HomeMy WebLinkAbout1558.20�I
r
1A
35.35
35.70Z
SOUTH CURB FACE
L = 37*02
R =350'
T _ 1 1 -i n n
35.88
36.06
Type'E"Curb
V SC GUge UT CXIST. ravemem ror
Grade Line.
Top Of Curb To Be 6"Above Finished
Pavement.
Traffic IsLand
NORTH CURB FACE
0 = 23° ?2
R =,400
T = 82.71
L = 163.13�
NORTH 3rd, 'TREET - C11RP RETHRN Ii TA
0+75.6
0=90° 08,
R = 45'
T=45.10'
L = 70.80'
45' R.
r- 38.5' R.
Y
�43.5'R,l
m
N
N
50' R.
'l
Pq
0= 89° 52'
a
R = 50'
T=49.89'
L=78.42'
J P.C.1+41.37
3� 7.70
\� G.E. 36.77
I` I.E.34.00
F.C. STAT
RADIUS
n Ail E
N,2T,4
INTERSECTION
on
N. 3rd
"EET
t. In.
o-o C"°"r; B
`j,',%rkNT
Street
RETURN -Ft.
NE
SE
S14
N'd'
EUPNIETT AVE. N.
NE
6+21,0
15
72-22-55
16.5
29.1>'
29.25
25.31
29.38
SE
8+44.7
15
107-37-35
28.3
29.12
29,22
29.13
29.1E
SV
7+46.6
20
78-54-00
27.5
28.90
29�15
28.96
28,92
NW
7+41F4
15
97-51-30
25.6
28.79
29�08
28.98
28�,'15
28.70
2.9.00
29.(10
28.60
ILLIAYS A11E. N.
NE
11+22�8
15
72-12-1C
18.c,
30.22
30.28
30.C6
30.01
SE
11+4o.7
10
107-47-50
18.9
30.15
30.20
30.0C
29.98
SW
10+76$E
15
72-12-10
18.9
30.06
30.10
29.90
20.ac
NW
10+58.9
10
107-47-50
18,9
29.95
30.05
o
20,('
29.9r,
29,90
30-10
29.90
30-00
':'ELLS A°r"E. N.
NE
14+97.0
15
g0-00-00
23.6
311-53
31.53
31.36
31.27
SE
14+97QO
15
g0-00-00
23.6
31.t>3
31,47
31.23
31.29
SW
14+47.2
15
72-12-10
18.9
31p33
31.37
31.12
31.32
NW
14+23.5
15
107-47-5o
28.4
31.26
31.24
31.°"4
31.28
31.20
31,20
31 :. r'0
31.20
M.
PEE
17+72.1
15
a0-00-00
23.6
32.86
s2,86
32.54
32,54
SE
17+72.1
15
90-00-00
23.6
32.84
32.72
32.58
32.58
Skil
17+06.1
15
9o-00-00
23.6
32.83
32.56
32.60
32,64
NW
17+o6.1
15
9o-00-00
23.6
32=81
32.58
32055
32.63
32.Po
32.60
32.��0
32,6o
Jack E.Wilson
City Engineer
0
U_
LL
U
CL
N (n Iff
M �
�E
Y =
ma
rn
o� m
�M M
W d
N. 3 RD ST.
8 S/ W
O
0
28
+
CD
U
a-
--
I
p=60023' 50"
R=140,0'
T=81.48'
L=147.58'
I I
Mr-R.TI 3r!-' ST11-EET - :l°FB I ET11^I' n,c.T;°
N
End Asphalt Conc. Overlay
44' I 28+80 (21' Lt.) Install Type 4 Inlet.
Field Locate of Low Point. Connect
II to Existing M.H. P. 0� C. 28 +75.76
(45 Rt.)with 8 x 80 C. P.
F.C__ STAT
RADIUS
8 ANULE
LENrTH
QUADRANT
INTE'^SECTI''N
on
N. 3rd
FEET
o Ft. In.
of CUrtB
STREET
RETURN -Ft.
NE
FE
Sw
NW
PARK AVE. N.
NE
20+6o.1
12
go-00-00
18.8
34.04
34.04
33.92
33.93
SE
20+6o.i
12
9o-00-00
18.8
33.95
33.90
33.90
33-90
Sv,,,7
19+92.1
12
go-00-00
16.8
33.85
33.75
33.86
33.85
mw
19+94.1
10
go-00-00
15.7
33.78
33.78
33.83
33.02
33.70
33-00
33.P0
33AP0
�A.RDEN AVE. N.
