 1/4 OF THE N W 1/4 OF SEC 5, TWN 23
II I'j��i 9 i qR i <, is
__II T
I I I I I ( BL 0JK 12 ( I I I ( I I I
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4 `� I 44 I 43 ' 42 I 41 I 40 ( 39 1 38 I 37 I 36 I 35 I 34 I 33 I 32 I 31 I 30 I 29 ( 28 I 27 I 26
I I I i I C. D. IHILLMAk'S LAK� WASHJNCTO D IJ OF EDkN NO. 11 ( I I
I I I
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\ ' -,00p \ \
cm
3
cn
w
w
cr
Q
f
TREES TO
CU T
TREES TO
REMAIN
204
308
40 PERCENT
60 PERCEN T
BSUPERIOR COURT
92-9-84469—f
i I I I
I
R 5 El W. M.
I
60
o
G RAP HIC SCALE
30 60 120
( IN FEET )
1 inch = 80 &
jV0J DESCRIPTION/DATE 1B)l
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TL 5 9 w
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30' ACCESS EASEMENT
REC NO. 4023743
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REC NO. 4359638 O
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O
Z
JOB NO. 741-001-981
ESIGNED MT
RA KIN RDR
DEVELOPMENT PLANNING COMP. DT
CITY OF RENTON
CHECKED MT
D E (: 0 ;2, 1998 DATE NOVEMBER 1998
RECEIVED WG. NO. 741 TREES
=490Z
Z
W
jV01 DESCRIPTION/DATE 1 B 4
TION OF THE N W 1/
LAKE WASH
SHORE LINE
THE N W 114 OF SEC. 5,
TWNo 23 N., R. 5 E., W. M.
JO' RIGHT OF WAY
18'
n lli�vl�lll�Ill�IrI�UI�I11�11 �Ul�ll
4" COMPACTED DEPTH CLASS "B"
ASPHALT - 2 LIFTS REQUIRED
6" COMPACTED DEPTH - CRUSHED
SURFACING TOP COURSE
,12" GRAVEL BASE AS NEEDED
LAKE WASHINGTON BLVD.
ROADWAY SECTIONS
25' RIGHT OF WAY
I=71n� u1�UI�II1�lrI�Vi�IlL=�irL�1/1� I
4" COMPACTED DEPTH CLASS "B"
ASPHALT - 2 LIFTS REQUIRED
6" COMPACTED DEPTH - CRUSHED
SURFACING TOP COURSE
-12" GRAVEL BASc" AS NEEDED
N. 26TH STREET
ROADWAY SECTIONS
42' RIGHT OF WAY
SHEET LGEND
GENERAL
NOTES:
2%�
2%==>
1.
IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE "SAW -CUT" TO LEAVE A
i �2%
JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK
IN
�' _
a+"- - " -' +f'=" f ' _'"
SHEET 1
OF 8
COVER SHEET
SHALL REPLACED 1N KIND OR AS DIRECTED BY THE PUBLIC WORKS.
LA S
4" COMPACTED DEPTH CLASS "B"
SHEET 2
OF 8
LEGAL DESCRIPTION
2.
COMPACTION TESTS ON SUBGRADE AND ROCKGRADE SHELL BE REQUIRED. THE NUMBER OF
ASPHALT - 2 LIFTS REQUIRED
TESTS SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS
6" COMPACTED DEPTH — CRUSHED
SHEET 3
OF 8
PRELIMINARY PLAT
REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR OR DEVELOPER THROUGH ANY
SURFACING TOP COURSE
LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 24"
SHEET 4
OF 8
ROADWAY PROFILES
OF THE SUBGRADE, SHALL BE 95Z OF MAXIMUM RELATIVE DENSITY. BELOW THAT LEVEL
12" GRAVEL BASE AS NEEDED
THE MINIMUM COMPACTION SHALL BE 909 OF MAXIMUM RELATIVE DENSITY. ROCK
SHEET 5
OF 8
ROADWAY PROFILES
SURFACES SHALL HAVE A MINIMUM COMPACTION OF 957. OF MAXIMUM RELATIVE
SHEET 6
OF 8
GRADING AND UTILITIES PLAN
DENSITY
PLA T ROAD WA Y SECTION
��oPM,E RE ' 014
SHEET 7
OF 8
SLOPE ANALYSIS PLAN
J.
ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES,
�� C`�{ OF
VALVE BOXES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
0 A0
SHEET 8
OF 8
TREES PLAN
DEVLOPER AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT
HAS BEEN INSTALLED.
H.
WA
7I o
4:; w
LA110
8/22/99
111
W
kDWGNO.
741- 001-981
MT
T
T
MT
EC. 1998
74101 WC
1OF SHEETS
r p- `716 ll� .///�
PORTION OE THE NW 4 OE THE N W 114 OE SEC 5., TWN 23 Noy
I
T T I- -�-- ---� --�
BLOC�i �-,
' 1
I
I I I 8 35 4 1 32I 147 48 30 29 I 28 i27 2650 49 I
I I ,
D. HILL.MA�1'S LA WASH)NGTON IOARDEM OF EDAN NO. 11 ( I I
15® N 28TH PL
U-N
c21SUSEb2-8 C-r
�
10 SS EASEMENT I I I
Ij REC NO. 780 130772 I
p e -7 .r c I i- I a i a r� r, -, /� n e i-; •"� n 7 I"� A f •'�
gp �-
O
\ Cf 7 ki
\� C14 q nn �j�
cl
\ / 10' sS EASEM&r .0
�.� REC. NO. 6706775
LINE
DIRECTION
DISTANCE
L 1
N36 37'53"W
30.18'
L2
N36'37'53"W
30.18'
L3
S00 22'34 "W
36. 74'
L 4
N00.5635 "E
23.92'
L5
SOO 2234 "W
27.82'
L 6
N38 51 '08 "W
26.60'
L 7
N32 25'21 "W
34.37'
L8
N57.05'39'E
11.74'
L 9
N32 25'21 "W
29.55'
L 9
N42 58'48 "E
15.64'
L 10
S5734'39 "W
34.00'
L 10
S89 '03'46 "E
14.08'
L l l
N27 2952 "W
23. 38'
L 12
N27 29'52"W
31.6 1'
L 13
S89.03'46 "E
20.00'
L 14
S89.03'46 "E
10. 1 1 '
L 15
S70.43'30 "E
29.04'
L 16 S89'03'46 "E
16.39'
L 17 N32.1926 "E
8. 76 '
L 18 S89 03'46 "E
33.59'
L 19
S89.03'46 "E
15.54'
L20
S89'03'46 "E
13.54'
L21
S00 56'14 "W
20.00'
CURVE
RADIUS
LENGTH
DEL TA
Cl
173.24'
41.84'
13 50'11 "
C2
100.22'
14.17'
08.05'57"
C3
