HomeMy WebLinkAboutR-394635n
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I�207
NW 1 /4, SEC. 17, T. 23 N., R. 5 E., W.M.
- - 117
o I
BRAUNSCHWEIG
ROBERT &SHERRY
0
52+00
S2NDST
0
SW 1 /4, SEC. 17, T. 23 N., R. 5 E., W.M.
PLAN
N
0 10 20 40 60
SCALE IN FEET
30'
CEDAR RIVER COURT
00 723150-0970
+ C /o
zol
CD
N
17+06.77,
Cl) zl
W � 35.00 LT
> 16+99.67,
Q 41.51' LT
Z w 30'
QC)
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-118 °
z\--1 16
T 30+52.55
A X,
N 88°30'5�"
9.64'
ss-
N 41'00'21" W '� ,fix°
CONST. j
�O
Q s�
.os�o
�O
41
N 1 °29 06" E ROW J-/
/ O
O
PC 15+89.0600
0
0
A 100
Ln
o=
S 88°24'14" E ROW & CONST. 53 00
PI 15+60.14
S 2ND ST 53+00.18 =
MAIN AVE S 15+60.14
30'
y�P
30+00.00 = 53+65.08,
16+62.63 77.17 LT
53+40.95,
55.00' LT / t. I O
53+43.11, L7 w
52.65' LT w o BRADFORD
w DEAN KENT
723150-1020
J
z 13.00' 22.00' N 88°26'02" W
53+43.14,
30.00' LT 7
CD
53+65.14,
S 88°26'02" E ROW & CONST.' LT 54+00
200
15+25.08,
43.50' RT -
z
15+12.19,
43.50' RT-
0
15+12.19,
35.00' RT
w
N
30'
o
o
N
Ln�l
-
cn
W
>
Q
Z
a
05
0
0 204
10+00.00 c
14+83.67,
30.00' RT
13
15+30.03, S2NDST
0 80.00' RT
"' 15+25.03,
79.99' RT o 115
_ jS88L'2L6'02" E 50.00'
S 88°26'02" E
36.49'
15+10.03,
29.97' 79.97' RT
�88°26'02" W
\N
15+10.07, O
co -CD 50.00' RT
N N �
N PATAS SOUTH SECOND LLC
L1 L2 723150-0860
14+83.67,
50.00' RT
N
14+83.67,
35.00' RT
cn
J
55+00
CONTROL POINT LIST
PT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
100
178564.23
1301412.27
44.62'
PK
115
178521.51
1301556.25
44.45'
PK
116
178690.71
1301470.20
43.57'
PK
117
178707.93
1301422.98
43.71'
PK
118
178685.84
1301422.67
43.66'
PK
200
178548.19
1301449.30
-
MONUMENT IN CASE
201
178539.98
1301749.39
-
MONUMENT IN CASE
204
177988.24
1301434.77
-
MONUMENT IN CASE
207
178556.55
1301149.24
-
MONUMENT IN CASE
HORIZONTAL DATUM
CITY OF RENTON (NAD 83/01), WASHINGTON STATE
PLANE, NORTH ZONE.
COMBINED SCALE FACTOR = 1.000005
CITY OF RENTON MONUMENTS 205, 1140, 1887,
1898.
VERTICAL DATUM
30' CITY OF RENTON (NAVD 88).
CITY OF RENTON BENCHMARK 2123, ELEV = 45.11
FEET
20
LEGEND
EXISTING RIGHT OF WAY CENTERLINE
EXISTING RIGHT OF WAY
EXISTING PROPERTY LINE
SECTION/SECTION SUB -DIVISION LINE
PROPOSED RIGHT OF WAY
- - - - PROPOSED PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
30, EXISTING RIGHT OF WAY WIDTH
56+00
LINE TABLE
LINE
LENGTH
BEARING
L1
5.00'
N
88°30'48"
W
L2
15.00'
S
88°30'48"
E
L3
15.00'
S
1 °33'58"
W
L4
5.00'
N
1 °33'58"
E
L5
8.50'
N
88°30'48"
W
L6
12.89'
S
1 *29'12"
W
L7
3.20'
N
41 °00'21"
W
OWNERSHIPS AND AREAS (SQ. FT.)
TEMP.
RIGHT OF
PERMANENT
NO.
NAME
TAX ID
TOTAL AREA *
REMAINDER
CONST.
WAY
EASEMENT
EASEMENT
1
PATAS SOUTH SECOND LLC
723150-0860
14,375
567
13,808
0
961
2
BRADFORD DEAN KENT
723150-1020
2,580
0
2,580
269
820
3
CEDAR RIVER COURT
723150-0970
8,350
0
8,350
43
0
4
1BRAUNSCHWEIG, ROBERT
1 723150-1110
13,500
0
13,500
0
0
* PER KING COUNTY ASSESSOR