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EXISTING GROUND
NST
PROPOSED ROW
SEE NOTE 2
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6 & 7
EXISTING ROW
SEE NOTE 2
VARIES
0.0'-5.0'
RAISED
BIKE LANE
— 0.5' 0.5'
VARIES
6 2.0'-7.0'
OR
7
PER PLAN
0
EX
TRAVELLANE
VARIES
2 m-10 0,
1.5/0 1 1 \/ApIF.q %
RETAINING WALL,
EXISTING GROUND SEE NOTE 5
4"
4
I3 6" MIN
5 4" 3 6" MIN
4"
I 1 3"
SST 4. y I 1.0' 1 3"
6"MIN
SHY 3
MATCH DEPTH OF EXISTING ROADWAY SECTION
ALTERNATE SECTIONS
TAL-21 88+08 TO TAL-21 88+13
TAL-21 88+75 TO TAL-21 88+96
LT SIDE IMPROVEMENTS TAL-21 88+08 TO TAL-21 88+96
PEDESTRIAN
GUARDRAIL,
SEE NOTE 6
- rCC4
/ I
1.0'
SHY--4
Ng� 4:1
ALTERNATE SECTION
- I - n n - - --
CAR 33+53 TO CAR 33+58
EXISTING SIDEWALK
MAINTAINED
ALTERNATE SECTION
VARIES
6.0'-10.7'
SIDEWALK/
STATION
SEE NOTE 6
4"
4"
1.5%
TAL-21 LINE
i
Tiy
EX
TRAVEL LANE
0.5'
EXISTING ROW
SEE NOTE 2
VARIES
0.0'-5.0'
RAISED
BIKE LANE
VARIES
_
2. 0'- 10. 0'
—VARIES-
2.0'-7.0'
VARIES _
VARIES
1117111
6"MIN 3 6"MIN
3 6"MIN
IMEDIAN IMPROVEMENTS 2 4
4„ TAL-21 88+89 TO TAL-21 89+29 4
3"
4" 3"
1
6"MIN 15.0'
1 OVERLAY
3 0
TAL-21 88+28 TO TAL-21 88+87
TYPICAL SECTION G
SCALE: NTS
(TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29
CAR -LINE
EXISTING ROW
SEE NOTE 2
�u
EXISTING CURB AND
GUTTER TO REMAIN
1 ( �
3"
15.0' 1
OVERLAY
EX EX
TRAVELLANE TRAVEL LANE
EXISTING GROUND
EXISTING CURB AND
GUTTER TO REMAIN
TYPICAL SECTION H
SCALE: NTS
(S/SE CARR RD) CAR 33+32 TO CAR 33+86
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6&7
0.5' 0.5'
6
OR
7 7 PER PLAN
PER PLAN
1.5% 1.5%
6" MIN 4
3 I
4
3" 1 5
4"
2 I
6" MIN
6" MIN 3 SHY
NST 4:1
MATCH DEPTH OF EXISTING ROADWAY SECTION
EXISTING ROW
Gu
SEE NOTE 2
VARIES
a F11_1n n,
PEDESTRIAN
GUARDRAIL,
SEE NOTE 6
RETAINING WALL
SEE NOTE 5
EXISTING GROUND
ALTERNATE SECTIONS
TAL-21 88+23 TO TAL-21 88+28
TAL-21 89.04 TO TAL-21 89+14
RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14
3HY
RT SIDE IMPROVEMENTS CAR 33+63 TO CAR 33+86
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
0 HMA CL. 1 IN. PG 58H-22
OCRUSHED SURFACING BASE COURSE (CSBC)
4O CEMENT 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
O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
gO PRECAST 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
CONCRETEHMA
PAVEME
LANDSCAPING
RETAINING WALL
LT SIDE IMPROVEMENTS CAR 33+32 TO CAR 34+04 DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024 :7'4 � 03:01 FR _-4 2 14 14-7
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
A. VILLAR G. FRANCO
1i00 112TH5AVE NE, SUITE 500 ��4•� ��s��.�� DRAWN: � . RAP I D RI D E I LINE
A cobBELLEVUE, WA 98004 A®� A. ARAGON King County
CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO:
IPA, ���8�p��$�� J.LIM E00566E18 METRO ROADWAY TYPICAL SECTIONS 1 C3.04
AL 6/12/24 CHECKED: CONTRACT NO: SHEET NO: OF
No. REVISION BY APP'D DATE K. CHANG YUEN CXXXXXXXX 147 473