25. 00'
57.29'
131 '17'38"
C4
33.00'
30.20'
52 25'53"
C5
75.00'
43.83'
33 29'11 "
C6
173.24'
46.28'
15'18'24"
C7
25. 00'
31, 01 '
71.03'39 "
C8
173.24'
41.22'
13'38'02"
C9
173.24'
18.31 '
06 03' 17"
C10
125.00'
37.41'
14 23'58"
C11
125.00'
36.57'
16.45'45"
C12
686.34'
37.24'
03.06'31 "
C 13
55. 00'
6. 45'
06 *43'11 "
C14
55.00'
35.00'
36 27'39"
C15
1880.08'
52.53'
0136'03"
C16
55.00'
35.00'
36 27'39"
C17
55.00'
35.00'
36 27'39"
C 18
55.00'
35.00'
36 2 7'39 "
C19
55.00'
20.20'
21.02'53"
C20
55.00'
35.00'
362 7'39 "
C21
55.00'
36.48'
38'00'20"
C22
25. 00'
44.26'
10126'37"
C23
25. 00'
39.27'
89 59'39"
C24
80.00'
56.01 '
40'06'57"
C25
125.00'
19.57'
08 58'10'
C26
125.00'
20.48'
09 23'12"
C2 7
125.00'
41.4 7'
19.00'34 "
C28
125.00'
52. 79'
24.11 '58"
C29
30. 00'
47.12'
90.00'00"
C30
25. 00'
47.00'
107.42'37"
C31
25. 00'
39.27'
90.00'00"
C32
25. 00'
24. 33'
55 *46' 16 "
C33
55.00'
76.16'
79 20'23"
C34
55.00'
35.00'
36 27'39"
CURVE
RADIUS
LENGTH
DELTA
C35
55.00'
35.00'
3627'39"
C36
55.00'
36. 19'
37.41 '57"
C37
55, 00'
48. 42'
50 26'16"
C38
55.00'
42.21 '
43 58'13"
C39
25. 00'
24.33'
5546'16"
C40
25. 00'
32. 75'
75.03'52"
C47
72. 00'
74. 71 '
59 27'04"
C42
72.00'
19.62'
15'36'48"
C43
83. 00'
89. 18,
61 '33'54"
C44
122.00'
31.42'
14'45'15"
C45
122. 00'
34.13,
16'01 '37"
C46
122.00'
48.40'
2243'54"
C47
122.00'
16.46'
07.43'54"
C48
33.00'
30.20'
52 25'53"
C49
104.00'
60.56'
3321'56"
C49
75.00'
68.63'
52 25'53"
C50
130.22'
4.26'
01 52'31 "
C51
130.22'
90.21 '
39.41 '33"
C52
54.00'
49.42'
52 2553"
_
C53
54.00'
49.42'
52 25'53"
C54
101.00'
108.53'
61 '33'54"
C55
143.24'
122.08'
48.49'55"
C55
104.00'
111.75'
613354"
C56
51.00'
80.11 '
90100'00"
4p
1
/
�L-
N
GRAPHIC SCALE
30 60 120
( IN FEET )
i inch = 60 !t.
I
4/0,
L 4 6,
r' TI 4 5
30' ACCESS EASEMENT
�- REC NO. 4359638
8IF p if
30' ACCESS EASEMENT
REC NO. 4023743
DEVELOPMENT PLANNING
CITY OF RPm-r,,..
0
DESCRIPTION/DATE
B
l2.2G�,a�t
MIMI
H. T IJ
�F WAg
470
0 �
IRES
6/22/99
ink
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JOB NO. 741-001-981
ES/GNED MT
RAWN DT
COMP. DT
CHECKED MT
DA TE DEC. 1998
WG. NO. 741UR
V OF
8 SHEETS
t
ep-q"6 -ml
PORTION OF THE NW 114 OF THE NW 114 OF SEC 5, TWN 23 N. , R 5 E, W.M.
1- F — T -- - l _ -- --- _- I-- � - T — - � I ' — F — T
I I I I I I I I I EL OG1K 2 1 I I I I I I I I I I
r
I Zi I I i I I I 1
50 49 48 47 46 4 z 43 42 41 40 39 I 38 I 37 I 36 I 35 1 34 1 33 1 32 I 3/ I 30 I 29 I 28 I 27 I 26
1 I 1 1 I I I I I I I I + I
Z C.D. I HILLMAI� 'S LAK� VVASH�NGTON GARDEN EDk N I
— 1- — L_ __ �_ I — —i _-- I— __-- _ i _ - _ - _-- --1 — -- I J GRAPHIC SCALE
1 gp 0 30 60 120 ZW
N 28 TH _
- - - NORTH, UNOARY S _ --
AS E ABUSHEO BY SUPERIOR COURT IN FEET
-- -
j CA NO. 92-9-84469-1 4 � ( )
T I I — I —I i 1 inch = 60 ft
I I I I I I I I I I I I I I I
i f I REC NO. 78E0IENT 130772 I I I 1 I I I I I 1 I I I I
1 I I I
-- I --1 2 I 1 4 I 5— 6 - _1 7" ---1 _- 8 — 11 — 9_ 1 _13 , 2�4 Isg2f _14 _I 15 "I 16- I 17 I 18 -I 19 _I20 !IE
21 I22 I 23 24 i25
CONC. LL 100 I
-- --- — — -- -- — A-��-,
D—EN_ OF EDE—N NO. _1
N00 5 res C.D. HILLMAN'S LAKE WASHINGTON G
O00' 0 �p' 1015 115 PRECRIPTIVND10.14E 1zO 10104E " p,EME
- -O,� IfN•5I'l4 "E5 ,EA89pp346W 0' pr
,s q9p410 .0hh1293.�L S
_
I
" ' N 8 TH -T
i
vow
PRO
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89'03-' 6 "W ` 370.72 ; --
u
Sa. �,o U
.22 acres
Q.
NU
6\ 0. ocres EL_ L.,� O < /-1 � S\
\ - \ 135
110
4 / /
\ / X
\ /-
\ O \
LEGEND
US
\ 730
/\ I
\ �h
1
\ a0
0
LESS THAN 25% AREA = 10.69 ACRES
26% TO 39%
AREA 2. 70 A CRES
GR A TER THAN 40l AREA = 2.5 ACRES
�SO� S1j �W I I I I
24.68'
g� ELA ON A ICRES
10
'S 6 TL_ E 0 TL 4 0 I TL 5 7 I I TL 58
I205 -- leol
cs q k t I 00
26.e0�
k*27#2f "E
19
7_
TL 59 1 IV
210
TL 73
TL 4r ,
/ �✓
.30' ACCESS EASEMENT
/ n - REC NO. 4023743
TL 46
4e A
r
TL 45
30' ACCESS EASEMENT
J REC NO. 4359638
189.00
1
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D'EVELOPMENT PLx�f,,; ,IIi�1,
CITY OF RENTON
OEr. 0> 199R
RECEIVED
REVISIONS
0
DESCRIP710N/DA7F
B
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ISI'ER
NAL
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6/22/99
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JOB NO. 741- 001-981
DESIGNED MT
DRAWN DT
COMP. DT
CHECKED MT
DA7E DEC. 1998
WG NO. 741SLOPE
7 OF
8 SHEETS
P-O.R-T-ON- OF THE N W 1/4 OF THE N W 9/4 OF SEC 5, TWN 23 N. R E, W.M.
