HomeMy WebLinkAboutLUA98-141 Large Formatci-)
C3
L0
D
(13
50
C11
L 0
-T P OR T/ON OF THE N W 114 OF THE N W 1,14 OF SEC 5, TWN 23 Noy R 5 f-1
7-
BLOC�' I
-)o z" 9 8 1 2 7 26)
7 zi - 7 j
48 46. 4- 42 41 40 39 38 _5 3 6 35 34
C. D. HILLM4S LAKk WASH)NG-17-ON iGARDEP) OF E4N No.
OR
As c
-T CAUSE
2 J9 23'w 50.4
591 S. F
f-I F 1,3
F- 6,956 f. G; 4t , .
F
c 2
L- rn
3 C21 6 448 s. f. j
5,595 s. fj C
104 f,
589 -Q�
F
4h CIO
6,220 f
17
8,093 .r.1
cl
s 16
888 f
CI
8
5,51 / s. f.z
6
211 s. f. 7
6,837
15
10' SS EASEMENT
REC. NO. 67007
-00p
LINE
DIRECTION
DISTANCE
L I
SOO*2234"W
36.74'
L2
NOO'56J5"E
23.92'
L3
SOO'2234"W
27.82'
L4
NJ8'51'08"W
26.60'
L5
f4J2 '25'21 " W
34.37'
L6
N5 7'05'.39 "E
11. 74'
L 7
S20*58'35"E
13.00'
L8
S2 0 *5 835 "E
ii.00'
L 9
N32*2521"W
29.55'
L 9
N27*2952"W
�J. 38'
L10
S-57*34'39"W
34. 00'
L10
N27*2952"W
31.61,
Lll
N01'51'53"E
15.00'
L 12
S89*04'19"E
33.71'
L 13
S70*43'30"E
29.04'
L14
N,32 *1926 "E
8.76'
L 15
S89'0,3'46 "E
33.59 1
L 16
SOO*56'14"W
20.00'
'.o� Ago% sows., 0.'%
CUR VE
RADIUS
LENGTH
TANGEN T
DEL TA
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'
11.91'
05'01'57"
C4
25. 00'
J9.27'
25. 00'
90'00'21 "
C5
229.
38.79'
19.44'
09*42'17"
C6
25. 00'
43.39'
29.51'
99*27'04"
C7
17,3.24'
41.22'
20.71'
13'38'02"
C8
17,3.24'
18.31
9.16'
06'0,3'17
C9
125. 00'
31.41
15.79'
14 '23'58
clo
125.00,
36.57'
18. 42'
16 *45'45
cil
686.34'
37.24'
18.62'
03 *06,31
C12
55.00
6.45'
J. 23'
06 '43'11
cii
55.00
J5. 00'
18.12'
3627,39"
C14
55.00'
35. 00'
18.12'
362739"
c 15
1880.08'
52.53'
26.27'
0 1 *,36'03 "
C16
55. 00'
35. 00'
18.12'
3627,39"
C17
55. 00'
35. 00'
18.12'
3627'39"
C18
55.00'
26.2 7'
13039'
27*22'00"
C19
55. 00'
.34. OJ'
17.58'
3526'49 "
C20
55. 00'
31.39'
16.14'
3242'04 "
C21
25. 00'
44.26'
30.5 7'
10 1 *263 7 "
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'
09'2,3'12 "
C26
125. 00'
35.9 7'
18.11'
16 '29'10 "
27
125. 00'
58.30'
29.69
26 *4,3'21 "
C28
io. 00'
4 7.12'
30.00'
90.00,00"
C29
25. 00'
47.00'
34.23'
107*4237"
dLC30 AN
25. 00'-
56.65'
53.42' 1
129*50'25"
CURVE
RA61us
-00'
LENGTH
TANGEN T
DEL TA
C,31
5��-
31.98'
16.46'
3X1 8'48 "
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'
362 739
C35
55.00 1
21.80'
11. 04'
22 '42'20
C36
55. 00'
36.12'
18.74'
37*,37'46"
CJ7
55. 00'
58.22'
32. 17'
60'38'43 "
C38
25. 00'
19.18'
10.09,
435 7'14 "
C39
25. 00'
32.64'
19.12'
74 *4835 "
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'
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'
108.5,3'
60.17'
61',3354=
C49
104. 00'
60.56'
31.17'
332 1'56
C49
104. 00'
711.75'
61.95'
61 *,3,354
c5o 1
51.00'
80.11,
51.00'
90,00,00"1
D. /,L'- L M, A
N-
26.80,
S5-41-27'215"E
S89 *03'46 "E
W. A/)
WA S/
'N - TCY, OF EDE/V NO. I
ON A 0 R F--D
T,
40 T1 5 8
TL .5 7
0
+/
s 15 1 -1 O� 22-� E
32. '2 1 7 7,3
//,/-, +/
S.6,6*45'27j*
52-45
'E. '0 4'1 97E
4�4
S. 38
30' ACCESS EASEMENT
REC NO. 4023743
1, 2,-5 7 s. f.
L 4�
L
7,793 S. f. / / A
c�
36
7,209 s. f
TL 45
30' ACCESS EASEMENT
REC NO. 4359638
DE VEL OPERIO WNERS
LABRADOR VENTURES, LLC
P. 0. BOX J344
KIRKLAND, WA 98083
PHONE 1-425-803-0400
FAX 1-425-803-6877
LAND SURVEYOR
MOUNIR H. TOLIMA PLS
TOUMA ENGINEERS
66,32 S 191ST PLACE, SUITE E102
KEN T, WA 98032
PHONE 1-425-251-0665
FAX 1-425-251-0625
P'-A T DATA
TO "A L AREA ---------------
15.55 A CRES
R--3 ZONE AREA ------------
11.21 ACRES
NO. OF LOTS
47
LOTS
PIW AREA - - -
1.56
AC
> 40,cz,, SLOPES
2.22
AC
HAZARD AREAA
0
AC
TO T,-,l L ------
3.78
AC
DENSITY 4717-34
6.4
UNI TSIA CRE
R--5 ZONE AREA -------------
= 4.43 A CRES
NO. OF LOTS
15
LOTS
RIW AREA. -
0. 72
A C
> 407. SLOPES
0.28
AC
HAZARD AREAA
0.4,3
AC
Aml i"m -----
1.43 AC
bi tNSITY 1513.0
5.0 UNITSIACRE
p p
-PM
'E
i Yofz R �NVING
N
JAN 2 6 999
C
RECEIIIED
6M,
CQ
(J� Q)
Du
cy)
-z
LQ
c)
CQ
Im
0)
M
�11
Ln
C\j
C7)
C\j
C:
m
PORTI'ON OF THE NW 114 OF THE NW 114 OF SEC 5, TWN 23 N., R 5 E, W-M#
i- --- T- T 7
F T -7 -1
i EL OC� 12
7
9 1 '3
4 1 41 1 40 1 3 8 37 36 1 35 1 34 1 35 1 32 1 31 1 -30 29 1 28 27 26
e4 4 4z
C. 'H1Li'--MAkl-l--)- LAK� WASHIINGTON IGARDE�J OF ED�N NO. 11
GRAPHIC SCALE
-0-1
L Go 0 30 60 120 240
N 28 TH PL NORTH 3OUNDARY LINE
AS ESTABLISHED BY SUPERIOR COURT
41TN INWFEET
F - - CAUSE NO. 92-2-24469-1
1 inch 60 ft.
10'SS EASEM2�-NT
REC NO. 7309130772
o
lo 1,3 14 1, 1 17 1 78 19 20 27 Z- 2- 24 25
CONC. WALL
10.00' 10.00, 31 HILI'A(AWS LAKE WASHINGTON GA6EN OF EDEN NO. I
15' PRESCRIP T/ VE
N00056,14-E 0.001, A/00-56'14"T� I - 16.66
N 00,56'14"E
81900J,4610 N89 10J'46 7-
w N00*56'147E EASEMENT
F
------ 129J. 60'1 49 23 TH S
jt,
J'p "F* 1,14R- aQ A
- -------- - -- ----------
A
420.04 50. DO'- �01 ol 0.00' -ACT7:
f TR 00,
5a oo�-
Z) �')-3. UO 5J.. Sol.51!,5j-w
24.68';
S8910.3'45"E
--7
62 61 60 59 58'\ 57 56 55 i54 4 47 46
53 52 51 50 49 5
10, 744 s. f. I I \4� EL LJ ON TL 5 9
61 4,5GG t 500 \s. 500 s.
(3 "-00 500 s. '500 s. f. "500 S. f.111 1 505 s. f. 6, 2,33 s" f.
5 08 s. f. 4,505 S. f. 505 s. f. 4,505 s. f. 4,552 s. � i I -'-i- 56 7
-- 101, � /1' EX. CON DAM *+ L �;O TL 40 TL TL 5,5
1 1,859 s.tj 57
(-3 Z6. 50.00' rn ()f')' I - I ---1 I
4-111-1 " r A 7
0
S 45 tK
8 .5
J=::71 C44
J, I.-, TRA B 26.80
28.�2 55.00 UU 195.59
C; C22 +/
C43 S5427*25"E
4,10, /7
7,615 s. f. 21 .9'
+/
7 14 15 1\5 17 11 19 20 'z
IT I �'j 11. 429 s. f
45
861 s. f 4,576 s Z, 4 650 s 4,650 S. P 6 '27
'650 s t -Z�4 650 s.fp"
4
4,837 4 43 42
s. f.
