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VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6 &
7
1.0'
SHY
LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83
AD -READY SUBMITTAL
No. I REVISION
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6&7
1.5%
4"
4� 5
4
0 3
6" MIN,
BY I APP'D I DATE
EXISTING ROW
SEE NOTE 2
EX
TRAVELLANE
VARIES
(2.0%-2.5%)
MATCH DEPTH OF EXISTING
ROADWAY SECTION
4"
EX
TRAVELLANE
EXISTING GROUND
J
6"
108TH-LINE
8.0'
MEDIAN ISLAND
EX
TRAVELLANE
1.0' 1 1.0'
MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+78
TYPICAL SECTION K
SCALE: NTS
(108TH AVE S) 108TH 29+66 TO 108TH 31+72
EXISTING ROW
EX
TRAVELLANE
0.5'
5.0' 8.0'
U
a
VARIES
(1.0%-3.0%)
3"
SEE NOTE 2
EX
TRAVELLANE
EXISTING GROUND
1120
"1
MATCH DEPTH OF EXISTING
ROADWAY SECTION
EXISTING ROW
SEE NOTE 2
EX
TRAVELLANE
0.5'
7.5' 5.0'
U
Q
VARIES
(2.0%-2.5%)
3"
3"
MATCH DEPTH OF EXISTING
ROADWAY SECTION
108TH-LINE
EX
TRAVELLANE
TYPICAL SECTION L
SCALE: NTS
(108TH AVE S) 108TH 51+96 TO 108TH 52+86
co(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
EX
TRAVELLANE
4"
6" MIN
EXISTING ROW
SEE NOTE 2
DESIGNED:
A. VILLAR
DRAWN:
A. ARAGON
CHECKED:
J. LIM
CHECKED:
l
K. CHANG YUEN
PROPOSED ROW
SEE NOTE 2
VARIES
'
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6 &
7
1.0'
SHY
O
1.5%
a
N5�
4 6" M Imo\\t4
�/ 5 I
EX
TRAVELLANE
FENCE, SEE PAVING PLANS
FOR LIMITS
RETAINING WALL
SEE NOTE 5
ALTERNATE SECTION
I108TH 31+16 TO 108TH 31+72
SEE PAVING
10 PLANS FOR
LIMITS
4"
4
4"
5
ALTERNATE SECTION
108TH 30+49 TO 108TH 30+83
RT SIDE IMPROVEMENTS 108TH 30+49 TO 108TH 31+72
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
EX
SIDEWALK
LQ King County
METRO
TYPICAL SECTION GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4. SEE LANDSCAPE PLANS FOR PLANTING LAYOUT.
5. SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED
EDGE SIDEWALK.
6. SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN
GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS.
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. DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR
REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE
CONTRACTOR AT NO ADDITIONAL COST.
TYPICAL SECTION NOTES
OHMA CL. 1/2 IN. PG 58H-22
2O HMA CL. 1 IN. PG 58H-22
OCRUSHED SURFACING BASE COURSE (CSBC)
OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
OCRUSHED SURFACING TOP COURSE (CSTC)
OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
OPRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN
F-10.62.02.
OPRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN
F-10.64.03.
10 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D
ON SHEET 105.02.
11 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON
SHEET 105.02.
TYPICAL SECTION LEGEND
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DEVELOPMENT ENGINEERING IL
I
Michael Sippo 09/11 /2024 '
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
R-4214149
DATE:
JUNE 2024
DRAWING NO:
1 C3.06
SHEET NO: OF
149 473