0. DESCRIPTION/DATE B
�Lr�So./S
BL 06< 12
50 j 49 1 48 I 47 46 43 42 1 41 40 39 38 37 1 36 1 35 1 .34
I 0I 29I 281 1 27 I
26
C.D. IHILLMA� S LAKk WASH)NGTON IGAR - +
F 4N NO. 11
1-----_I-_I�--- _ _-
_
T i 4-T ' -,-- — — _— 43
T—
i T
2� I 1 1 1 1 I f
_5 1 ,, ► ; , 3 2,&4 ,sq ft. _ i + I I I
1 a I 14 1 15 1 16 17 18 19 20 21 22 23 24 25
�lJ I l 0 10.00 I 10.0 , 10.00 5. 31 acres�tRlI 1 1 i 1 1
O I I » *6 11 I 1 C.D. HIL_IUrAN' LA W °SHIM
lw
� r00'S6'14"E I 1 N00 56 14 i � j ��j, b0' 1 1 �
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77
LESS THAN 25% AREA = 10.69 ACRES �
�] 26% TO 39% AREA = 2.70 ACRES �
1
I
GREA TER THAN 40% AREA = 2.5 ACRES �
I
TL 45
TL 73
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CITY OF
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JOB NO. 741-001-981
ES/GNED MT
RAWN DT
COMP. D T
CHECKED MT
DATE NO MEMBER 1998
DWG. NO. 74101SLP
7 nc � cr-rn
P OR l ON OF THE N W 114 OF THE N ✓V 114 OF SEI-N 5 TVVN 23 N. R 5 E,$ V l/. M.
�► I I I I � � I I I !
I 8L OJK 12—
�9 r I I I I 1 i
i 50 4� 48 1 47 4 i 4�. 44 43 42 47 40 �9 38 I 37 1 36 1 3.5 1 34 1 33 I 32 1 31 1 30 1 29 1 28 1 2/ 1 26
C. D. HILLMAI�' S LAKk WASH)NGTON L�ARDE� OF EDkN NO. 11
— �-- —
N 28TH PL
1 I li -1
1 ► ► I I I i I I i
i o I I I
1 I F I 1 1i% I 11 12 1 13 1 74 1 15 1r.>; 77 78 19 1 21 22 23 24 25 I
i I i I o �o. oo' • 1 10-00' I 1 1 1 1 1 ( o j
1 O 10.0 I 10,001 " 1 NOO'S6'14" I I 81 OcTK 11 1 I o 1 I C.D. HILL11fAN'S LAKE WASHINGTON vA6EN OF IS —DEN NO. 7
I I r 4 E '- 00 56 1 �E ,1 , R I 056. '1 M I — _ ___ __
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58
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20
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\2 1 "M d 0,M
TREES TO
CUT
TREES TO
REMAIN
204
308
40 PERCENT
60 PERCENT
040004111
000- 1
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JOB NO. 741-001-981
DESIGNED MT
RAWN DT
COMP. D T
CHECKED MT
DATE NOVEMBER 1998
j
JDWG. NO. 74101 THE
8 OF 8 SHEETS
JVOJ DESCRIPTION/DATE 131
1 I plot revisions
Jan. 29, 1999 M�1
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HIGH POINT ELEV - 180
HIGH POINT STA - 13+59.07
PVI STA - 13+50 PVI STA - 14+75
PVI ELEV = 184 PVI ELEV - 172
A.D. _ -22. 75 A. D. 9.00
K 6.59 K = 11.11
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JOB NO. 741-001-981
DESIGNED MT
DRAWN DT
COMP. D T
CHECKED MT
DATE NOVEMBER 1998
DWG. NO. 74101PRO
OF 40 SHEETS
NW 4 OE THE NW 1114 OE SEC 5 TWN 23 N. R--5-E,--W-M-
I ___�_____ ___PORTl�N OE THE_
f I I I I ! I I 1 I I I I I 13L O d K 12
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8 I I I I I I I I
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C. D. l-1ILLMAI S L I ( I I I ( I I
---- -i - ----- - � l �--- --- !- _- _-�- --- --i ---- -- (_- __ _�-_ -- --�_ - - - � ' -- -- -- -- GRAPHIC SCALE
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N 28 TH PL
-- �I - /� LINE
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f 891 S. f os3 s. f e A N L ' 6 ! TL 5 7 TL 58 0
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/'\ 5, 033 s. f4, 942 s. f7,205 s. f. 41
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\ ff \Lep 6, 956 s. f " \ V �\ 6, 47 S. �f3 REC. OS. 6700776 do 7505120513 C2 2 / / L
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\ 1 \6, 220 s. f. `s R�4s' 17 9 \`� �g� 5 / // / ' \ \ \ , / -- 2 V L 7, 310 s. f. -- 3a
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' Sa N89'03'46 "W 370.72 X ---1(,Voo`- X X L 0a �' / �`•
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7 \ I I �� �29 r 35 7.209 s. f.
6 7 j i , / ` \ 12,158 s. f. 9 393 s . ft. l TL 45
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7,261I
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• 75. 0072 tl I (` , ( I I �Q °l / 30 ACCESS EASEMENT
� I I \ � / REC NO. 4359638
00
I-- - _ '
�\ 15 20,643 sq. ft.
\ \ \ o. 4Z acres l _- 1 D O l'% �\ F� S\ ®! 3 z -- S89.0346 "E - 1(:-19 00/ DEVELOPER O WV EFL S
to' SS EASEMENT , (k6 \ �,' \� LABRADOR VENTURES, LLC
-REC. NO. 6706775
32 1 P. O. BOX 3344
204 S. f 33 KIRKLAND, WA 98083
PHONE 1-425-803 0400
p I FAX 1-425-803-6877
L AND SUP VE YOR
C29
MOUNIR H. TOUMA PLS
TOUMA ENGINEERS
\ \ \ 6632 S 191ST PLACE, SUITE E102
KEN T, VIA 98032
PHONE 1---425-251-0665
\ • /(� \ �� \ \ FAX 1- 425-251- 0625
L-
a \
l;
I�6
21
5
�7
�8
19
2D
\.
1 S. f. \
-
1
4\576� s. 650 s. f.
A -J
4, 650 s.
