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I
I No
E
EXISTING GRO=ND�
EXISTING GROUND-\
VARIES
8.0'-10.0'
SIDEWALK/
VARIE;
0.0'-5.
RAISE[
STATION
BIKE
SEE NOTE 6 & 7
LANE
0'
0.5'
SHY
o-
OR
1.5%
1.5%
3.T
NST
6'MIN
LT SIDE IMPROVEMENTS TAL-21 71+64 TO TAL-21 72+39
LT SIDE IMPROVEMENTS TAL-21 73+07 TO TAL-21 73+80
PROPOSED ROW
SEE NOTE 2
VARIES
VARIES
5.0'-10.0'
0.0'-5.0'
SIDEWALK/
RAISED
STATION
BIKE
SEE NOTE 6 & 7
LANE
5' —
T�•7
I1
I
N\ST a; 7 I 1.0'
`r SHY
MIN
VARIES
TAL-21 LINE
i
VARIES VARIES
EX 0.0'-5.0' &V-10.0'
TRAVEL LANE RAISED SIDEWALK/
BIKE STATION
LANE SEE NOTE 6 & 7
VARIES
2.0'-7.0'
0.5'
10.5'
nes
VARIES
EXISTING GROUND
TYPICAL SECTION H
SCALE: NITS
(TALBOT RD S) TAL-21 71+64 TO TAL-21 75+24
EX
30,
TAL-21 LINE
MEDIAN IMPROVEMENTS
TAL-21 88+89 TO TAL-21 89+29
OR
1.5%
1.0'
3• T
RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24
VARIES
EX 0.0'-5.0'
EL LANE RAISED
BIKE
LANE
0.5'
VARIES
VARIES
2VARIE 0'
2VARIE 0'
(1.5%x--3 OX)
(1. VARIES
2 5
ALTERNATE SECTIONS
TAL-21 88+08 TO TAL-21 88+13
TAL-21 88+75 TO TAL-21 88+96
LT SIDE IMPROVEMENTS TAL-2188+08 TO TAL-2188+96 TYPICAL SECTION
SCALE: NTS
(TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29
SIG
60% SUBMITTAL A. VIL
Jacobs e
A91LwJ.LIM
GNE0S. F0R E'dI51Gv BY APPD GATE cnEcr
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6 & 7
0.5' RAJUI
NOTE
6 OR
1.5%
NST �• 1
Z'/ I `RETAINING WALL
SEE NnT7 5
1.0'
SHY �'-
NST 3,
ALTERNATE SECTIONS
TAL-21 88+23 TO TAL-21 88+28
TAL-21 88+95 TO TAL-21 89+14
/%ISTING GROUND
RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14
P. ENS
w King County
METRO
PNG,EG
E00588E18 E18
METRO PROJECT ENGINEER ICXXXX%RRX
GENERALNOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE ROW, SURVEY CONTROL B ALIGNMENT PLANS FOR ROW
INFORMATION.
3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
5. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
6. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
7. SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9. SEE PAVING PLANS FOR LOCATION OF BOLLARDS.
10. PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL
PAVEMENT RECOMMENDATIONS.
TYPICAL SECTION NOTES
OHMA CL. 12IN. PG 50H-22
OHMA CL.1 IN. PG 58H-22
OCRUSHED SURFACING BASE COURSE (CSBC)
O4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
O5 CRUSHED SURFACING TOP COURSE (CSTC)
OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD
PLAN 101
O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.
TYPICAL SECTION LEGEND
HMA
CSBC/CSTC
CONCRETE PAVEMENT
LANDSCAPING
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
NOVEMBER 2021
MWING NO'.
C
GNEE N3
83 XXXX
R-421483