'--1 --
5, OJ'3 S. f. 4,942 s. f. 7,205 s. f, 5b. -11
�65 J��, Zj-W J'3 S. f. S. f. -3 EXIS77NG HOUSE
'3 W 50-
in nt)�7 V;4 -- TO BE REA40VED
2 1100-00, 1 S�0,3,'46 "E 47
SE EA SEVEN T 7,223 s.i.
C2 i
591 s. R 0. 279952J C41 -4-
1 (0) .-- f-0 �' --- -- 0
-Cr 22 C2 39
6,95(.; S. r., j I
40 7,23 7 s. f.
8, 285 s. f.
C2
1 J 448 s. f. 30' ACCESS EASEMENT
-Tt"'A C T
S.f.
x Cj REC NO. 402374J
5,595 s. f C2
i C36
19
-PW
1104 C 10 C2 11, 23 7 s,�
buy 0,5 -z!)
24
f
5,609 S.�
\-�r\ / 1 23 6,605 s. f.. 25 26 2 7 28
C IL5J s. f.
4.
4,950 s. f. S. 4,50
7,J10 4 L-)
;K
8, J93 s. f. Z
'62 -76'� 95,76' 67. 11' 1 60.01' 7,793 s. f. E
p -- X X
1 x
5 N89 .3 7,r, 72
4 4Q
Cl L
16
4888 s. C30
Cl Z�
8 :-72ACKS 36
15, Fou 77ON Sl
5,517 s. f.z RECOM ED By THE 30
GEO ICAL REPORT 7, 2 0 9 s.. f.
Ix o/
6 12,158 s. f. 34 35
\\7211 s. f.
f
6, 83 7 s. A 1 1 393 sq. ft. 7,258 s. f. 7,261 f.
�-ZaZ15. �00 " a I
JO' ACCESS EASEMENT
REC NO. 4J59638
rl
7
L
S8
i&= - - 9 "03'46 "'E 1-89.-6 DE VEL OPERIO WNERS
E L D C) A (," - �-j 1 0/0
�L 7203 s. f.
10' SS EASEMENT
NOO-"
4N
N�
4,
,56
505
0
,�A 26-80�
S
54 -2 �2a
--REC. NO. 6700 75 LABRADOR VENTURES, LLC
P. 0. BOX 3344
< 32 33 ac KIRKLAND, WA 98083
7,204 s. f a PHONE 1-425-803-0400
0 s. � "
ok FAX 1-425-80,3-6877
Cte% LAND SUR VE YOR
0-or
, or,
LINE_
D IF? E:C:T:10�
D IS TA NCE
L 1
SOO -22'J4"W
36. 74'
L2
NOO -56'35 "E
23.92'
SOO'22'34"N
27.82'
L4
N38*51'08"VI
26.60'
L5
N,3225'2 7 " W
34-3 7'
L 6
N5 7'05',39 "E
71.74'
L 7
S20*58'35"E
26. 00'
L9
N2729'52"W
2-3-38'
L70
N27*29'52"W
31.6 1'
Lll
NOI'51'5,3"E
15.00'
L 12
589*04'19"E
3,3.71'
L 7,3
5 70'4,3',30 "E
29-04'
L14
N,35 '36'45 "E
2L92'
L75
S89 *OJ'46 "E
20.59'
L16
SOO -56'14 W
20. 00'
L 7 7
SO 1 -12',38 W
5. 00'
to 0
13
NOISIA10
666L L 0
0 9 Al, 1, ") 3 d
�!O.UG�l -�O Al!",
CUR VE
RADIUS
ENGTH
TANGENT
DEL TA
C 1
25. 00'
3.18'
12.50'
5,3*07'34"
C2
271.on'
1
28.99'
12*12'45"
C13
271.00'
23.80'
17.91 1
05'0 1'5 7
C4
25. 00'
3 9. 2 7' 1
25. 00'
90*0021
C5
229. 00'
-38.79' 1
79.44' 1
09 *42'17
C6
25. 00'
40-39'
29.5 1'
9 92 7'0 4'r
C 7
17J.24'
41.22'
20.71'
IJ *,38'02'7-
C8
173.2 4' 1
18.37'
9.15'
05'OJ'l 7" 1
C9
125. 00'
3 7.4 1'
75.79'
14 -20'58
CIO
125. 00'
36.57'
78.42'
16 *45'45
C71
686. J4'
3 7.2 4'
18. 62'
1 03'06',31
C12
55. 00'
6.45'
3.2,3'
1 06 '43'11
C13
55. 00'
35. 00'
1 18. 12'
35*27',3c
C74
55. 00'
-35. 00'
1 18. 12'
3672 7'39'�
C75
1880.08'
52.5,3'
26.2 7'
01-06,0,3"1
C16
55. 00'
35. 00'
18.12'
1 3627',39"'
C17
55. 00'
15.12'
36 *2 7'59
C18
55. 00'
26.27
1 J. J9,
27*22'00"
C19
55. 00'
34.0,3'
77.58'
35 *26'4 9
C20
55. 00'
76.14'
32 *42'04
C21
25. 00'
44.26
30.5 7'
10 7 *26'J 7pp
C22
25. 00 p
-3 9.2 7'
25. 00'
89,59,39".
C23
80. 00'
85. -96'
4 7.66'
6 1 *JJ'5 4 "
C24
125. 00'
19,5 7'
9.80'
08*58'1�7
C25
125. 00'
20.48'
7 0.26'
09-2,3'72",
C26
125. 00'
35.9 7'
18.11,
16 *29'10 "
C27
125. 00'
58.30 1
29.69'
26 *4,3'21 "
C28
'30.00'
4 7.12'
'30.00,
-90,00,00"
C29
25. 00'
4 7. 00'
34.2,3'
107'42',37"
C,30
25. 00'
56.65'
5,3.42'
1295 0'25 "
A C2 Ln
2�11
CUR VE
RADIUS
LENGTH TANGENT
DEL TA
Cil
55.00'
31.98' 16.46'
33,18,48
Q32
55.00'
J9.5 7'
20.68'
41 *1,3'16
C1313
55. 00'
35. 00'
18.12'
36*27'-3-9"
C,34
55.00'
.35. 00'
18. 12'
J6 *2 7',39
C,35
55. 00'
2 7.80'
11. 04'
22*42'20
Q36
55. 00'
36.12'
78.74'
3 73 7'4 6
C-3 7
55.00,
58.22'
-32.17'
60',38'43"
C,38
25. 00'
19.18,
10.09'
43 *5 7 "t I "
C139
25. 00'
32.64'
19.12'
7448',35
C40
72. 00'
68.55'
J 7.73'
5 4 *,3,3'16
C41
72. 00'
19.62'
9.87'
15 --3 6 7-4 8
C42
8-3.00,
89.18'
49.44'
61 *,3,3'5 4
C43
122. 00'
25.19'
12.64'
11'49'53"
C44
122. 00'
47.6 7'
21.04'
16*20'50"
C45
722. 00'
48.40'
24.52'
19',34'1 -9
C46
122. 00'
32.81'
16.50'
15 '24'25
C47
250 00'
83.85'
42-32'
19*1,3'00"
C48
101,00,
108.53'
60.17'
61 *,3-3'54
C49
104. 00'
60.56'
31.77'
33*21'56"
C49
7 04. 00'
111. 75'
1 61.95'
1 6 1 -3 Y5- 4"
C50
5 1. 00'
80� I l'
1 5 1. 00'
i go*on'on"
MOUNIR H. TOUMA PLS
TOUMA ENGINEERS
6632 S 191ST PLACE, SUITE E102
KENT, WA 98032
PHONEl-425-251-0665
FAX 1-425-251-0625
PLAT DATA
TOTAL AREA - - - - - - - - - - - - - - - 15.55 A CRES
�?-8 ZONE AREA ------------ 11. 21 ACRES
NO. OF LOTS -- = 47 LOTS
RIW AREA - - - 1.56 AC
> 40Z SLOPES 2.22 AC
HAZARD AREA 0 AC
TO TA L - - - - - - -3. 78 A C
DENSI TY 4 717-34 6.4 UNI TSIA CRE
R-5 ZONE AREA ------------ 4.43 ACRES
NO. OF LOTS 15 LOTS
RIW AREA --- 0. 72 AC
> 40% SLOPES 0.28 AC
HAZARD AREA 0.43 AC
TO TA L - - - - - 1.43 AC
DENSI TY 1513. 0 5. 0 UNI TSIA CPi�
TRA C T "A 1.73 ACRES
rRA C T "B 1.05 ACRES Wl THIN R8 ZONE
0.71 ACRES W1 THIN R5 ZONE
TRACT "C" = 0.37 ACRES
rRA C T "D = 0.17 ACRES
TRA C T "E = 0.09 ACRES
JVOJ DESCRIPTIONIDATE JBI
REWSION DA TED MT'
L U
z�
6k'-,
�'-<
Z�
.j
Lo
ol Iq
Q
21
Q�
�iTY OF REN-1 0'
FLECENED
ZEB 0 1 1999
CQ
CO
45�
UOB NO. 741-001-981 1
ESIGNED M T
RAWN DT
COUP. D T
CHECKED M T
DA7E NOVEMBER 1998
DWG. NO. 74101PP
OF 40 SHEETS
0
POR TION OF THE N W 114 OF THE N W 114 OF SEC 5, TWN 23
I I I I I I
1 50 49 48 47 46
BL 0JK 12
4-5 44 4-7 42 41 40 3-9 38 07 36 35 34 3,3 32 31 30 2,9 28 27 26
C. D. IHILLMAk'S LAK� WASHJNCTO DF-/J OF EDkN NO. 11
A-
36"
12'M 12" AD
"MAD
8
12"A4
2 5 8'
2 1)-
C,
W, "COT
I 04S EA
12'
RE& NO.