-
4, 650
77,429 s. f I
\
1
50.00'
I
50.00'
50.00' I
CUk IF
RADIUS
LENGTH
TANGENT
DELTA
C1_
25.00'
23.78'
12.50'
53'07'34"
271.00'
57. 76'
28.99'
12'12_'4 5"
C3
271, 00'
23. 80'
11. 97 ,
05'01 '57"
C4_
25. 00'
39.27'
25.00' -
90'00'21 "
C5
229. 00'
38. 79'
19. 44'
09.42 "" 7"
-
------
C6_
-- ---
25.00'
43.39'
29.57'
99'?7'04"
C7_
173.24'
41.22'
20.71'
13'38'02"
C8
_
173. 24'
18. 31 '
9. 16'
06 *03'17"
C9
125.00'
31.41 '
15. 79'
14'23'58"
C10
125.00'
36.57'
18.42'
16'45'45"
C11
686.34'
37.24'
78.62'
03.06'31 "
C12
55. DO'
6. 45'
3.23'
06 *43'17 "
C13
55 00'
35.00'
18.12'
3627'39"
C14
55.00'
35.00'
18. 12'
36 27 39
C15
_
1880.08'
52.53'
26.27'
01 '36'03"
C16
55.00'
35.00'
18.72'
36*27'39"
C17_
55.00'
35.00'
18.72'
_ 36*2_7'39"
C18
55.00'
26.27'
13.39'
2722'00"
C19
55.00'
34.03'
17.58'
_ 35 26'49"
_
C20
55.00'
31.39'
16.14'
32'42'04"
C21
25.00'
44.26'
30.57'
707'26'37"
C22
25.00'
39.27'
25.0_0'
89'59'39"
_
C23
80.00'
56.01 '
29.21 '
40'06'57"
C2_4_
_
125.60'
19.57'
9.80'
08'58'10"
C25
125.00'
20.48'
10.26'
09 23'12"
C26
125.00'
35.97'
18.77'
16 29'10"
C27
125. DO'
58. 30'
29. 69'
26'43'27 "
C28
30.00'
47.12
30.00'
90'00'00"
C29
25.00'
47.00
34.23'
107'42'37
C30
25.00'
56.65'
1 53.42'
129'50'25"
CURVE
RADIUS
LENGTH
TANGENT
DELTA
55.00,
31_98'
_C31
C32
55. 00'
39. 57'
_16.46'
20. 68'
�33*18'48"
41 '13'l6 "
C33
55.00'
35.00'
18. 12' _
36 27'39"
C34
55.00'
35.00'
18. 12'
36 27'39 "
_
C35
55.00'
21.80'
11.04'
22'42'20"
C36
55.00'
36.12'
3_7*37'46"
C37
I-
55.00'
58.22'
_78.74_'_
32.17'
6038'43"
C38
25.00'
19.18'
1 10.09' _
43*57'14"
i C39
25.00'
32.64'
19. 12'
74'48'35 "
C40
72.00'
_
68.55'
37.13' -
- 5433'76"
C41
72.00'
19.62'
9.87'
15'36'48"
C42
83.00'
89. 18'
49.44'
67 33'54"
C43
122.00'
31.42'
15.80'
74'45'75"
j C44
122.00'
34.8 1'
17.52'
16 20'50 "
C45
122.
48.40'
24.52'
22'4354 "
C46
_00'
122.00'
16.46'
8.24'
07'43'54"
C47
250.00'
83.85'
42.32'
79'13'00"
C48
101.00'
108.53'
60.17'
61'33'54"
C49
104.00'
60.56'
31. 17' _
33'21 '56 "
C49
104.00'
1 171. 75'
1 61. 95
67 *3354"
C50
51.00'
180.11'
S1.00
90100'00"
PLA T DATA
7-07.11. AREA - - - - - - -
- - - -
- - - - = 15.55 ACRES
R-t; ZONE AREA --- ----
------
= 11.21 ACRES
NO. OF LOTS --
= 47
LOTS
R/W AREA - - - =
1.56
AC
> 40% SL OPES =
2.22
A C
HAZARD AREAA =
0
AC
TOTAL - - - - - -
= 3.78
AC
DENSITY 47/7.34
= 6.4
UNI TS/ACRE
R-5 ZONE_ AREA -------------
= 4.4.3 ACRES
NO. OF LOTS --
= 15
LOTS
R/W AREA - - -
= 0. 72
AC
> 407. SLOPES =
0.28
AC
HAZARD AREAA -
O 43
AC
TOTAL - - - - - = 1.43 AC
DENSITY 1513.0 = 5.0 UNITS/ACRE
REVISIONS
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EVELOPMENT
CITY OF R&41
01 "• "*
,JAN 2 b
1999
RECEIVED
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JOB NO. 741-001-981
OESIGNL-D MT
DRAWN DT
COMP. D T
CHECKED MT
DATE NOVEMBER 1998
DWG NO. 74101 PP
I
3 OF
19 SHEETS
�lvo� DESCRIP TIONIDA T I BY
PORTION OF THEN W 114 OF THE N W 114 OF SEC, 5, TWN* 23 N. I R. 5 E. I AX M.
N Jlst STREET
LLI
7v �56 JO' RIGHT OF WAY
6,
2%
'REET
27.
— — — — — — — — — —
;LASS "B
ASPHAL T - 2 LIFTS R"CUIRED
6" COMPACTED DE,"TP - CRUSHED
N 28th PL, SURFACING TOP ?SE
n I + I � ITT
'112 " GRA VEL BASE AS / 4EEDED N �Bth STREET,,-
A/ 2RM T
LAKE WASHINGTOi%3LVD.
ROADWAY SECTIONS
cr_
LAKE WASHINGTO\w
SHORE LINE
25' RIGHT OF 1,11A Y
17
97REET
lo�h 0,
27.
—,4" COMPACTED DF,'",q CLASS "B"
ASPHALT - 2 Llr'* . 1 .3 REQUIRED
-,,,6" COMPACTED DEP7V - CRUSHED
SURFACING TOP C0b,?SE
— ------- 12" ",RA VEL BASE k" NEEDED
FT T_
LAKE N. 26 TH ,5 T 21.
ROAD WAY SEC T70,1S
WASHING TON
LAKE WASHINGTON
SHORE LINE
42' RIGHT OF NA Y
6 6' )
SHEET LEGEND GENERAL N 0 TES: 2Z==* 2%
4--2%
1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE "SAW -CUT" TO LEAVE A fns Il A
7
JOIN POINT ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK
SHEET 1 OF 8 CO VER SHEET SHALL BE REPLACED IN KIND OR AS DIRECTED BY THE PUBLIC WORKS.
SHEET 2 OF 8 LEGAL DESCRIPTION 4" COMPACTED DEPT/ CI ASS "B"
2. COMPACTION TESTS ON SUBGRADE AND ROCKGRADE SHELL BE REQUIRED. THE NUMBER OF ASPHALT - 2 LIF7,3 i'EQUIRED
SHEET 3 OF 8 PRELIMINARY PLAT TESTS SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS
REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR OR DEVELOPER THROUGH ANY --,,6" COMPACTED DEPT'' -- -RbSHED
SHEET 4 OF 8 ROADWAY PROFILES LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 24" SURFACING TOP C01_11','E
OF THE SUBGRADE, SHALL BE 95% OF MAXIMUM RELATIVE DENSITY BELOW THAT LEVEL
SHEET 5 OF 8 ROAD WA Y PROFILES THE MINIMUM COMPACTION SHALL BE 90% OF MAXIMUM RELATIVE DENSITY. ROCK "12" GRAVEL BASE "S NEEDEC
SURFACES SHALL HAVE A MINIMUM COMPACTION OF 95Z OF MAXIMUM RELATIVE
SHEET 6 OF 8 GRADING AND UTILITIES PLAN DENSITY
SHEET 7 OF 8 SLOPE ANALYSIS PLAN J. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES, PL A T R CA lr3 l, /4 "' I" L'(_', -inj ON
SHEET 8 OF 8 TREES PLAN VALVE BOXES, ETC., SHALL BE ?HE RESPONSIBILITY OF THE CONTRACTOR OR
DEVLOPER AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT
HAS BEEN INSTALLED.
