HomeMy WebLinkAboutTRO4103430.40
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NUMBER
5
00 69(DQ
104 � 13 � 164
180: 195 ; :217 228: :_ 241
269
r
0
In
6 7$ 9 t ® tt
RAINIER AVE S
®d
N �
N
(D ss �Z7?0
� a O
�33 94
181. 4
cgs �
2gs
RAINIER AVE S CONST. CL CONTROL POINTS
STATION
OFFSET
DESC
NORTHING
EASTING
5+00
0.00'
START
174281.28
1297971.14
12+56.31
0.00'
PC
175037.44
1297986.12
15+87.02
PI C1
175368.08
1297992.67
18+90.17
0•00'
PT
175615.82
1298211.76
25+69.07
0.00'
PC
176124.39
1298661.50
28+52.54
-
PI - C2
176336.73
1298849.29
30+84.82
0.00'
PT
176606.91
1298763.51
.__. 36+42.24 i
.__._ 0.0�,. -
PC --
177138.20
1298594.84
1 37+11.12
37+79.98
46+06.11
-
0.00'
0.00'
PI - C3
PT
PC
177203.85
177268.48
178043.57
1298574.00
1298550.16
1298264.31
474 75.66
49+40.26
-
U,00'
PI - C4
PT
178202.65
178371.85
1298205.64
1298216.54
55+10.91
0.00'
AP/PC
178941.32
1298253.25
57+80.69
-
PI - C5
179811.02
1298259.39
60+50.00
0.00'
PT
179479.96
1298238.13
SW/S GRADY WAY CENTERLINE ALIGNMENT DATA
STA 146+00 TO STA 154+00
N 77' 28' 11 " E, 800, 00'
HARDIE AVE SW CENTERLINE ALIGNMENT DATA
STA 747+00 TO
STA 748+65.08
S 01 ' 23' 11 " W,
165.08'
CURVE C6 DATA
PC = 748+65.08
PT -
749+78.86
A = 65*11'17"
L =
113.77'
R = 100.00'
T =
63.94'
STA 749+ o 8.86 TO STA
750+00.00
S 63' 48' 07" E,
21.14'
REVISION DESCRIPTION
DIE AVE
19
,7O
,7o� G6&
:,7 ° 7
.7
In mil/
00
'y
(D�'i
p8 � �3 1
1 8S
�84. • . �3 9j
199?(96;.
: s
22�: 168.
2g8.
28
SW/S 7TH ST CENTERLINE ALIGNMENT DATA
STA 246+00 TO STA 254+00
S 89' 09' 14" E, 800.00'
S 4TH PL CENTERLINE ALIGNMENT DATA
STA 347+00 TO STA 354+00
N 76' 28' 38" E, 700.00'
S 3RD PL CENTERLINE ALIGNMENT DATA
30
m
STA 447+00 TO STA 452+00
N 56' 34' 15" E, 500.00'
SW SUNSET BLVD/S 3RD ST CENTERLINE ALIGNMENT DATA
STA 548+25 TO STA 559+40.98
S 88' 38' 19" E, 1115.98'
S 2ND ST CENTERLINE ALIGNMENT DATA
STA 650+00 TO STA 653+00
S 88' 17' 23" W, 300.00'
11-14-11 SURVEYED: KPG
wAs� J1 y� DRAWN BY: JLF
DESIGN BY: JLF
v:
CHECK BY: NJD
�Fc sTE��° �� PROJ MGR: JF
�I�NAL ECG
BY I APP. DATE I FILL: 0655DNDX01.dwg
Cry
0
0
0
RAINIER AVE S CONST. CENTERLINE ALIGNMENT DATA
STA 9+00 TO STA 12+56.31
N 01'
08' 06" E,
356.31'
CURVE
C1 DATA
PC =
12+56.31
PT = 18+90.17
A =
40*21'10"
L = 633.86'
R =
900.00
T = 330.71'
STA 18+90.17 TO
STA 25+69.07
N 41'
29' 15" E,
678.90'
CURVE
C2 DATA
PC =
25+69.07
PT = 30+84.82
A =
59°06'04"
L = 515.75'
R =
500.00'
T = 283.47'
STA 30+84.82 TO STA 36+42.24
N 17'
36' 48" W,
557.42'
t ;_ & - 4__� - 31
753 9th Avenue N 2502 Jefferson Avenue
Seattle; WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627.0720
www.kpg.com
N
CURVE
C3 DATA
PC =
36+42.24
PT
= 37+79.98
A =
02'37'50"
L
= 137.74'
R =
3000.00'
T
= 68.88'
STA 37+79.98 TO
STA
46+06.11
N 20'
14' 38" W,
826.13'
CURVE
C4 DATA
PC =
46+06.11
PT
= 49+40.26
A =
23'55'55"
L
= 334.15'
R =
800.00'
T
= 169.55'
STA 49+40.26 TO
STA
55+10.91
N 03'
41' 17" E, 570.65'
CURVE
C5 DATA
PC =
55+10.91
PT
= 60+50
A =
05°49'28"
L
= 539.09'
R =
5303.01'
T
= 269.78'
BID
DOCUMENTS
�1165 �9 91 0C1117
o0OV -- .
-- 205:
ot
m
�Ln
co
N
II
co
ze
4
„
cn
T
3
41
50 51 52 Cn
54 5 56 57 58 59 60
0
0
�Cn
N
V%
Cn
CST
Na
0
N
16 64 78
113 � ��
189` 204 226 .237. .257:
275 :,291.:.. 303
SHEET INDEX
X RIGHT OF WAY PLANS :' X JOINT UTILITY TRENCH PLANS
X EXISTING CONDITIONS X JOINT UTILITY TRENCH PROFILES
X SITE PREPARATION & TESC PLANS X PROPERTY RESTORATION PLANS
ALIGNMENT PLANS : X : CHANNELIZATION & SIGNING PLANS
O ALIGNMENT PROFILES X'': ILLUMINATION AND INTERCONNECT PLANS
X DRAINAGE PLANS X SIGNALIZATION PLANS AND WIRING DIAGRAMS
X DRAINAGE PROFILES URBAN DESIGN DETAILS
X WATER PLANS X IRRIGATION PLANS
X WATER PROFILES X LANDSCAPE PLANS
T=343004
RCITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
INDEX
4
DRAWING NO.
PROJECT NO.
TED403430
FED AID N( +.
_CMO167' 048)
DATE:
NOV 2011
SHEET NO.
4 OF 304