40"A4
-,00p
4kkb
cm
cn
w
w
cr
TREES TO
CU T
TREES TO
REMAIN
204
308
40 PERCENTI
60 PERC T
- I
F �c
BVSUPERIOR COURT
,,,R 5 El W. M.
60
0
GRAPHIC SCALE
30 60 120
( IN FEET )
I inch = 80 &
jV0J DESCRIPTIONIDATE 1B)l
H.
70
4j
TL 5 —q
4—
)0
(40
210
TL 7,3
0 - J ACCESS EASEMENT
REC NO. 402J743
70'Ll* 7-/
TL 45 -,j
JO' ACCESS EASEMENT
REC NO. 4359638
N)
o/
c)
C):�
bl-
JOB NO. 741-001-981
MT
RA KIN RDR
DEVELOPMENT PLANNING COUP. D T
CITY OF RENTON
CHECKED M T
DEC, 0 ;2, 1998 DA TE NO VEMBER 1998
RECEIVED WG. NO. 74 I'MEES
=490Z
jV01 DESCRIP TIONIDA 7E 1 B 4
p
1 40
T1 ON OF THE N W I/
LAKE WASM
SHORE LINE
THE N W 114 OF SEC* 5,
in 200'
1 a
TWNo 2J No, Ro 5 E., Wo M*
JO' RIGH T OF WAY
7,6, -
.4" COMPACTED DEPTH CLASS "B"
ASPHALT - 2 LIFTS REQUIRED
6" COMPACTED DEPTH - CRUSHED
SURFACING TOP COURSE
,12" GRAVEL BASE AS NEEDED
LAKE WASHINGTON BLVD.
ROAD WAY SEC 77ONS
25' RIGHT OF WA �'
4- COMPACTED DEPTH CLASS "B"
ASPHALT - 2 LIFTS REQUIRED
6" COMPACTED DEPTH - CRUSHED
SURFACING TOP COURSE
-12" GRAVEL BASj:-- AS NEEDED
N. 26TH STREET
ROADWAY SECTIONS
42' RIGHT OF WA Y
SHEE
GEN-f-RAL
NO7FS,-
2%==>
2%==>
1.
IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE "SAW -CUT" TO LEAVE A
JOIN POINT ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WDENING WORK
lfTt=Afl=:3'p774"
SHEET 1
OF 8
CO VER SHEET
SHALL BE REPLACED IN KIND OR AS DIRECTED BY THE PUBLIC WORKS.
COMPACTED DEPTH CLASS "B"
SHEET 2
OF 8
LEGAL DESCRIP TION
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
ROAD WAY 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 RELA77VE DENSITY ROCK
SHEET 5
OF 8
ROAD WAY PROFILES
SURFACES SHALL HAVE A MINIMUM COMPACTION OF 957. OF MAXIMUM RELA77VE
SHEET 6
OF 8
GRADING AND UTILITIES PLAN
DENS17-Y
PLA T ROAD WA Y SEC 77ON
'014
Fllroj
SHEET 7
OF 8
SLOPE ANALYSIS PLAN
J.
ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES,
0�-
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.
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8/22/99
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JOB NO. 741- 001- 981
MT
RAM DT
C C p
OMP. D T
COM - I
C
CHECKED M T
D T
DA TE DEC. 1998
W
0 . 0.
O. 74IDlWC
1 oF- 8sHEETs I
-�r
r p- `716 ll� .///�
cyl
-m
4j
PORTION OF THE NW 114 OF THE N W 114 OF SEC 5., TWN 23 Noy
T- - -7
BLOC� 12
3cj -8 6 35 34 1 33 2- 1 31
4 7 46 -)7 30 29 28 27 26
50 49 4 4- 4" 41 1 40 1 7
D. HIL L.VA �J'S LA J WA SH)N G TON it'S'ARDE� OF -EAN NO. 11
e
e
N 28 TH PL
UNE
21SUSEb2- FL
CA
S BY SUPEMOR COURT
CAUSE 2-9-8~9-1
-T
10'SS EASEMENT
REC NO. 780�130772
1 -7
\ I- 5�
V'A
(510
00,11
OK C14 PC
cl
15 Ji
10' tS EASEM&f .0
REd. NO. 6706775
LINE
DIRECTION
DISTANCE
Ll
N36 *3 7'5,3 " W
30.18'
L 2
N36*37'53"W
30.18'
L 3
SOO*22'34"W
36.74'
L 4
NOO*5635"E
23.92'
L 5
SOO*2234"W
27.82'
L 6
N38*51'08"W
26.60'
L 7
N32*25'21 "W
34.37'
L 8
N57*05'39'PE
11. 74'
L9
N32*25'21 "W
29.55'
L9
N42'58'48"E
15.64'
L10
S5734'39"W
34. 00'
L10
S89'03'46 "E
14.08'
Lll
N27*2952"W
23-38'
L 12
N27*29'52"W
31.6 1'
L 13
S89 *03'46 -E
20. 00'
L14
S89 '03'46 -E
10.11'
L 15
S70*43'30"E
29.04'
L 16 S89'03'46"E
16.39,
L17 N32 *1926 "E
8.76'
L 18 S89 *03'46 "E
33.59'
L19
S89 *03'46 "E
15.54'
L20
S89 '03'46 "E
13.54'
L21
SOO*56'14"W
20. 00'
44
CURVE
RADIUS
LENGTH
DEL TA
Cl
173.24'
41.84'
13 *50'11
C2
100. 22'
14.17'
08 *05'5 7"
C3
25. 00'
5 7.29'
1,31'17'-38"
C4
33.00'
30. 20'
52 '25'5,3
C5
75. 00'
43.83'
J-3 *2 9'11
C6
173.24'
46.28'
15'18'24
C 7
25. 00'
31,01'
71 *0-3'39
C8
17J. 24'
41.22'
13 *38'02
C9
173.24'
18-31'
06'0,3'17"
Clo
125. 00'
37.41'
14 '23'58 "
Cil
125. 00'
36.5 7'
16 *45'45 "
C12
686. J4,
37.24'
03 *06,31
C13
55. 00'
6.45'
06 *4,3'11
C14
55. 00'
35. 00'
36*27'39"
C15
1880.08'
52.53'
01 *,36'03"
C16
55. 00'
35. 00'
36 *2 7'39
C17
55. 00'
35. 00'
36 *2 7'39
C18
55. 00'
35. 00'
36*27P,39"
C19
55. 00'
20.20'
21 *02'53
C20
55. 00'
35. 00'
362 7'39
C21
55.00 p
36.48'
38'00'20"
C22
25. 00'
44.26'
10 1 *26',3 7 "
C23
25. 00'
39.27'
89 *59',39 P,
C24
80.00,
56.01'
40'06'57"
C25
125. 00'
19.5 7'
08 *58'1 0'r-
C26
125. 00'
20.48'
09 *2,3'12
C27
125. 00'
41.4 7'
19 *00',34
C28
125. 00'
52.79'
24 *11'58
C29
30. 00'
4 7.12'
90100,00"
C30
25. 00'
4 7. 00'
107*42'37 11
C31
25. 00'
39.2 7'
90*00 '00 "
C32
25. 00'
24-33'
55 *46'16 P'
C33
55. 00'
76.16'
79 *20'23 "
C,34
55. 00'
35. 00'
362 7'39 "
CURVE
RADIUS
LENGTH
DEL TA
C35
55. 00'
35. 00'
J62 7',39 "
CJ6
55.00'
.36.19'
37*41'57"
C37
55, 00'
48.42'
50 *26'16 "
C38
55.00'
42.21'
4,3*58'13"
C39
25. 00'
24.33'
55 *46'16 "
C40
25. 00'
32.75'
75 *03'52 "
C47
72. 00'
74.71'
592 7'04
C42
72. 00'
19.62'
15 *36'48
C43
83.00'
89.18,
61 *33'54
C44
122. 00'
3 1. 42'
14'45'15
C45
122. 00'
34.13,
16'01',37"
C46
122. 00'
48.40'
22*43'54"
C47
122. 00'
16.46'
07*43'54"
C48
33.00'
30.20'
5225'53"
C49
104. 00'
60.56'
33 *2 1'56
C49
75. 00'
68.63'
52 *25'53
C50
130.22'
4.26'
0 1 *52'J 1
C51
130.22'
90.21'
39 *4 1',33
C52
54. 00'
49.42'
522553*"
C53
54. 00'
49.42'
5225'53"
C54
101.00'
108.53'
61 *3,3'54 "
C55
143.24'
122.08'
48*49'55"
C55
104. 00'
111. 75'
61 -3,35 4 " I
C56
5 1. 00'
80.11'
90100,00"
4p
5 -E, W. M*
J 0
so
GRAPHIC SCALE
30 60 120
( IN FEET
I inch = 60 ft
" 4/0,
TL 4 6,
TL 4 5
30' ACCESS EASEMENT
REC NO. 41359638
8 IF p if
30'ACCESS EASEMENT
REC NO. 4023743
DEVELOPMEN"r PLANNING
CITY OF RPm-r,,..