H.
WA
fj470
Ors
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:11RES 8/22/99
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RE,^..Z,VEn_
'_B ! 0 1 1999
:ANIG DIVISION
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LEGAL DESCRIPTION
PARCEL 1:
THE NORTH 123.12 FEET AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE
OF TRACT 30 AND ALL OF TRACT 31, ELDON ACRES, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY,
WASHING TON.
PARCEL 2:
THE WEST 100.00 FEET AS MEASURED AT RIGHT ANGLES TO THE WEST LINE
OF TRACT 30, ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON;
EXCEPT THE NORTH 123.12 FEET AS MEASURED AT RIGHT ANGLES TO THE
NORTH LINE OF SAID TRACT 30, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON.
PARCEL J.-
THA T PORTION OF GOVERNMENT LOT 1, LYING WITHIN THE NORTH 20 FEET OF
THE WEST 1042.7 FEET OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST
W.M., IN KING COUNTY, WASHINGTON.
EXCEPT THOSE PORTIONS WHOSE INTERESTS WERE QUIETED UNDER KING
COUNTY SUPERIOR COURT CAUSE NO. 92-2-24469-1.
PARCEL 4:
THAT PORTION OF GO VERNMEN T L 0 T 1, SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLL 0 WS.
BEGINNING AT A POINT WHERE THE EASTERLY LINE OF HILLMAN BOULEVARD
AS SHOWN ON THE PLAT OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEA TTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON,
EXTENDED, INTERSECTS THE NORTH LINE OF SAID SECTION;
THENCE SOUTH 89 DEGREES WEST ALONG THE NORTH LINE OF SAID SECTION,
168.8 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 391.4 FEET TO THE NORTH LINE OF ELDON ACRES, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN
KING COUNTY, WASHINGTON;
THENCE SOUTH 89 DEGREES WEST 112. 5 FEET;
THENCE NORTH 391.4 FEET;
THENCE EAST 112.5 FEET TO THE POINT OF BEGINNING;
EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE COUNTY ROAD;
EXCEPT ANY PORTION THEREOF LYING WITHIN THAT CERTAIN TRACT OF LAND
AS DEEDED TO PAUL A. LAPP BY WARRANTY DEED RECORDED UNDER RECORDING
NUMBER 2882752.
PARCEL 5:
BEGINNING 1040.5 FEET EAST AND 306 FEET SOUTH OF THE NORTHWEST
CORNER OF GO VERNMEN T LOT 1, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5
EAST W.M., IN KING COUNTY, WASHINGTON;
THENCE SOUTH 85.4 FEET, MORE OR LESS, TO THE NOR TH LINE OF THE F' A T
OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUrvfE 11
OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON;
THENCE ALONG SAID PLAT LINE SOUTH 89 DEGREES VIEST 425 FEET MOh.'E
OR LESS, TO THE ANGLE CORNER OF SAID PLA T-
THENCE ALONG SAID PLAT LINE SOUTH 45 DEGREES WEST, 356 FEET, MCi�'E
OR LESS, TO THE EASTERLY LINE OF LAKE WASHINGTON BOULEVARD;
THENCE NORTHWESTERLY ALONG SAID BOULEVARD LINE, 75 FEET, MORE OR
LESS, TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 75 FEET
NORTHWESTERLY FROM SAID PLAT LINE;
THENCE NORTH 45 DEGREES EAST, 410 FEET, MORE OR LESS, TO A POINT
WHICH IS SOUTH 89 DEGREES WEST FROM THE TRUE POINT OF BEGINNING;
THENCE NORTH 89 DEGREES EAST, 456 FEET, MORE OR LESS, TO THE POINT
OF BEGINNING;
EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE. -
BEGINNING AT A POINT 30 FEET SOUTH AND NORTH 89 DEGREES EAST e12.5
FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W M., IN KING COUNTY, WASHINGTON;
THENCE SOUTH TO INTERSECT WITH THE NORTH LINE OF THE PLAT OF E L D ON
ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF
PLATS, PAGE 86, IN KING COUNTY, WASHINGTON AND THE TERMINUS OF SAID
LINE.
ALSO KNOWN AS L 0 T 3, CITY OF RENTON L 0 T LINE ADJUSTMENT NUMBErl�' 009 -
85, RECORDED UNDER RECORDING NUMBER 8602139002.
PARCEL 6:
THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS
BEGINNING AT A POINT WHERE THE EASTERLY LINE OF HILLMAN'S BOULEVARD
104TH AVENUE SOUTHEAST), AS SHOWN ON THE PLAT OF HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION TO SEA TTLE NO. 1, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING
COUNTY, WASHINGTON, EXTENDED COULD INTERSECT THE NORTH LINE OF SAID
SEC TION 5,-
THENCE RUNNING ALONG SAID NORTH LINE, NORTH 89'03'45" WEST, 168.8
FEE T•
THENCE SOUTH 98.0 FEET TO THE CENTERLINE OF AN EXISTING STREAM AND
THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 293.67 FEET TO THE NORTH LINE OF ELDON
ACRES TRACTS;
THENCE SOUTH 89'02'15" EAST ALONG SAID NORTH LINE, 168.8 FEET -
THENCE NORTH 205.9 FEET TO THE CENTERLINE OF SAID STREAM,
THENCE NORTHWESTERLY FOLLOWING CENTERLINE 194 FEET MORE OR LESS,
TO THE TRUE POINT OF BEGINNING;
EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE FOLLOWING
DESCRIBED LINE:
BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 5, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, WHERE THE
EASTERLY LINE OF HILLMAN BOULEVARD, AS SHOWN ON THE PLAT OF
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA TTLE NO. 1,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE
63, IN KING COUNTY, WASHINGTON, WOULD INTERSECT THE NORTH LINE OF
SAID SECTION 5 (THE BEARING OF SAID NORTH LINE BEING
NORTH 89'03'45" WEST KING COUNTY AERIAL SURVEY MERIDIAN)
THENCE SOUTH 01'02'55" WEST, A DISTANCE OF 184.8 FEET MORE OR
LESS TO THE CENTERLINE OF CREEK, SAID POINT BEING THE NORTH END OF
THE LINE BETWEEN MARENAKOS AND STRIDE;
THENCE CONTINUING SOUTH 01 02'55" WEST, A DISTANCE OF 206.95
FEET MORE OR LESS, TO THE NORTH LINE OF ELDON ACRES AND THE SOUTH
END OF LINE BETWEEN MARENAKOS AND STRIDE.
