HomeMy WebLinkAboutR-4214148TYPICAL SECTION GENERAL NOTES
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VARIES, 5.0'-11.5'
NST4,i
RETAINING WALL
SEE NOTE 5
ALTERNATE SECTION
CAR 45+36 TO CAR 45+71
CAR -LINE
�L
EXISTING ROW EXISTING ROW
SEE NOTE 2 SEE NOTE 2
EX
VARIES, 5.5'-10.0'
EX PAINTED EX
TRAVEL LANE MEDIAN/LEFT TRAVEL LANE SIDEWALK/STATION
NOTE 6 & 7
TURN LANE SEE NOTE 6 & 7
MATCH DEPTH OF EXISTING
ROADWAY SECTION
LT SIDE IMPROVEMENTS CAR 43+83 TO CAR 45+71
AD -READY SUBMITTAL
No. I REVISION
RAILING, SEE
NOTE 6
ST 41 ° ar
RAILING, SEE NOTE 6
1.0'
SHY-1,
NST 4:1
EXISTING ROW
SEE NOTE 2
VARIES, 5.0'-11.0'
SIDEWALK/STATION
SEE NOTE 6 & 7
VARIES
4"
4" 6" MIN
4 4„
4"
5
ALTERNATE SECTION
26+73 TO 26+95
LT SIDE IMPROVEMENTS
105TH 25+36 TO 105TH 26+18
105TH 26+73 TO 105TH 26+95
BY I APP'D I DATE
a
9
EXISTING GROUND
MATCH DEPTH OF EXISTING
ROADWAY SECTION
— VARIES, 6.0'-23.0'
TYPICAL SECTION I
SCALE: NTS
(SE CARR RD) CAR 43+44 TO CAR 46+16
EX _
TRAVELLANE
VARIES, 12.5'-18.5'
0.5'
VARIES
4�
6" MIN
105TH-LINE
r
RT SIDE IMPROVEMENTS
CAR 43+44 TO CAR 44+57
CAR 45+92 TO CAR 46+16
EXISTING ROW
SEE NOTE 2
VARIES, 5.0'-10.0'
EX
SIDEWALK/STATION
TRAVEL LANE
SEE NOTE 6 & 7
VARIES
12.5' TO 17.5'
1.0'
VARIES
SHY
0.0' TO 9.5'
VARIES
3.0' TO 11.5'
OVERLAY
:D
6
U
0.5'
VARY
<
VARIES
1.5%
3 3�� 6"MIN
1
/771, 4"
TYPICAL SECTION J
SCALE: NTS
(SE 180TH ST) 105TH 25+36 TO 105TH 27+15
co(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
a
6" MIN
4"
4"
RT SIDE IMPROVEMENTS 105TH 26+01 TO 105TH 27+15
DESIGNED:
A. VILLAR
DRAWN:
A. ARAGON
CHECKED:
J. LIM
CHECKED:
l
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
EXISTING GROUND
LQ 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
�i�i�m4emssai'.i
FDEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
R-4214148
DATE:
JUNE 2024
DRAWING NO:
1 C3.05
SHEET NO: OF
148 473
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