/ NS
VO.
DESCRIP710NIDATE
B
MIMI
H.
WA
7
IRES
6/22/99
oc
>(
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co
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JOB NO. 741-001-981
Aff
RAWN DT
COMP. D T
CHECKED M T
DA 7F DEC. 1998
WG. NO. 741UR
OF
8 SHEETS
-:z 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.
F — T
T T F - T
EL OC�< 72
0 49 1 43 1 47 1 46 1 Z; 44 43 42 1 47 1 40 1 39 1 38 1 37 1 3 6 1 2-5 5 1 34 1 —3 —3 23 2 '31 30 29 28 27 1 26 1
C. D. IHILLMAI�'S LAK� VVASHNGTON GARDEN� EDk, N
L GRAPHIC SCALE
0 30 60 120 ZW
1711 ED N
N 28 TH
NOR7H UNDARY LINE
AS ESTABIL15HED By SUPERIOR COURT IN FEET
0
CA NO. 92-9-84469-1 4
1 inch = 60 &
F T
IENT I I
REC NO. 780r130772
2 1 3 1 4 5 6 1 7 1 8 1 9 1 1 1, 2,i� 4 Is q2.f 14 1 15 1 16 1 17 1 18 1 19 1 2 G 1 21 1 22 1 2-5 24 25
CONC. LL I 1? 0 1 AkDEN OF EDEN NO. I
V00 A00, 5 31 c res 13, C.D. HILLMAN'S LAKE WASHINGTON C
01
00' OR B�OJOK, 11 1
015 *1 15' PREtCRIP TI V5
NO 10.1 4 "E 120 i0io WE 6'14" 0. SEME
j -- 00;r" IfN 0 0 "1 I'l 4 "E
5 nan,�Sldl EA
.4 &1 N89 19X46"W OF Z9 Qp T
ts, qN964
106.0 P �P129J.&� s
N T
.348- A� * I \ 8 TH S
�7 -77 -,7777777
1111-1777Y1111Y1111111/-TT)71 7777 7 77 7
11V11111A
190
01
A.
-cl
CL
0
ul
7
vow
w uf
2
PRO
r
m
'IVA Own
W89 OOJ-' 6 "W 370. 7.�
q�.
-221\� es
Q.
-4
6\ NU \A
0 2 643 sq. ft. "I
0 �� ocres ELDOV< /4q/� 5\
1-3d
All
7
110
Q
x
-1001p
LEGEND
US
71-ro -1-1
N 0
5.
LESS THAN 25% AREA — 10.69 ACRES
26% TO 39%
AREA — 2. 70 A CRES
GR A TER THAN 4 0% AREA 2.5 ACRES
lb"
24.68"
E-LAON A�CJHLL)' I
S 6 TL 6 0 TLI 4 0 TL 5 7 TL 58
205
-- 1801 sqktj 00
26.80�
k*27#2f APE
19
69,081 -77
70p
TL 59 1 IV
210
TL 73
TL 4
.30' ACCESS EASEMENT
C� REC NO. 4023743
—4
C�
TL 4 e5
A A
4e
TL 45
30' ACCESS EASEMENT
REC NO. 4359638
189.00`1
N
"'EVE:LOPMENT pLx��,,� �j
ClTy0l=RaNT0N"l'
nFr 0 �) 199p
RECEIVEO
REVISIONS
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DESCRIP770NIDA7E
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6/22/99
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cr,
C
JOR NO. 741-001-981
DESIGNED MT
DRAWN DT
COMP. D T
CHECKED M T
DA 7E DEC. 1998
WG. NO. 741SLOPE
70F
8 SHEETS
cn
m
S2
co
CD
c%J
c
m
D
c-
-T
T P-O.R-T-ON— OF THE N W 114 OF THE N W 114 OF SEC 5. TWN 23 N. R E, W. M
T - -T
-7
T
BL 06< 12
48
50 49 47 46 43 42 1 41 40 39 —38 37 1 36 1 35 1 34 3 0 1 29 1 28
33 1 32 1 37 1 27 1 26
C.D. 'HILLMAk'S LAKk WASH)NGTON IGAR F 4N NO. 11
L --J
T
4—T 43
T
T
2,3 7, 2,& 4 �sq,-)ft. I I I
14 1 15 1 76 1 17 18 1 19 1 20 1 21 1 22 23 24 25
10.00 10.00, 5,31 aq res
11 0 jgq AAQ, 1 MCI 10.00' 0 IV ! �tRl I I
Ivuu 00 7 9*6 ' ' I i
01'4 "'E
00*56,'14'*E "WI 10 4 1 t C.D. HILIVIAN' LAff ��--SH/flw
56
00.00, NOO
90 W
9*03'46 0,
N�9'0,
100.00
rn= 000-511"111""c' Jv
129J. 60
TAJO IcIn
X
wis" I
swrl wwk W�
W41WF iotni, A,
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A44
OAF
oil
ih&q Ed,
N89*OJ'46"W J;70.72 I
NI, 9b,
Y\22 ocre's,
EL D 0,
IOL
ft
A
Ro
'oop v—
At abf%� &A Ib .0PU0w#& MP% AN,
LEGEND
77
LESS THAN 25% AREA 10-69 ACRES
26% TO 39% A REA 2. 70 ACRES
GRE14 TER THA N 40% AREA 2.5 A CRES
ddp
7-
Loo,
S01*51im k
24.68',
-ts9*0JI46"PE ELIJON /,Al(qRES
rL 56 T- 60 TL 40 TL 5 7 TL 58
122,1108 sqJtj
26.80 ocresi
7 '2,5 OE
7-2 2' 1
S86
cd
TL 5 _9
VIM 1 0 0
MIJA L —5 4(j
FA
TL 4 6
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TL 45
TL 7 —7
IVOI DESCRIP770NIDATE
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6/22/99
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CITY OF pEof-ION
PECE VED
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,JOB NO. 741-001-981
GNED M T
RA KIV D T
COMP. D T
CHECKED M
DAT NOVEMBER 1998
PWG. NO. 74101SLP
CT)
cn
cn
. I
m
Ln
C\i
L
LL-
p OR 17 ON OF THE N W 114 OF THE N �V 114 OF SEI—N 5 TVVN 23 N
R 5 E,$ W. M.
I 8L OJK -12
1 44 43 42 41 1 40 1 38 37 36 1 35 34 1 33 32 1 31 1 -30 1 29 1 28 1 27 1 26
50 49- 48 47 4 39 1
C. D. HILLMAk'S LAKk WASH)NGTON lc-_-ARDE� OF ED kN N 0. 1
e
-0-1
L
W
N 28 TH PL
T 7 7
-ELI
,\110 1 0
22 23 24 25
7
Z 11 12 13 1 74 1 15 1 78 19 1 21
0
10.02'.. 8 /1 (T, OK, 11 1 C.D. HILL11fAN'S LAKE WASHINGTON GA6EN OF IS -DEN NO. I
10,001 N00156'1
10-00'
00*56'14 E 47 6. 0
X4 "W�
00*5671,9�E
�39-6346'-E I N�9 N00056'14"E
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1�4 f
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47E
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2"m
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7 AM4
X2 I
um
TREES TO
CUT
TREES TO
REMAIN
204
308
40 PERCENT
60 PERCENT
040004111
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t4a
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JOB NO. 741-001-981
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JDWG. NO. 74101TRE
8 OF 8 SHEETS
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HIGH POINT ELEV - 180
HIGH POINT STA - 13+59.07
PW STA - 13+50 Pk4 STA - 14+75
PW ELEV - 184 PW ELEV - 172
A.D. -22.75 A . D. 9. 00
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JOB NO. 741-001-981
OESIGNED MT
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COUP. D T
CHECKED M T
DA7E NOVEMBER 1998
DWG. NO. 74101PRO
OF 40 SHEETS
---PORTICN OF THE NW 114 OF THE NW 1114 OF SEC 5, TWN 23 N., R--5-E,--W-M-
I F- T 7 ---1 F- ---- T --- T
I 13LOdK, 12
-79 �38 37 36 35 54 33 -3 -51 -30 29 28 27 26
40 1
5 0 48 47 4 6 45 4 4 5 4
C. D. HILLMA�'S LAKk WASH)NGTON IGARDE� OF ED FN N 0. 1 1 GRAPHIC SCALE
-0-1 -- I- --- - -1 -- - I- - I - I - --] - --- I E=
80 0 30 60 120 240
N 28 TH PL
11T NORTH BOUNDARY LINE
AS ESTABLISHED 3Y SUPERIOR COURT IN FEET
_qAUSE_N9. 92-9--84469-, 4-3 1 inch = 60 ft.
