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GRA-LINE
PROPOSED ROW EXISTING ROW EXISTING ROW
SEE NOTE 2
VARIES 6.0'-13.0'
SEE NOTE 6 & 7
STATION /SIDEWALK
NSA �:1
SEE PAVING PLANSI 4a
FOR TIE-IN LIMIT
�VARIES 0
3.0'-7.0' I
LANDSCAPE
L 1.01
SHY
mlmlw
GROUNDEX I
0
VARIES
0.0'-5.0'
PLANTER
ALTERNATE SECTION
GRA 16+06 TO GRA 22+82
LT SIDE IMPROVEMENTS GRA 11+03 TO GRA 14+69
LT SIDE IMPROVEMENTS GRA 16+06 TO GRA 24+42
ROW DEDICATION BY DEVELOPER
VARIES
VARIES
2.0'
8.0'-16.0'
0.0'-8.0'
MIN
SIDEWALK
PLANTER
0.5'
1.0' SHY
1.5%
6
4"
11 n,
SEE NOTE 2
VARIES 10.5' -11.0'
EX TRAVEL LANE
4.5"
6'MIN MATCH DEPTH OF
EXISTING ROADWAY
SECTION
TRANSIT LANE
VARIES
(0.5%-4.0%)
LT SIDE IMPROVEMENTS TAL-B 10+70 TO TAL-B 13+37
LT SIDE IMPROVEMENTS TAL-B 14+34 TO TAL-B 16+59
3"
6"MIN
EXISTING GROUND
EXISTING ROW
SEE NOTE 2
VARIES
6.0'-11.0'
EX
TRAVELLANE
EX
TRAVELLANE
EX
TRAVEL LANE
TYPICAL SECTION A
SCALE: NTS
(S GRADY WAY) GRA 11+03 TO GRA 24+42
EX
TRAVELLANE
NG GROUND
MATCH DEPTH OF EXISTING ROADWAY SECTION
TAL-B LINE
CL
_1
VARIES }
0.0'-13.0'
EX
TRAVEL LANE
EX
TRAVELLANE
VARIES
0.0'-12.0'
EX
TRAVEL LANE
SEE NOTE 2
EX
TRAVELLANE
VARIES
11.0'-13.0'
BAT LANE
VARIES
0.0'-11.5'
SEE NOTE 8
0.5'
VARIES I
(0.5%-4.0%)
a`
SEE PAVING PLANS FOR
TIE-IN LIMIT
PROPOSED ROW
SEE NOTE 2
VARIES
6.0'-10.0'
SIDEWALK/STATION
SEE NOTE 6 & 7
PEDESTRIAN
GUARDRAIL
SEE NOTE 6
J-----------------
1.5%
off 'I
c dd
I4 4
3 6"MIN
_/
MATCH DEPTH OF 3" I RETAINING WALL SEE
EXISTING ROADWAY NOTE 5
SECTION 4 I
2
VARIES
6" MIN 3 6.0'-8.0' 1.0'
SIDEWALK SHY
1.5% NSA 3'1
NST4.1
4" 4
4"
5
ALTERNATE SECTION
GRA 22+48 TO GRA 22+78
RT SIDE IMPROVEMENTS GRA 22+48 TO GRA 23+80
EXISTING ROW
11.0'
EX
TRAVELLANE
MATCH DEPTH OF EXISTING
ROADWAY SECTION
VARIES
13.0'-14.0'
BAT LANE
8.0'
SIDEWALK
NST'1'A
SEE PAVING
10 PLANS FOR
LIMITS
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
CIO
O HMA CL. 1/2 IN. PG 58H-22
N
r
2O HMA CL. 1 IN. PG 58H-22
O
O CRUSHED SURFACING BASE COURSE (CSBC)
O
r
4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
N
C�
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
N
M
PLAN 101
r
OPRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN
O
Q
F-10.62.02.
O
O PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN
r
N
F-10.64.03.
IL
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.
N
TYPICAL SECTION LEGEND
O
O
O
HMA
N
N
N
CSBC / CSTC
a
CONCRETE PAVEMENT
J
W y W y W LANDSCAPING
RETAINING WALL
4"
4
4"
TYPICAL SECTION B 5
SCALE: NTS ALTERNATE SECTION
(TALBOT RD S) TAL-B 10+70 TO TAL-B 22+13 TAL-B 18+29 TO TAL-B 19+32
DEVEL:1sippo
MENT ENGINEERING `
RT SIDE IMPROVEMENTS TAL-B 16+07 TO TAL-B 22+13
Michae09/11 /2024
FR _-4 2 14 14-4
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUKE 2024
(425) 453-5000 ���'� w•�•s��� A.
VILLAR G. FRANCO RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500 •
A cobBELLEVUE, WA 98004 ®;4 A. ARAGON King County
CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO:
vo�,13g34 ,J.LIM E00566E18 METRO ROADWAY TYPICAL SECTIONS 1 C3.01
�Sd®bTAL 6/12/24 CHECKED: CONTRACT NO: SHEET NO: OF
No. REVISION BY APP'D DATE 144 473
K.CHANG YUEN CXXXXXXXX