(TYPE A)(1’-6") C.C.C.& G. (TYPE A)(1’-6") C.C.C.& G. (4" U.T.) WALK 5’ CONC. BERM 3’ 1 ’- 6" (4" U.T.) WALK 5’ CONC. BERM 3’ 1 ’- 6" 1’ 1’ VAR. WIDTH EXISTING PAVEMENT HWY. 190 EAST L 3 : 1 3 : 1 C 14’-0" LANE 14’-0" LANE 0 . 02 ’ / ’ 0 . 0 2 ’ / ’ 0 . 0 2 ’ / ’ 0 . 02 ’ / ’ W . 7 T H A V E . OAK W OOD R D . S . P R Y C E S T . S . Y OUNG S T . S . G R OS S S T. S . G R AN T S T . S . LEE S T. 200 205 210 215 220 2 25 230 2 3 5 PC2 1 3 +04 . 4 1 PT2 13 +56. 04 PC22 4 +03 . 11 PT22 6+40. 1 7 PC226+53 . 43 PT2 2 8 +46. 3 7 PC234 +48 . 75 PT23 5 +38 . 71 PI 2 13 +30. 2 2 PI 2 2 5 +2 1 . 79 PI 22 7 +50. 01 PI 234 +93 . 73 130 P C 125 + 66 . 26 PT126+57.77 PC127+99.64 P T 128 + 92 . 39 P O E 131 + 97 . 63 P I 126 + 12 . 02 P I 128 + 46 . 0 1 +16 +22 20’ 20’ 1 6 ’ 1 6 ’ 1 6 ’ 16 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 16 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 2 0 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ +22 +31 +98 +52 +33 +54 +44 +29 +56 +57 +73 +12 +48 +34 +67 +44 +46 +30 +30 +09 +59 +87 +67 +85 +69 +55 +40 +88 +59 +75 +26 +09 +14 +79 +79 +21 +25 + 6 0 + 47 + 02 + 9 2 + 6 2 +14 + 6 6 + 3 6 + 7 9 +19 + 3 1 +18 + 27 + 45 + 8 3 + 8 3 + 4 5 + 9 6 + 9 8 + 4 4 + 7 8 + 5 5 + 33 +17 2 0 ’ 2 0 ’ 3 0 ’ 30 ’ 1 6 ’ 1 6 ’ 2 4 ’ 2 0 ’ 2 0 ’ 2 0 ’ 2 4 ’ 20’ 2 0 ’ 24’ S T A . 129 + 93 . 51 1 00’TRANSI TI ON S T A . 130 + 93 . 51 +70 16’ 1 6 ’ PROFILE GRADE N N ROUTE 190 SECTION 5 JEFFERSON COUNTY I-530 - HWY. 79B (FRANKLIN ST. & 6TH AVE.) (S) JOB 020628 PRELIMINARY DESIGN LEGEND EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY CONSTRUCTION EASEMENT PROPOSED TEMPORARY PROPOSED LANE EDGE PROPOSED CONSTRUCTION LIMITS S C A LE : 1 " = 5 0 ’
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
(TYPE A)(1’-6")
C.C.C.& G.
(TYPE A)(1’-6")
C.C.C.& G.
(4" U.T.)
WALK
5’ CONC.
BERM
3’
1’-6"
(4" U.T.)
WALK
5’ CONC.
BERM
3’
1’-6"
1’1’VAR. WIDTH
EXISTING PAVEMENT
HWY. 190 EAST
L
3:1
3:1
C
14’-0" LANE14’-0" LANE
0.02’/’ 0.02’/’0.02’/’0.02’/’
W. 7TH AVE.
OA
KW
OO
D
RD.
S.
PR
YC
E S
T.
S.
YO
UN
G
ST.
S.
GR
OS
S
ST.
S.
GR
AN
T
ST.
S.
LE
E S
T.
200
205
210
215
220
225
230
235
PC213
+04.4
1
PT213
+56.0
4
PC224
+03.11
PT226
+40.17
PC226
+53.4
3
PT228
+46.3
7
PC234
+48.7
5
PT235
+38.7
1
PI2
13+30.2
2
PI2
25
+21.79
PI2
27
+50.0
1
PI2
34
+93.7
3
130
PC125+66.26
PT126+57.77
PC127+99.64
PT128+92.39
POE131+97.63
PI126+12.02
PI128+46.01
+16 +
22
20’
20’
16’
16’
16’
16’16’
16’
16’ 16’16’ 16’
16’
16’
16’
16’ 16’
16’
16’
16’ 16’ 20’
16’ 16’ 16’ 16’
16’
16’
16’
16’16’
16’
16’
16’ 16’ 16’
16’ 16’
16’ 16’
16’ 16’ 16’
16’ 16’
16’
16’ 16’
+22+31
+98+52
+33
+54 +44 +29 +56+57
+73+12
+48
+34
+67 +44
+46 +30
+30+09
+59
+87 +67 +85
+69 +55 +40 +88 +59+75
+26+09
+14 +79+79
+21
+25+60
+47+02
+92 +62
+14 +66 +36+79
+19
+31+18 +27
+45
+83+83 +45 +96
+98 +44
+78 +55+33 +17
20’
20’
30’
30’
16’
16’
24’
20’
20’
20’
24’
20’
20’
24’
STA. 129+93.51
100’
TR
AN
SITIO
N
STA. 130+93.51
+7016’
16’
PROFILE GRADE
N
DWB 7-27-17
N
DWB 7-27-17
ROUTE 190 SECTION 5
JEFFERSON COUNTY
I-530 - HWY. 79B (FRANKLIN ST. & 6TH AVE.) (S)
JOB 020628
PRELIMINARY DESIGNLEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PROPOSED LANE EDGE
PROPOSED CONSTRUCTION LIMITS
SCALE: 1"= 50’
Related Documents