0
I z- 13 1 14 1 75
4 5 10 16 17 1 1!� 1 20 21 22 2,3 4 25
C C) WA L L
C.D. HILLMAN'S L-AKE WASHINGTON GA6EN OF EDEN NO.
0. 0 15' PRESCRIP TI
NOO'56'14"E Plw NOO-56'14'v 10. 1 1 1
0 4"E EASEMENT
NOO* -T-
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5,6 'c 5 4 -C �0
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Cu 59 55 Tq `IIi
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0 S. �4,500 S. _ZNOO'��
10, S. f. 8 4,500 4, 5 3P45 0 0 �14, 5 0 0 S. 500 S. f. S. 4 5 ��6 S. 5 7,063 s. f. EX. !CON DAM 11 55 TL 6 0 -i-L 40 TL 58
S. TL 5 7
'2 sq* ft*
C (13 26.2311- 50. 00' 1 �Ql 50, QQ'. 50.QDL-j- -5o.QQ' 50. 00' 50.00, 5 7, �2 s q. f t.
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-7, 0
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5,033 s.f 34,942 s.f 3
7,205 S. f. 3 41
S 8 9�*6 'E- 42 X
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& EN T 7 223 s.
1-3 RE NO. AVO 32799523
7
3
30' ACCESS EASEMENT
4 S. �f3 REC. OS. 6700776 & 7505120513
Lep - 22 3%9
1-,238 s.f.
rL
F' 12 to 7,237 s f. 3
8,285 s. f.
C21 6,448 - - 30' ACCESS EASEMENT
3 TRA C T,,,---A 31 Ix REC NO. 4023743
C,3
f ico
tr-.. C2 4
6
5,595 s. C 60.01-
C "'.1, 4��' -A t4 I % - - 11,237 s.
X"') \ - --, Y,
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C70 26 27 zc
rAl- 24 1,'
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23 6,605 s f
4 -7 4 1 1�53 s. f. 4,950 S. ff 4
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7,310 s -
6,220 s. f. 1 1
9 f. 74 .37
17 7,79-3 s. f.
8-3
93 s. f. 2 iI 67.11' 60,01, 60. 01
C7 6 N89*03*46"W 370.72 ---7 (,Vj U0 X X 1,0�1 - 4- L L 0 0 D
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4 888 s. f Cl 8
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5,517 s. f/x
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4
TL 45
ix �29 r 35 ;l' 09 S.
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7 12,158
211 sq
f 1 0 7,258 s. f.
3. f, L I I
10 30' ACCESS EASEMENT
6,837 S89-03-46E- )\-
7,261 s. f.
0/
75. 007 3
3t REC NO. 4359638
00
(C) L
WETLAND2 7m fRr
x I zaz Z2--
Q 671-�
Q. 70.08-
15 20,643 sq ft. -LDQ 31 S89 10,346 "E 1(�-19�00/ DEVELOPERIOWNERS
0.4� acres A
120-3 f
LABRADOR VENTURES, LLC
lo' SS EASEMENT ----
-REC. NO. 67067
P. 0. BOX 3,344
32 21
KIRKLAND, WA 98083
7,204 s. f. PHONE 1-425-803-0400
'00 s
FAX 1-425-803-6877
L AND SUR VE YOR
C2
MOUNIR H. TOUMA PLS
TOUMA ENGINEERS
66,32 S 191ST PLACE, SUITE E102
KENT, VIA 98032
PHONE 1---425-251-0665
FAX 1-425-251-0625
2�'
\l;
--1
I
F-
!
21
5
�6
19
0
1 20
VQ
S. '
�4 \
4 579 s f' �O I f "z3'4
AD L!
650
�
4,6 50
77,429 s.f
50. 00'
50.00'
50.00,
CUk IF
i�-A- 01US
LENGTH
TANGENT
DEL TA
C 1
25. 00'
Y�7-8-r--
12.50'
53'07'34"
271. 00'
5 7. 76'
28.99'
12*12'45"
C3
271, 00'
23.80'
11.97,
05*01'57"
C4
25. 00'
39.2 7'
25. 00'
90 *00'21
C5
229. 00'
38.79'
19.44'
09 *42 "� 7
C6
25. 00'
43.3,9'
29.57'
9,9'.? 7'0 4
C7
�7S24'
41.22'
20.71'
13'38'02
C8
17,3,24'
18.31,
9.16'
06 *03'17
C9
125. 00'
31.41'
15.79'
14'23'58"_
Clo
12 5. 00'
36.5 7'
18.42'
16'45'45
cli
686-34'
3 7.24'
7 8.62'
03 *06'31
C12
55.00,
6.45'
3.23'
06 *43'17
C13
55. 00'
35.00'
18.12'
-3 6 *Z'? 7'3 9
C14
55. 00'
35. 00'
18.12'
36*27'39"
C15
1880. 08'
52.53'
26.27'
0 1 *36-03 "
C16
55. 00'
35. 00'
18.72'
36*27'39"
C17
55. 00'
35. 00'
18. 7 2'
3 6 *2 7'3,9 "
C18
55. 00'
26.2 7'
13.39'
2 722'00 "
C19
55. 00'
34.03'
17.58'
35*26'49"
C20
55.00 1
31.39'
16.14'
32*42'04"
C21
25. 00'
44.26'
30.5 7'
7 0 7 *26'3 7
C22
25. 00'
39.27'
25, 00'
89 '59'39
C23
80.00'
56.01'
29.21'
40*06'57"
C24
125.60'
19.5 7'
9.80'
08*58'10"
C25
125. 00'
20.48'
10. 26'
09 *23'12 "
C26
125. 00'
35. 9 7'
18.77'
16'29'10 "
C2 7
125. 00'
58-30'
29.69'
26 *4,3'2 7 "
C28
30.00'
30.00'
90,00,00"
C29
25 ' 00'
34.23'
107*42'37"
C,30 --f-
25. 00'
56 65'
1 5,3.42'
129 '50'25 1
1141
CURVE
RADIUS
LENGTH
TANGENT
DEL TA
C,31
55.00,
3 1. 98'
16.46'
33*18'48"
C32
55. 00'
3 9.5 7'
20.68'
41 *1 J'l 6
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'
j-6.12'
78.74'
37*37'46"
C37
55.00'
58.22'
32.17'
6 0,38'4,3 "
C38
25. 00'
19.18,
1 10.09'
43 *5 7'14 "
C,39
25. 00'
32.64'
19.12'
74 *48'35 "
C40
72. 00'
68.55'
37.1,3'
5 4,3,3'7 6 "
C41
72. 00'
19.62'
9.87'
15 *36'48 "
C42
83.00'
89.18'
49.44'
6 73,3'54
C43
122. 00'
31.42'
15.80'
74 '45'7 5
C44
122. 00'
34.8 1'
17.52'
16*20'50"
C45
122. 00'
48.40'
24.52'
22 -4,35 4
C46
122. 00'
16.46'
8.24'
0 7 *4,3'5 4
C47
250. 00'
83.85'
42.32'
79,7,3,00,,
C48
101.00'
108.53'
60.17'
6 1'33'54 "
C49
104.00'
60.56'
31.17'
33 *2 1'56 "
C49
104. 00'
1 171.75'
1 61.9
67 *,3,354 "
C50
51.00'
1
90100,00"
PLA T DATA
7-0 711. AREA - - - - - - -
- - - -
- - - - 15.55 ACRES
R-�" ZONE AREA
11.21 ACRES
No. OF LOTS
47
LOTS
RIW AREA - - -
1. 56
A C
> 40% SL OPES
2.22
A C
HAZARD AREAA
0
A C
TOTAL - - - - - -
3. 78
A C
DENSITY 4717-34
6.4
UNI TSIA CRE
R-5 ZONE AREA -------------
= 4.4.3 A CRES
NO. OF LOTS --
=- 15
LOTS
R1W AREA - - -
0. 72
AC
> 407. SLOPES
0.28
AC
Li A A r-) A C- A A
/-) A 7
A i--
7-0 TA L - - - - - 1.4-3 AC
DENSITY 1513.0 5.0 UNITSIACRE
REVISIONS
V0.
