HomeMy WebLinkAboutR-4214146TYPICAL SECTION GENERAL NOTES
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SEE PAVING
PLANS FOR
LIMITS
4"
4"
VARIES
F n' - 11 F'
ALTERNATE SECTION
TAL-21 56+26 TO TAL-21 56+47
LT SIDE IMPROVEMENTS TAL-21 56+22 TO TAL-21 56+51
EXISTING ROW
SEE NOTE 2
�u
EX
TRAVELLANE
GUTTER TO REMAIN
TAL-21 LINE
EX
TRAVELLANE
MATCH DEPTH OF EXISTING
ROADWAY SECTION
TYPICAL SECTION E
SCALE: NTS
(TALBOT RD S) TAL-21 56+22 TO TAL-21 57+36
TAL-21 LINE
EXISTING ROW
SEE NOTE 2
VARIES
VARIES
5.0'-10.0'
0.0'-5.0'
SIDEWALK/
RAISED
STATION
BIKE LANE
SEE NOTE 6 & 7
1.0'
0.5'
FENCE SHY
SEE PAVING PLANS FOR LIMITS
—
PER PLAN 7
6
OR
PER PLAN
1.5%
1.5%
NSA 4'1
a'4 .
O
-
4"
o 0
4
6" MIN
3
4"
5 6" MIN
3
4"
2
/—%
3"
AD -READY SUBMITTAL
No. I REVISION
LT SIDE IMPROVEMENTS TAL-21 71+70 TO TAL-21 72+37
LT SIDE IMPROVEMENTS TAL-21 72+97 TO TAL-21 73+78
BY I APP'D I DATE
EX
TRAVELLANE
VARIES
4.0'-10.5'
0.5'
U
a
EXISTIN
VARIEme
� MI
S
6" MIP
6" MIN
TYPICAL SECTION F
SCALE: NTS
(TALBOT RD S) TAL-21 71+70 TO TAL-21 75+24
CY
so
(425) 453-5000
1100 112TH AVE NE, SUITE 500
cobBELLEVUE, WA 98004
EXISTING ROW
SEE NOTE 2
VARIES
3.0'-4.0'
EX
SHOULDER
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6 &
7
MrmrrlTRIAN
RAIL
TE 6
TAINING WALL,
NOTE 5
RT SIDE IMPROVEMENTS TAL-21 56+43 TO TAL-21 57+36
EXISTING ROW
SEE NOTE 2
VARIES
nmr,n,
VARIES
7 n'-1 n n'
RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24
DESIGNED:
APPROVED:
A. VILLAR
G. FRANCO
DRAWN:
A. ARAGON
CHECKED:
PROJECT NO:
J.LIM
E00566E18
CHECKED:
CONTRACT NO:
l
K. CHANG YUEN
CXXXXXXXX
LIQ King County
METRO
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)
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
HMA
CSBC / CSTC
CONCRETEPAVEMENT
LANDSCAPING
RETAINING WALL
[DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
R-4214146
DATE:
JUNE 2024
DRAWING NO:
1 C3.03
SHEET NO: OF
146 473