PARCEL 7;
THAT PORTION OF GO VERNMEN T L 0 T 1, SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS
BEGINNING AT A POINT 30 FEET SOUTH AND 30 FEET EAST OF THE
NORTHWEST CORNER OF SAID SECTION 5,-
THENCE NORTH
89 DEGREES
EAST, 554.5 FEET TO THE TRUE POINT OF
BEGINNING OF
THE TRACT HEREIN DESCRIBED;
THENCE SOUTH
89 DEGREES
WEST, 254 FEET,•
THENCE SOUTH
20 DEGREES
EAST 240.5 FEET;
THENCE SOUTH
40 DEGREES
EAST 160 FEET -
THENCE NORTH
45 DEGREES
EAST 108 FEET MORE OR LESS, TO A POINT
SOUTH OF THE
TRUE POINT
OF BEGINNING;
THENCE NORTH
89 DEGREES
EAST 228 FEET -
THENCE NORTH
276 FEET
THENCE SOU TH
89 DEGREES
WEST, 228 FEET TO THE TRUE POIN T OF
BEGINNING;
EXCEPT THE FOLLOWING DESCRIBED TRACT -
BEGINNING A T A POINT 30 FEET SOUTH AND 30 FEET EAST OF THE
NORTHWEST CORNER OF SAID SECTION 5,-
THENCE NORTH 89 DEGREES EAST, 554.5 FEET TO THE TRUE POINT OF
BEGINNING OF THE TRACT HEREIN DESCRIBED;
THENCE SOUTH 89 DEGREES WEST, 254.5 FEET;
THENCE SOUTH 20 DEGREES EAST 240.5 FEET;
THENCE SOUTH 40 DEGREES EAST 160 FEET;
THENCE NOR TH 45 DEGREES EAST 108 FEET MORE OR LESS, TO A POINT
SOUTH OF THE TRUE POINT OF BEGINNING;
THENCE NOR TH TO THE TRUE POIN T OF BEGINNING.
ALSO KNOWN AS LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER 009-
85, RECORDED UNDER RECORDING NUMBER 8602139002.
PARCEL 8:
BEGINNING AT A POINT 30 FEET SOUTH AND NORTH 89 DEGREES EAST, 812.5
FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON;
THENCE SOUTH 276 FEE T•
THENCE NORTH 89 DEGREES EAST 228 FEET;
THENCE NOR TH 276 FEE T,-
THENCE SOUTH 89 DEGREES WEST 228 FEET TO BEGINNING;
TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL:
BEGINNING 1040.5 FEET EAST AND 306 FEET SOUTH OF THE NORTHWEST
CORNER OF GO VERNMEN T L 0 T 1, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5
EAST W.M., IN KING COUNTY, WASHINGTON;
THENCE SOUTH 85.4 FEET MORE OR LESS, TO THE NORTH LINE OF THE PLAT
OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11
OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON;
THENCE ALONG SAID PLAT LINE, SOUTH 89 DEGREES WEST, 425 FEET, MORE
OR LESS, TO THE ANGLE CORNER OF SAID PLA T;
THENCE ALONG SAID PLAT LINE SOUTH 45 DEGREES WEST, 356 FEET, MORE
OR LESS, TO THE EASTERLY LINE OF LAKE WASHINGTON BOULEVARD;
THENCE NORTHWESTERLY ALONG SAID BOULEVARD LINE, 75 FEET MORE OR
LESS, TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 75 FEET
NORTHWESTERLY FROM SAID PLAT LINE, -
THENCE NORTH 45 DEGREES EAST 410 FEET MORE OR LESS, TO A POINT
WHICH IS SOUTH 89 DEGREES WEST FROM THE POINT OF BEGINNING;
THENCE NORTH 89 DEGREES EAST, 456 FEET MORE OR LESS, TO THE POINT
OF BEGINNING;
EXCEPTING THEREFROM THAT PORTION LYING WESTERLY OF THE FOLLOWING
DESCRIBED LINE. -
BEGINNING AT A POINT 30 FEET SOUTH AND NORTH 89 DEGREES EAST 812.5
FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
THENCE SOUTH TO INTERSECT V'✓I TH THE NORTH LINE OF THE PLA T OF EL D ON
ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF
PLATS, PAGE 86, IN KING COUNTY, WASHINGTON AND THE TERMINUS OF SAID
LINE.
ALSO KNOWN AS LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER
009. 85, RECORDED UNDER RECORDING NUMBER 86021 J9002.
PARCEL 9:
THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH,
RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLL 0 WS.
BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF HILLMAN
BOULEVARD AS SHOWN ON THE PLAT OF HILLMAN'S LAKE WASHINGTON GARDEN
OF EDEN ADDITION TO SEA TTLE NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY,
WASHINGTON, WITH THE NORTH LINE OF SAID SECTION 5,-
THENCE WEST ALONG THE NORTH LINE OF SAID SECTION, 168.8 FEET TO THE
TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED;
THENCE EAST ALONG SAID NORTH LINE, 60 FEET;
THENCE SOUTH TO THE CENTERLINE OF CREEK;
THENCE WESTERLY ALONG SAID CENTERLINE TO A POINT SOUTH OF THE TRUE
POINT OF BEGINNING;
THENCE NORTH TO THE TRUE POINT OF BEGINNING;
EXCEPTING THE NORTH 30 FEET THEREOF FOR ROAD.
PARCEL 10:
THA T POR TION OF THE NOR TH WES T QUA R TER OF THE NOR TH WES T QUA R TER OF
SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS.
BEGINNING AT A POINT 30 FEET SOUTH AND 30 FEET EAST OF THE
NORTHWEST CORNER OF SAID SECTION 5,-
THENCE NORTH 89 DEGREES EAST 554.5 FEET TO THE TRUE POINT OF
BEGINNING DESCRIBED;
THENCE SOUTH 89 DEGREES WEST, 254.5 FEE T•
THENCE SOUTH 20 DEGREES EAST 240.5 FEE T•
THENCE SOUTH 40 DEGREES EAST, 160 FEET,•
THENCE NORTH 45 DEGREES EAST 108 FEET MORE OR LESS, TO A POINT
SOUTH OF THE TRUE POINT OF BEGINNING.
THENCE NORTH TO THE TRUE POINT OF BEGINNING.
PARCEL 11:
THE SOUTH 10 FEET OF THE NORTH 30 FEET OF THE EAST 554.5 FEET OF
THE WEST 584.5 FEET OF GO VERNMEN T L 0 T 1, SECTION 5, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.
PARCEL 12:
THAT PORTION OF GO VERNMEN T LOT 1, SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLL O W�;:
BEGINNING AT THE INTERSECTION OF THE EASTERLY MARGIN OF HILLMAN'S
BOULEVARD 104TH AVENUE SOUTHEAST), AS SHOWN ON THE PLAT OF
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF
SEA TTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11
OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, PROLONGA TED
SOUTHERLY WITH THE NORTH LINE OF SAID SECTION 5;
THENCE WEST ALONG SAID NORTH LINE, 25 FEET TO THE TRUE POINT OF
BEGINNING OF THIS DESCRIPTION;
THENCE WEST 83.80 FEET;
THENCE. SOUTH AT RIGHT ANGLES TO THE NORTH LINE OF SAID SECTION 5 TO
THE CEhr IERLINE OF A STREAM, SAID CENTERLINE BEING THE NORTH LINE OF
A TRACT" OF LAND CONVEYED TO JAMES L. MARENAKOS AND
GEO.RGIr MARENAKOS, HIS WIFE, BY DEED RECORDED UNDER RECORDING
NUti/ BER 5109221;
THENCE EASTERLY ALONG SAID CENTERLINE TO A POINT SOUTH OF THE TRUE
POINT OF BEGINNING, AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE
OF SA: lD SECTION 5,
THENCE NORTH TO THE TRUE POINT OF BEGINNING,
EXCEPT THE NORTH 20 FEET THEREOF.