DESCRIPT70NIDA7E
B
V?,
0
L
ES
6/22/99
C)
0
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to
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to
EVELOPMENI-r
CITY OF R&41
01
WD
JAN 2 6
iggg
RECEIVED
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CO
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Cr-
JOB NO. 741-001-981
OESIGNL-D MT
DRAWN DT
COMP. D T
CHECKED M T
DA TE NOVEMBER 1998
DWG. NO. 74101pp
JOF
19 SHEET5
�lvo� DESCRIP TIONIDA T I B �f
CD
POR TION OF THE N W 114 OF THE N W 114 OF SEC, 5, TWN* 23 N* I Ro 5 E. I AX Mo
N Jlst STREET
LLI
7v �56 JO' RIGHT OF WA Y
6,
SC.,o!_E'.- 1 200'
2%
'REET
27.
— — — — — — — — — —
A SS "B
ASPHAL T - 2 LIFTS R"CUIRED
6" COMPACTED DE,"TP - CRUSHED
N 28th PL, SURFACING TOP �SE
'112 " GRA VEL BASE AS / 4EEDED
ITT N �Bth STREET,, -
A/ 2RM _':�TPFFT
LAKE WASHINGTOi%' 3LVD.
ROAD WAY SEC TIGNS
cr_
LAKE WASHINGTO\w
SHORE LINE
25' RIGHT OF 1,11A Y
17
97REET
lo�h 0,
27.
—,4" COMPACTED DF,�",q CLASS "B"
A SPHAL T - 2 Llr'* . 1 .3 REQUIRED
-,,,6" COMPACTED DEP7V - CRUSHED
SURFACING TOP C0b,?SE
— ------- 12" ",RA VEL BASE k" NEEDED
FT T_
LAKE N. 2 6 TH , 05 T 21.
ROAD WAY SEC T70,1S
WASHINGTON
LAKE WASHINGTON
SHORE LINE
42' RIGHT OF NA Y
6)
6'
SHEET L GENERA L N 0 TES: 2Z==* 2Z
4--2%
1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE "SAW -CUT" TO LEAVE A f 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/ CIASS "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 ROAD WAY PROFILES LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 24" SURFACING i-OP 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 90Z 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 UTIL177ES PLAN DENSITY
SHEET 7 OF 8 SLOPE ANALYSIS PLAN J. ANUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES, PL A T R CA lr3 � /4 "' I" L'(_', -inj ON
SHEET 8 OF 8 TREES PLAN VALVE BOXES, ETC., SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR OR
DEVLOPER AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT
HAS BEEN INSTALLED.
.1 MOW.,
H.
WA
fj470
�!Js
0 L L
:11RES 8/2-1/99
Lo
cz
-Y OF PEN70N
RE,^..Z,VEn_
'_B
! 0 1 1999
:ANIG DIVISION
co
Q
7F
LEGAL DESCRIPTION
PARCEL 1:
THE NORTH 12J. 12 FEET AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE
OF TRACT JO AND ALL OF TRACT J1, ELDON ACRES, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY,
WASHING TON.
PARCEL 2.-
THE WES T 100.00 FEET AS MEASURED AT RIGHT ANGLES TO THE WEST LINE
OF TRACT JO, ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON;
EXCEPT THE NORTH 12J.12 FEET AS MEASURED AT RIGHT ANGLES TO THE
NORTH LINE OF SAID TRACT JO, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON.
PARCEL J.-
THA T POR TION OF GO VERNMEN T L 0 T 1, L YING Wl THIN THE NOR TH 20 FEE T OF
THE WEST 1042.7 FEET OF SECTION 5, TOWNSHIP 2J NORTH, RANGE 5 EAST,
WM., 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 GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 21 NORTH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOL L 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 6J, IN KING COUNTY, WASHINGTON,
EXTENDED, INTERSECTS THE NORTH LINE OF SAID SECTION;
THENCE SOUTH 89 DECREES WEST ALONG THE NORTH LINE OF SAID SECTION,
168.8 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH J91.4 FEET TO THE NORTH LINE OF ELDON A CRES, A CCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN
KING COUNTY, WASHINGTON;
THENCE SOUTH 89 DECREES WEST, 112.5 FEET;
THENCE NORTH J91.4 FEET;
THENCE EAST 112.5 FEET TO THE POINT OF BEGINNING;
EXCEPT THE NORTH JO 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 2882 752.
PARCEL 5:
BEGINNING 1040.5 FEET EAST AND J06 FEET SOUTH OF THE NORTH41EST
CORNER OF GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 2J NORTH, RANGE 5)
EAST, WM., IN KING COUNTY, WASHINGTON;
THENCE SOUTH 85.4 FEET MORE OR LESS, TO THE NOR TH LINE 0' 1:- THE F'A T
OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLU�v�� 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 PL A T-
THENCE ALONG SAID PLAT IINE SOUTH 45 DEGREES WEST, J56 FEET, MCi�'E
OR LESS, TO THE EASTERLY LINE OF LAKE WASHINGTON BOULEVARD;
THENCE NORTHWESTERLY ALONG SAID BOULEVARD LINE, 75 FEET, MORE 01?
LESS, TO A POINT ON A 'INE 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 A T A POIN T JO FEE T SOU TH A ND NOR TH 89 DEGREES EA S T e 12.5
FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 2J NORTH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON;
THENCE SOUTH TO INTERSECT WITH THE NORTH LINE OF THE PLAT OFELDON
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 3, CITY OF RENTON LOT LINE ADJUSTMENT NUMBErl�' 009-
85, RECORDED UNDER RECORDING NUMBER 8602IJ9002.
PARCEL 6!
THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSPIP 23 NOR TH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOL L 0 WS.-
BEGINNING AT A POINT W14ERE 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 6J, 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
T14E TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 29J.67 FEET TO THE NORTH LINE OF ELDON
A CRES TRA C TS,-
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 2J
NORTH, RANGE 5 EAST, WM., 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
6J, IN KING COUNTY, WASHINGTON, WOULD INTERSECT THE NORTH LINE OF
SAID SECTION 5 (THE BEARING OF SAID NORTH LINE BEING
NORTH 89*OJ'45" WEST, KING COUNTY AERIAL SURVEY MERIDIAN)
THENCE SOUTH 01'02'55" WEST, A DISTANCE OF 184.8 FEET, m6RE 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 GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 23 NORTH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DESCR13ED As
FOL L 0 WS.-
BEGINNING AT A POINT JO FEET SOUTH AND JO 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' TRA C T HEREIN DESCRIBED;
THENCE SOU TH
89 DEGREES
WEST, 254 FEET,
THENCE SOU TH
20 DEGREES
EAST, 240.5 FEET;
THENCE SOU TH
40 DEGREES
EAST, 160 FEET -
THENCE NOR TH
45 DECREES
EAST, 108 FEET, MORE OR LESS, TO A POINT
SOU TH OF THE
TRUE POIN T
OF BEGINNING;
THENCE NOR TH
89 DEGREES
EAST, 228 FEET -
THENCE NOR TH
2 76 FEE T,
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 JO 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 SOU TH 20 DEGREES EAST, 240.5 FEET;
THENCE SOU TH 40 DEGREES EAST, 160 FEET;
THENCE NOR TH 45 DEGREES EAST, 108 FEET, MORE OR LESS, TO A POINT
SOU TH 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 8602IJ9002.
PARCEL 8:
BEGINNING A T A POIN T JO FEE T SOU TH A ND NOR TH 89 DEGREES EA S T 8 12.5
FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 2J NORTH,
RANGE 5 EAST, WM., KING COUNTY, WASHINGTON;
THENCE SOUTH 2 76 FEE T-
THENCE NORTH 89 DEGREES EAST, 228 FEET;
THENCE NOR TH 2 76 FEE T-
THENCE SOUTH 89 DEGREES WEST, 228 FEET TO BEGINNING;
TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL:
BEGINNING 1040.5 FEET EAST AND J06 FEET SOUTH OF THE NOR TH WES T
CORNER OF GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 2J NORTH, RANGE 5
EAST, WM., 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, J56 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 JO FEET SOUTH AND NORTH 89 DEGREES EAST, 812.5
FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 2J NORTH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON;
THENCE SOUTH TO INTERSECT V11TH THE NORTH LINE OF THE PLA T OF ELDON
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 86021J9002.
PARCEL
THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 2J NOR TH,
RANGE 5 EAST, WM., 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 SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 11 OF PLATS, PAGE 6J, IN KING COUNTY,
WASHINGTON, WITH THE NORTH LINE OF SAID SECTION 5,-
THENCE WEST ALONG THE NORTH LINE OF SAID SECTION, 168.8 FEE T 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 2J NORTH, RANGE 5 EAST, WM., IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS.
BEGINNING AT A POINT JO FEET SOUTH AND JO 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 SOU TH 89 DEGREES WEST, 254.5 FEE T-
THENCE SOU TH 20 DEGREES EAST, 240.5 FEE T-
THENCE SOU TH 40 DEGREES EAST, 160 FEET,
THENCE NOR TH 45 DEGREES EAST, 108 FEET, MORE OR LESS, TO A POINT
SOU TH OF THE TRUE POINT OF BEGINNING.
