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MAIN AVE S / BRONSON WAY S ALIGNMENT DATA
NUMBER
START STA NORTHING
EASTING
LENGTH
BRNG/DELTA
RADIUS
L1
5+00.00 177488.41
1301421.80
500.00'
N 1 *29'12" E
L2
10+00.00 177988.24
1301434.77
560.14'
N 1 *29'12" E
L3
15+60.14 178548.19
1301449.30
28.92'
N 1 *29'12" E
Cl
15+89.06
178577.10
1301450.06
67.99'
47°30'26"
82.00'
L4
16+57.05 178636.85
1301478.22
571.04'
N 48°59'39" E
MILL AVE S ALIGNMENT DATA
NUMBER
START STA NORTHING
EASTING
LENGTH
BRNG/DELTA
RADIUS
L5
60+00.00
178340.06
1301743.98
200.00'
N 1 °32'59" E
L6 T62+00.00
178539.98
[1301749.39
340.43'
N 1-29'13" E
S 2ND ST ALIGNMENT DATA
NUMBER
START STA NORTHING
EASTING
LENGTH BRNG/DELTA
RADIUS
L7
50+00.00
178556.55
1301149.24
300.18'
S 88*24'14" E
L8
53+00.18
178548.19 1301449.30
449.82'
S 88°26'02" E
MAIN AVE S ALIGNMENT
DATA
NUMBER
START STA
NORTHING
EASTING
LENGTH
BRNG/DELTA
RADIUS
L9
30+00.00
178640.51
1301482.44
37.71'
N 41 000'21" W
C2
30+37.71
178668.97
1301457.69
14.83'
42°29'34"
20.00'
L10
30+52.55
178682.62
1301452.79
312.84'
N 1 °29'03" E
CENTERLINE
INTERSECTION EQUATIONS
15+60.14, MAIN AVE S =
53+00.18,
S 2ND ST (SR 900)
62+00.00, MILL AVE S =
56+00.38,
S 2ND ST (SR 900)
30+00.00, MAIN AVE S NORTH LEG =
16+23.05, MAIN AVE S
20+28.09, MAIN AVE S =
65+40.43,
MILL AVE S
PLAN
N
0 50 100 200 300
SCALE IN FEET
e
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS,
AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT
MARKS (LOCATED BY KPG OR OTHERS) OR AS -BUILT PLANS
AND ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR
SERVICES SHOULD BE CONTACTED PRIOR TO ANY
CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL
1-800-424-5555.
2. FIELD SURVEY: KPG, DECEMBER, 2014; MARCH & SEPTEMBER,
2015; JUNE 2016; SEPTEMBER 2017.
3. CONTOUR INTERVAL = 1 FOOT.
4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM
CENTER OF LID TO CENTER OF LID.
5. UTILITIES IN ALLEY SOUTH OF S 2ND ST AND WEST OF MAIN
ST LOCATED BY OTAK.
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
CITY OF RENTON (NAVD 88).
CITY OF RENTON BENCHMARK 2123, ELEV = 45.11 FEET
CONTROL POINT LIST
PT #
DESCRIPTION
NORTHING
EASTING
ELEVATION
100
PK W/FLASHER
178564.23
1301412.27
44.62'
101
PK W/FLASHER
178372.28
1301469.54
44.76'
102
PK W/FLASHER
177950.71
1301493.97
45.64'
103
PK W/FLASHER
178096.20
1301458.08
44.70'
104
PK W/FLASHER
178082.69
1301759.37
47.11'
105
PK W/FLASHER
178509.68
1301774.69
45.52'
106
PK W/FLASHER
178814.32
1301725.80
43.52'
107
PK W/FLASHER
178529.15
1301122.50
42.05'
108
PK W/FLASHER
178017.53
1301108.87
42.84'
110
PK W/FLASHER
177722.78
1301100.39
41.51'
SHEET LEGEND
OX SITE PREPARATION PLAN
OX ROADWAY PLAN
F-xl SIGNAL PLAN
<; X ;> URBAN DESIGN PLAN
L-J
OX LANDSCAPE PLAN
X� CHANNELIZATION & SIGNING PLAN
RIGHT OF WAY PLAN