THE tAFT 108.8 FEET OF THE FOLLOWING DESCRIBED PARCEL:
THE NOR TH 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF
SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINCTON, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE
EASTERLY MARGIN OF HILLMAN'S BOULEVARD (104TH AVENUE SOUTHEAST) AND
LYING EASTERLY OF THE EASTERLY MARGIN OF NEAL TURNER ROAD;
EXCEPT THE SOUTH 10 FEET OF THE EAST 108.8 FEET THEREOF;
ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE NORTH 20 FEET OF
THE WEST 1042.7 FEET OF SAID SECTION;
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER
THE FOLLOW✓ING DESCRIBED PARCEL:
THE NORTH 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF
SECT/C'N 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE
EASTERLY MARGIN OF HILLMAN'S BOULEVARD (104TH AVENUE SOUTHEAST) AND
LYING EASTERLY OF THE EASTERLY MARGIN OF NEAL TURNER ROAD;
EXCEPT THE EAST 110.8 FEET THEREOF;
ALSO EXCEPT THAT PORTION LYING WITHIN THE NORTH 20 FEET OF THE WEST
1042.7 EET OF SAID SECTION;
ALSO L, CEP T THAT PORTION LYING WITHIN THE SOUTH 10 FEET OF THE WEST
554.E FEET OF SAID SECTION.
PARCEL 14:
THE -� '`H 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF
SECTiolV 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
✓4Sf-'l `," TON, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE
EA57t r;L Y MARGIN OF HILLMAN'S BOULEVARD (104TH AVENUE SOUTHEAST) AND
LYING* EASTERLY OF THE EASTERLY MARGIN OF NEAL TURNER ROAD;
EXCEPT THE EAST 110.8 FEET THEREOF;
ALSO EXCEPT THAT PORTION LYING WITHIN THE NORTH 20 FEET OF THE WEST
1042 7 FEET OF SAID SECTION;
ALSO EXCEPT THAT PORTION LYING WITHIN THE SOUTH 10 FEET OF THE WEST
554.5 FEET OF SAID SECTION.
PARCEL 15:
BEGINN,;vG AT A POINT ON THE EASTERLY LINE OF THE NEAL TURNER COUNTY
ROAD AT A POINT WHICH IS 30 FEET SOUTH AND 30 FEET EAST OF THE
NOR TH WES T CORNER OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH,
RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON;
THENCE NORTH 89 DEGREES EAST 300 FEET,•
THENCE SOUTH 20 DEGREES EAST 240.5 FEET;
THENCE SOUTH 40 DEGREES EAST 160 FEET MORE OR LESS, TO A POINT ON
A LINE ! IICH IS PARALLEL WITH AND 75 FEET NORTHWESTERLY FROM THE
NORTHWESTERLY LINE OF THE PLAT OF ELDON ACRES, ACCORDING TO THE
PLAT T"LREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF
SAID COUNTY;
THENCE ON SAID PARALLEL LINE SOUTH 45 DEGREES WEST TO THE NORTHEAST
LINE OF LAKE SHORE BOULEVARD;
THE,,:'Cw' NORTHWESTERLY ALONG SAID BOULEVARD LINE 280 FEET MORE OR
Lt SS. 'THE' EASTERL Y LINE OF THE NEAL TURNER COUNTY ROAD;
THENCE NORTHERLY ALONG SAID ROAD LINE TO BEGINNING.
PARCEL 16.,
THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 5 WHERE THE EASTERLY
LINE OF HILLMAN BOULEVARD AS' SHOWN UPON THE PLAT OF HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON,
EXTENDED, WOULD INTERSECT THf NORTH LINE OF SAID SECTION 5; THENCE SOUTH
391.40 FEET, MORE OR LESS TO THE SOUTH LINE OF THE LAND CONVEYED TO FRED W.
RAREY AND HELEN RAREY, HIS Wlr"-- BY DEED DATED JUNE 1, 1917, RECORDED IN
VOLUME 1129 OF DEEDS, PAGE 1.52, UNDER KING COUNTY RECORDING NO. 1469521,
RECORDS OF SAID COUNTY,•
THENCE EAST 195.50 FEET, MORE OR LESS, TO THE WESTERLY LINE OF THE RIGHT OF
WAY OF THE COLUMBIA AND PUGET SOUND RAILROAD COMPANY,•
THENCE NORTHEASTERLY ALONG THE WESTERLY LINE OF SAID RIGHT OF WAY, OT THE
NORTH LINE OF SAID SECTION 5,-
THENCE WEST ALONG THE NORTH LINE OF SAID SECTION TO THE POINT OF BEGINNING,
EXCEPT THAT PORTION THEREOF LYING NORTH OF THE SOUTH LINE OF THE CREEK;
AND EXCEPT ROADS,
ALSO THE WEST 30 FEET OF THE EAST 150 FEET (AS MEASURED ALONG THE NORTH LINE
OF SAID SECTION) OF THAT PORTION OF THE TRACT HEREINABOVE DESCRIBED LYING
NORTH OF SOUTH LINE OF SAID 'T"TION OF THAT PORTION OF THE TRACT
HEREINABOVE DESCRIBED LYING vCn TH OF THE SOUTH LINE OF THE CREEK;
EXCEPT THAT PORTION OF THE N'„ 'l'L-A3T QUARTER OF THE NORTHWEST QUARTER OF
SAID SECTION 5 CONVEYED TO THE ESTATE OF MARY P. AUGE UNDER KING COUNTY
RECORDING NO. 8508280811 IN SETTLEMENT OF KING COUNTY SUPERIOR COURT CAUSE
NO. 85-2-00294-6, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE NORTHWESTERLY MARGIN OF THE
ABANDONED PACIFIC COAST RAILROAD COMPANY'S NEW CASTLE BRANCH WITH THE
NORTH LINE OF SAID SECT1-61V
THENCE NORTH 89103'45" WEST ALONG S AID NORTH LINE 120.00 FEET TO THE TRUE
POINT OF BEGINNING,
THENCE CONTINUING NORTH 89 0345" WEST 17.91 FEET TO AN EXISTING FENCE;
THENCE SOUTH 01'12'40" WEST ALONG SAID 103.21 FEET TO THE NORTHERLY
MARGIN OF SAID ABANDONED RAILROAD, SAID POINT BEING ON A CURVE TO THE
CENTER OF WHICH BEARS SOUTH 4104'12" EAST -
THENCE NORTHEASTERLY ALONG SAID MARGIN ON A CURVE TO THE RIGHT HAVING A
RADIUS OF 934.904 FEET FOR A DISTANCE OF 25.26 FEET;
THENCE NORTH 003345" EAST 86.57 FEET TO THE TRUE POINT OF BEGINNING.