THENCE NOR TH TO THE TRUE POINT OF BEGINNING.
PARCEL 11:
THE SOU TH 10 FEET OF THE NORTH JO FEET OF THE EAST 554.5 FEET OF
THE WEST 584.5 FEET OF GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 2J
NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON.
PARCEL 12:.
THAT PORTION OF GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 2J NORTH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOW�17.-
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 6J, IN KING COUNTY, WASHINGTON, PROLONGATED
SOUTHEPLY 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 8J.80 FEET;
THENCE SOUTH AT RIGHT ANGLES TO THE NORTH LINE OF SAID SECTION 5 To
THE CE/\,IERLINE OF A STREAM, SAID CENTERLINE BEING THE NORTH LINE OF
A TRACT OF LAND CONVEYED TO JAMES L. MARENAKOS AND
GEORGI; MARENAKOS, HIS WIFE, BY DEED RECORDED UNDER RECORDING
NUIVI'BER 510922 1;
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 S,41D SECTION 5,
THENCE NORTH TO THE TRUE POINT OF BEGINNING,
EXCEPT THE NORTH 20 FEET THEREOF.
THE E-AFT 108.8 FEET OF THE FOLLOWING DESCRIBED PARCEL:
THE NOR TH JO FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF
SEC TION 5, TOWNSHIP 2J NORTH, RANGE 5 EAST, WM., 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 NITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES 0 VER
THE FOLLOVIING DESCRIBED PARCEL:
THE NORTH JO FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF
SECT/C'N 5, TOWNSHIP 2J NORTH, RANGE 5 EAST, WM., 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 E/��'EPT THAT PORTION LYING WITHIN THE NORTH 20 FEET OF THE WES T
1042.7 �'-EET OF SAID SECTION;
ALSO L, (�EPT THAT PORTION LYING WITHIN THE SOUTH 10 FEET OF THE WES T
554.,� FEET OF SAID SECTION.
PARCEL 14:
THE -�',`H 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF
SECTiolV 5, TOWNSHIP 2J NORTH, RANGE 5 EAST, WM., IN KING COUNTY,
W4S/-'l`,"7ON, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE
EA57L'rl*i 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:
BEGINI�,',VG AT A POINT ON THE EASTERLY LINE OF THE NEAL TURNER COUNTY
ROAD AT A POINT WHICH IS JO FEET SOUTH AND JO FEET EAST OF THE
NOR TH WES T CORNER OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 2J NOR TH,
RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON;
THENCE NORTH 89 DEGREES EAST JOO FEET,
THENCE SOUTH 20 DECREES EAST 240.5 FEET;
THENCE SOUTH 40 Dc'GREES EAST 160 FEET, MORE OR LESS, TO A POINT ON
A LINE !�IHICH IS PARALLEL WITH AND 75 FEET NORTHWESTERLY FROM THE
NORTHWESTERLY LINE OF THE PLAT OF ELDON ACRES, ACCORDING TO THE
PLAT T",':-RE0F 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;
TH Lr7...' NORTHWESTERLY ALONG SAID BOULEVARD LINE 280 FEET, MORE OR
/ ESS. THE' EAS TERL 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 2J NORTH,
RANGE 5 EAST, WM., 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 6J, IN KING COUNTY, WASHINGTON,
EXTENDED, WOULD INTERSECT TI-If NORTH LINE OF SAID SECTION 5; THENCE SOUTH
J91.40 FEET, MORE OR LESS� TO THE SOUTH LINE OF THE LAND CONVEYED TO FRED W
RAREY AND HELEN RAREY, HIS Vllr"-- BY DEED DATED JUNE 1, 1917, RECORDED IN
VOLUME 1129 OF DEEDS, PAGE 1.5'2-,'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 NOR THEA S TERL Y A L ONG THE WES TERL Y L INE OF SA ID RIGH T OF WA Y, 0 T 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 NJRTH OF THE SOUTH LINE OF THE CREEK;
AND EXCEPT ROADS,
ALSO THE WEST JO 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 iYC�RTH OF THE SOUTH LINE OF THE CREEK;
ER OF
EXCEPT THAT PORTION OF THE N' " 7'l'L- A 3 T QUARTER OF THE NORTHWEST QUART
SA ID SEC TION 5 CON VE YED TO THE ES TA TF OF MA R Y P. A UGE UNDER KING COUN TY
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 COMPANYS NEW CASTLE BRANCH WTH THE
NORTH LINE OF SAID SEC71-61V
THENCE NORTH 8910'45" WEST ALONG S AID NORTH LINE 120.00 FEET TO THE TRUE
POINT OF BEGINNING,
THENCE CONTINUING NORTH 89'0,345" WEST 1791 FEET TO AN EXISTING FENCE,
THENCE SOUTH 01*12'40" WEST ALONG SAID 10321 FEET TO THE NORTHERLY
MARGIN OF SAID ABANDONED RAILROAD, SAID POINT BEING ON A CURVE TO THE
CENTER OF WHICH BEARS SOUTH -11104'12" EAST -
THENCE NORTHEASTERLY ALONG S-A"ID MARGIN ON A CURVE TO THE RIGHT IqAVING A
RADIUS OF 9J4.904 FEET FOR A DISTANCE OF 25.26 FEET;
THENCE NORTH 00*JJ45" EAST 86.57 FEET TO THE TRUE POINT OF BEGINNING.
H.
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IJOB NO. 741-001-981
IDESIGNED MT
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COMP. D T
CHECKED M T
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DA TE DEC. 1998
IDWG. NO. 74101LGL
cn
3:
20F
FOR TION OF THE N W 114 OF THE N W 114 OF SEC 5. TWN 23 NO) R 5 E, W. M*
7-
5LOCIK 12
-7
44 43 41 1 40 1
50 49 48 47 4 5 42 1 38 -37 36 1 35 34 1 33 Z 2 1 51 30 2 -9 1 2 8 27 26 1
C. D. IHILLMAk'S LAKkI WASH)NGTON IGARDE� OF ED�N No. Il
-0-i
GRAPHIC SCALE
60 0 30 60 120 240
N 28 TH PL
NORTH 81)UNOARY LINE
AS ESTABLISHED BY SUPERIOR COURT
USE�.��. 92-2-24469-1 IN FEET
_gA_ 41::�
T 1 inch 60 ft
T
10' SS EA--...-...
0 REC NO. 78OP130772
5
70 1 1 12 13 -0 21 22 23 24
1Z, 9 15 16 17 78 19 z
2 7 8
CONC. WALL 10!001
0 10.60,
C.D. HILLMAN'S' LAKE WASHINGTON GA�DEN OF EDEN NO. I
00056,14T 10.001 15' PRESCRIP T/ VE
N00056 EASEMENT
00*56011-17E J'14*"E
�9003'46 N89
1 0.00, 1293.60'�
0 �pi �E
milli
N8910.3-'46--- 910 LN
28 TH ST
AI
57 VC;
O�V4-!- --50-QO 77
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ca
24.68'
Lu 62 n co
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6
--7 'L�ON /4 I'q'H L S 1 71 5 -9
5 7 56 55 4 54 5,� 52 5 1 50 -C, 49 048 47
6 1 60 59
10,744 s. f.
4,500 4,500 s. 500 S. S.f.zi,500 s. J z 4 6,2,3J
t:L508 S. t 500 , 505 s. f. CC to :1
7 f.. 4,505 s f �4 , 505 s. f. 4,505 s. f. 4,552 sA I
i , N EX. TL 58
L- 1 11 4,859 CON DAM 56 TL 6 0 Tl-
�LL 11 S. 3 4 L TL 5 7
(:.I Z6.23'1 50. 00' -w) r)
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C44
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C22 C2J C4 .3 S5477*25T
-7
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7,615 f. Kn A` 17 2 1 A 00. 00 UC) 4*10 TL 7,3
KC �01 1 *1 -9 `4JT
-7 15 18 19 20 2.
ILI L4,
71.429 s. f
861
S. j%4576 S-f'� %41550 S $4,650 s.p.t 650 s.f:a
2 .�L z - I 441F S86-45*217-
7A' 45
Q zi �� -, 4 4 141 �52-46
4,831 S. f. 43
42 ID
942 S. f. EXIS77NG HOUSE
50-00, -;n n 7,205 .10
104LOO, :��l 47 TO BE REMOVED
sa, 50.00--- 50.00, '1� 5,033 S1 s. f. (56.J7
2 1 L x
SE EASEMENT C2 -42 7 223
�- - -I-, S. f
S , f 3 VO. 279952J
Aj
41 N,
22 46-
6,956 s r. Q 13.9
C, - 12 Q S. f. F7 238 S.F. TL
11 10 11 j J,; j
8,28,5 s. f. 40 &
C21 6,448 s. f C2 7,237 s. F. 3�
TRA C T
�A 30' ACCESS EASEMENT
5,595 s. . �, )- - --- --- --.- - ---- --- ---- -- -1 1 x C,3 REC NO. 4023743
C C2
L- t 19 ONO C36
I fl-TWIt' \ 10 1 1 ___j , I
-12y9=5 E 1* C2 /17 11,237
S.