NE
25+o4p6
15
9o-00-00
23.6
34.51
34.51
34r63
34.63
SE
25+o4U6
15
go-00-00
23.6
34.53
34.57
34N66
3t1.66
SVI
24+34p6
15
50-00-00
2L 6
34u56
34U60
34.69
34g68
W!
24+34a6
15
go-00--00
23.6
34.60
34.69
34072
3t1.63
34.60
34.75
34.75
34.1''C
N'.
I"E
27+84.4
15
9o-00-00
23.6
35.02
35.02
34�SO
34.90
SE
27+84t4
15
g0-00-00
2346
35.96
34.94
34.60
34.85
E
27+1% 3
15
9o-00-00
23.6
34>82
34.82
3'1�86
34.>0
NV
27+16.3
15
9o-00-00
23.6
34.70
34.76
34,83
34.72
34.65
34j0
34.80
34.65
FACTORY AVE, N.
NE
30+67.4
12
9o-00-00
18.el
35.54
35.54
35.42
35.42
SF
3o+67.4
12
90-00-00
18.8
35,�50
35.52
35.43
35.40
SY
30+01.4
10
9o-00-00
15.7
35.45
35.50
35.45
35�37
NV
29+9g.4
12
go-00-00
18.8
35,40
35.55
35.47
357.30
115.35
35.60
35.50
35,25
Note. Elevations shown are too of curb
elevations -.-or ouarter points c"7
return. The
"irst elevation
shown
is at `".`,
on North
3rd Street
or
iWorth 4th
Street. The last elevation is _t
the `'.C. r�n
intersecting
street.
BELLEVUE
WAS H I NGTON
_--End Asphalt Conc. Overlay
N. 4 TH ST.
30+02 (21' Rt.) Install Type 4 Inlet.
Connect to Existing M.H. 29+60
(2.5` Lt.) with 8° x 82 ' C. P.
+60 (2.5' Lt.) Field Locate
isting M.H. and Adjust to Grade.
NORTH 4th ST''.EET - C'.)!�B RETU ;N D"ITA
F.C. STAT ;Air IUS L , i:' LE LEN`ZTH
INTERSECTION on M. 4th "EET o -t. I n. o 7 CURB RA,NT
STREET FET!URN-�7t. NE SE
NORTH 4th ST. &
BUI%.NETT AVE, N, NE 6+79.07 20 93-15-CO 32.6 27a78 27.80 31„ 8 30.54
SE 6+76a85 20 go-00-Co 31.4 27.75 27.73 30.83 29.
SV' 5+o8.6 20 102-48-4o 35.5 27.59 27.55 29.92 29.30
NW 5+17.3 30 76-o6-10 39.8 27,41 27,37 28$97 28.80
27.33 27v30 28.15 28.'-0
NORTH 4th ST. & NE 9+60.2 15 93-17-00 24.4 28.69 28.69 28.45 28.46
lqILLIAMS AVE, N. SE 9+58.8 15 go-00-00 2L 6 26a66 28.66 28�46 29�47
SW 8+52.3 15 g0-00-00 23.6 28.61 28.61 28a50 28.48
NY 8+93�6 15 86-43-00 22.7 28,57 28.57 28.54 28.45
28.44 28.44 2r,57 2(" 42
NORTH 4th ST. & NE 13+05p2 15 9o--00-00 23.6 29.90 29.90 29�65 29Q65
°'ELLS AVE.. N. SE 13+05.2 15 g0-00-00 23.6 29.88 29.88 29.68 29.68
SV'! 12+45.2 15 g0-00-00 23.6 29.86 29.79 29.72 29.75
NW 12+45.2 15 g0-00-00 23.6 29.84 29.F'5 29.61 29,72
29.83 29a90 29.88 201c70
NORTH 4th ST. & NE 15+80.4 15 g0-00-00 23.6 31.05 31a05 3M7 30.77
PELLY AVE, N. SE 15+80.,4 15 g0-00-00 2306 31.00 30..86 30.73 30.80
s'r! 15+14�4 15 go-00-00 23.6 30.86 30.,80 30.59 30.75
Nil 15+14�4 15 go-00-00 23.6 30F7P 30.57 30,50 3M2
30.68 30.5.4 30.55 30.69
VVA
N1 TH 4th ST & Sir! 17+9g.g 12 go-00-00 18on 32.'5 32.06
PAP_!AVF, N. NIA,! 17+99.; 12 go-00-00 1P 8 32J7 32<,r4
32u20 32.0(
e 32.17 32.08,
® t 32.10 32 1 0
CITY OF RENTON ��,� ,_3_`$
PROPOSED IMPROVEMENTS I -20
N. 3 R D ST & N. 4 T H ST.
DETAILS C-6745 6�
LOGAN AVE. N. TO SUNSET BLVD. N.