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GRAPHIC SCALE
_ �. b --- N 28TH PL
NORTH BOUNDARY LINE
AS ESTABLISHED BY SUPERIOR COURT
- _ --- �- -- - - - I- _r- -- -- - - - - -- -- -- - -- _ CAUSE NO. 92-2-24469- f ( IN FEET )
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II I I J I I I T
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\ \ \ --� I v \ 11 RE NO. 279 523 I \ I _._.
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30'ACCESS EASEMENT
5,595 s.f. C ti_, �'�� �.�' . o, / -_-. -- ------ --.- --- --- --- ---- - i C2 �s X C,3 \ , REC NO. 4023743
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\ \ V GEO NICAL REPORT / \ \ 3O
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\ 6, 83 7 s. f / \ \ "� n I I I 7, 258 s. f. /
s9 0� asE- o 7,261 s. f.
% / \ o i I �- 30' ACCESS EASEMENT
\ N' = 1 1 I ( -� / REC NO. 4359638
\ I _ _ /
\L D Ol'�i ��� \� o 31� �` .� - \- . e s89•o3'4s"E a.. �oo DEVELOPER D WNERS
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\ \�: \ / r` REC. NO. 6700775 ' \ \ -' \ i LABRADOR VENTURES, LLC
\ \ ��� \ \ i/�` •0� .� \ J off' 32 I I I P. O. BOX 3344
\ / \ e'3' 7,204 s. f. I 33 1 KIRKLAND, WA 98083
50o s. f / PHONE 1- 425- 803- 0400
FAX 1- 425-803-6877
LAND SURVEYOR
C2 �tn
Q) MOUNIR H. TOUMA PLS
TOUMA ENGINEERS
\ �/ V \ \ \ \ 6632 S 191 ST PLACE, SUITE E102
of KEN T, �WA 98032
• \ (- \ \ PHONE 1-425-251-0665
\ \ \ \ \ \ \ FAX 1-425-251-0625
-,00p AV
O\ \ -
LINE
DIRECTION
DISTANCE
L 1
S00 22'34 "W
36. 74'
L2
NOO'56'35 "E
23.92'
L3
S00 22'34 "W
27.82'
L4
N38'51 '08"W
26.60'
L5
N3225'27"W
34,37'
L6
N57'05'39"E
71.74'
L 7
S20'58'35 "E
26. DO'
L9
N2729.52"W
23.38'
L 10
N27 29'52 "W
31.61 '
L 11
N01 51 '53"E
15. 00'
L12
589*04'19"E
33.71'
L 13
S70.43'30 "E
29.04'
L 14
N35'36'45 "E
21.92'
L 15
S89'03'46 "E
20.59'
L 16
S0056'14 "W
20.00'
L 17
SO 1 -1 238 W
5. 00
m
M
In
0
c
m
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
25. 00'
23.18'
72.50'
53'O7'34"
C2
277.00'
5 7. 76
28.99'
12*12'45"
C3
1 271. 00'
23. 80'
11. 91 '
05.01 '5 7"
C4
25. 00'
39.27'
25. 00'
90'00'27 "
C5
229.00'
38.79'
19.44'
09'42'17"
C6
25. 00'
43. 39'
29. 57 '
99 27'04
C7
1 70.24
41.22'
20. 71 '
13'38'02"
C8
173.24'
18.31'
9.16'
06'03'17"
C9
1 725.00'
37.47'
75.79'
14'23'58"
CIO
125.00'
36.57'
78.42'
16'45'45"
C11
686.34'
37.24'
18.62'
03'06'37"
C12
55. 00'
6. 45'
3.23'
06.43'17 "
C13
55.00'
35.00'
18.12'
3627'39'
C74
55.00'
35.00'
18. 12'
36 27'39'
C75
7880. 08'
52.53'
26.27'
! 01 36'03'
C16
55.00'
35.00'
18. 12'
36 27'39
C17
55.00'
35.00'
18. 12'
36 27'39
C18
55.00'
26.27'
13.39'
1 2722'00"
C19
55.00'
34.03'
77.58'
35 26'49"
C20
55.00'
31.39'
16.14'
32'42'04"
C21
25. 00'
44.26'
30.57'
10126'37"
C22
25.00
39.27
25. 00'
89'59'39
C23
80.00'
85.96
47.65'
61'33'54"
C24
125.00
19.57
9.80'
08'5810'
C25
125.00'
20,48'
70.26'
09'23'12"
C26
125.00
35.97
18.11
16'2910
C27
1 125.00
58.30
29.69
26'43 21 '
C28
30.00'
1 47.12
00.00'
1 90'00'00"
C29
25. 00'
1 47.00
34.23'
107'42'37"
C30
25.00
56.65
53.42'
129-50'25"
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C31
55.00
31.98'
16.46'
33'18'48"
C32
55.00'
39.57'
1 20.68'
41'13'16"
C33
55.00'
35.00'
18. 12'
36 27'39"
C34
55.00'
35.00'
78. 12'
36 2739"
C35
55.00'
27.80'
11.04'
22'42'20"
C36
55.00'
36.12'
18.74'
3737'46"
C37
55.00'
58.22'
32.17'
6038'43"
C38
25. 00'
19.18'
10.09'
43-57'14'
C39
25. 00'
32.64'
19. 12'
74'48 35"
C40
72.00'
68.55'
37. 13'
54 33'16'
C41
72.00'
19.62' 9.87'
15'36'48"
C42
83.00'
89. 18'
49.44'
61 33 54'
C43
122. 00
25. 79'
12. 64'
11 '49'53 '
C44
722.00
47.67'
27.04'
16 20 50'
C45
122.00'
48.40'
24.52'
19'3419'
C46
1 122.00'
32.81 '
16.50'
15 24'26"
C47
250.00
83.85
42.32
19'1,3 00
C48
101.00
108.53'
60. 17
61 '33 54'
C49
104. 00'
60.56'
37. 1 7'
33 21 '56'
C49
704.00'
1 111.75'
1 67.95'
1 67'3354'
C50
51.00
1 80. 11 '
1 51.00
1 90'00 00
/ /II PLAT DATA
TOTAL AREA --------------- = 15.55 ACRES
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NO. OF LOTS -- = 47 LOTS
R/'W AREA --- = 1.56 AC
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TOTAL ------ = 3.78 AC
DE'VSI TY 4717.34 = 6.4 UNI TS/ACRE
R-5 ZO.VE AREA ------------ = 4.43 ACRES
NG. OF LOTS -- = 15 LOTS
R/W AREA --- = 0.72 AC
> 407. SLOPES = 0.28 AC
HA �ARD AREA = 0.43 AC
TOTAL ----- = 1.43 AC
DENSI TY 15/3.0 = 5.0 UNI TS/ACRE
TRACT "A" = 1.73 ACRES
TRACT "B" = 1.05 ACRES W/THIN R8 ZONE
0.71 ACRES W/ THIN R5 ZONE
TRACT "C" = 0.37 ACRES
TRACT "D" = 0.17 ACRES
TRACT "E" = 0.09 ACRES
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