.36
23
4 C1 6,605 S. f. 25 26
7 28
4_9 5 0 S. f. 4,5 01 4, 0 7 s
s. r.
6,220 z-
00 17 19 >11 15 z 7-310 s. f. TL 4
01 8-393 s. f.
7() f.
95. 7A 60.01, 60.01' 1 1
67.77' C�
C
R4 no, I
5 N89-0X46'-*W J7r4'72' T
1b, 16 1
4888 s. . C1
C30
8 S
S
1,5' Fou ATFON SE78ACKS
5,517 F.z RECOM DED 6 Y THE 32
GEO NICAL REPORT jo
s.
6 29
7 34 1 35
12,158 s. f. -L 45
\\7,21 1 S. f. J sq. ft.
6, 8,3 7 s f 7,258 s. f. 7,267 s. f.
Q�
75.00' - --- 0
z z REC NO. 4J596JO
0) 0' ACCESS EASEMENT
N-
x LL: r77'
S� 9.0,3,46 -11 71
'8 E
N
ELDO, /4("-" 31 DE VEL OPERIO WNERS
7203 s. Q)
4- 10' SS EASEMENT
\--REC. NO. 6700775 LABRADOR VENTURES, LLC
Lu� J2 P. 0. BOX 3,344
< 21
7,204 s. f. KIRKLAND, WA 98083
0
Z�;. PHONE 1-425-803-0400
5�� fl
FAX 1-425-803-6877
LAND SURVEYOR
C2 �tn
Q) MOUNIR H. TOUMA PLS
INEERS
TOUMA ENG
Lj-j
9.03,46 E-
x
41,000, 66J2 S 191ST PLACE, SUITE E102
of KENT, WA 98032
PHONE 1-425-251-0665
FAX 1-425-251-0625
-,00p AV
0\
LINE
DIRECTION
DISTANCE
L 1
SOO'22'J4 "W
J6.74'
L2
NOO'56'35 "E
2J. 92'
L3
SOO'22'34"W
27.82'
L4
N38'5 1'08 " W
26.60'
L5
N,3225'2 7 " W
34,37'
L 6
N57*05',39"E
71. 74'
L 7
S20'58',35 "E
26. 00'
L9
N2729'52"W
23-38'
L 7 0
N2729'52"W
31.61'
L11
NOI'51'5J"E
15. 00'
L 12
589 *04'19 "E
3,3.71'
L 73
S70*43'30"E
29.04'
L14
N,35'36'45 "E
21.92'
L 15
S89.'0,3'46 "E
20.59'
L 16
SOO'56'1 4 W
20. 00'
L17
SO 1 -1 2'J8 W
5.00'
m
M
1��
Ln
C\j
C7)
m
C-
L�
CUR VE
RADIUS
LENGTH
TANGENT
DEL TA
C1
25. 00'
23.18'
72.50'
5J'O 7'34 "
C2
277.00'
5 7. 76'
28.99'
12 *12'45 "
C3
1 271.00'
23.80'
11.91,
05 -0 1'5 ��
C4
25. 00'
39.2 7'
25. 00'
90 *00'2 7 "
C5
229. 00'
-38,79'
79.44'
09 *42'17 "
C6
25. 00'
4,3.,39 1
29.57'
9927'04"
C7
770.24'
41.22'
20.71'
13',38'02 "
C8
173.24'
78-37,
9.75'
06'L)3'1 7"
C9
1 725. 00'
37.47'
75.79'
14 *2,3'5 8 "
CIO
125. 00'
36.5 7'
7 8.42'
16'45'4511�
C77
686.,34'
37.2 1
18.62'
03 *06,13 7
C12
55. 00'
6.45'
3.2-3'
06 *4,3'17
C13
55. 00'
35. 00'
18.12'
362 7'J9
C74
55. 00'
135.00'
18.12'
362 7',3,9
C75
7 880.08'
52.5,3'
26.2 7'
0 7,36'0,3 "
C16
55. 00'
35. 00'
18.12'
36 *2 7'.39 -
C17
55. 00'
35.00 1
18.12'
36 -2 7'39
C18
55. 00'
2 6.2 7'
13-39,
1 2722'00"_
C19
55.00'
34.0,3'
7 7.58'
35'26'49"
C20
55. 00'
11. J9,
16. 14'
32'42'04
C21
25. 00'
44.26'
30.5 7'
10 1 '26',3 7
C22
25. 00'
3 9.2 7'
25. 00'
89*59"39"
C23
80. 00'
85.96 ,
4 7.65'
61 *,3,3'5 4
C24
125. 00'
19.5 7'
9.80'
08'58'1 ��
C25
125. 00'
20,48'
7 0.26'
0 9 *2,3'7 2
C26
35-9 �'
18.11,
16'29'10
C27
1 125. 00'
58. jo,
29. 6.9'
26 *4J'2 1'
C28
30. 00'
1 47.12
00.00'
1 90*00,00"
C29
25. 00'
1 47.00
34.2,3'
107*42',37"
C130
25. 00'
1 56.65�--�
5J. 42'
129 -5 0'25 �]
I CURVE
RADIUS
LENGTH
DEL TA
Cil
55.00
_�_TANGENT
31.98'
16.46'
-3,3'18'48 "
C32
55. 00'
-39.5 7'
1 20.68'
4 1 '1,3'16 "
C.33
55. 00'
.35. 00'
18-12'
J6 *2 7'39 "
C134
55. 00'
35. 00'
7 8.12'
J6 *2 7,39 "
C,35
55. 00'
27.80
11.04'
22*42'20"
C136
55. 00'
36.12'
18.74'
J7*37'46"
C,3 7
55. 00'
58.22'
32.17'
60*38'43"
C138
25. 00'
19.18'
10.09'
43 -5 7'14"
C139
25. 00'
32.64 1
19.12'
74'48'J5"
C40
72. 00'
68.55'
J 7. 73'
5 4 *3,3'16 "
C 41
72. 00'
19.62' 9.8 7'
15',36'48 "
C42
83.00'
89.18'
49.44'
61 *,3,3'5 4 "
C4J
122. 00'
25.79'
12.6 4'
7 7 *4 9'53 "
C44
1 722.00 1
4 7.6 7'
27.04'
16 *2 0'5 0 "
C45
122. 00'
48.40'
24.52'
19 -34"19'
C46
1 122. 00'
32.81'
16.50'
15 *2 4'2 6
C47
250.00,
83.85'
42-32'
19-1,3`00
C48
101.00,
108.5,3'
60.17'
6 1 ',3,3'5 4'
C49
104. 00'
60.56'
37. 7 7'
33*21'56"
C49
704. 00'
1 111. 75'
1 6 7. 95'
1 6 7 ',3,35 4 "
C50
51.00'
1 80.11'
1 51.00'
1 9n*00,00"
PLAT DATA
TOTAL AREA --------------- 15.55 A RE
R-8 ZONE AREA ------------ = 11.21 ACRES
NO. OF LOTS -- = 47 LOTS
R/W AREA --- 1.56 AC
> 40,1"; SLOPES 2.22 AC
HAZARD AREA 0 AC
TO TA L ------ 3.78 A C
DENSI TY 4 717.34 6.4 UNI TS/A CRE
R-5 ZO.VE AREA ------------ = 4.43 A CRES
NG. OF LOTS -- = 15 LOTS
RIW AREA --- 0. 72 A C
> 407. SLOPES 0.28 AC
HA,-.7ARD AREA 0.43 AC
TO TA L ----- 1.43 AC
DENSI TY 1513. 0 5. 0 UNI TSIA CRE
TRA C T "A 1.73 ACRES
TRA C T "3 1.05 ACRES W1 THIN R8 ZONE
0.71 ACRES W1 THIN R5 ZONE
TRACT "C" = 0-37 ACRES
TRA C T "D " = 0.17 ACRES
TRACT "E" = 0.09 ACRES
�,/q
JVOJ DESCRIP TIONIDA TE B I
REWSION DATED MT
H.
Lo
6
N
L
%(
GiTY OF PENTCi�4
FEB 0 1 1999
j ALbil
N'G
CQ
CQ
71<
Z:
JOB NO. 741-001-981
ESIGNED M T
RAWN DT
COUP. D T
CHECKED M T
DA7F NOVEMBER 1998
DWG. NO. 74101PP
13 OF 8 SHEETS
HIGH POINT ELEV — 180
HIGH POINT STA — 13+59.07
PW STA — 13+50 PW STA — 14+75
PW ELEV — 184 PW ELEV — 172
A.D. — —22.75 A.D. - 9. 00
K — 6.59 K — 11.11
150. 00' vc — 100.00' vc
W) f
N N
N
+
P11 STA 10+50 cz,
PV/ ELEI — 146 ci
Qa +
A.D. — 9.10 1�jl ca
K — 21.98 ca uj
ISO 200.co' vc
+ to
LQ
160
PW STA 4-*-00
PO
ELE
�_— 122
A.D. 11. to cc)
150.0 vc
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