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NOTES
1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES.
OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5
OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
ODOWELED CURB PER METRO STD DETAIL D109
N ORAISED BIKE LANE AT STATION, SEE DETAIL AIIC5.O1
O
N OCEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
U METRO STD DETAIL 21D108A
106.03
F 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
\ W PER CIVIL DETAIL ON SHEET 1.C5.02
EX ROW W
_ 3- 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
JB JB❑ Lil
1 2ND 20+01,45, 23.29' RT L�J 12 WOOD FENCE
LI
BEG
11
2ND 20+01.36, 20.35' RTIN 2ND 19+68.38, 23.80' RT N 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
21+00 Imo— 2ND 19+68.39, 20. 2NRT S 2ND ST ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG
— — —20 00 14 58H22 OVER 4-IN CSBC.
O 1 2ND19+81.79,44.86'LT 1 18+00 (2ND-LINE) 18+00 1 17+00 1 16 +
1 JB❑ 2ND 19+81.63, 49.86' LT o I I Lp SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
1 0 O O O O JB❑ O 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
_ 2ND 20+55.31, 46.64'LT END J ,z JET] Q RECEPTACLE.
_ \ 2ND 20+55.45, 49.59'LT JB Z
1 OCEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
BEGIN 1 1 2ND 16+65.03, 42.01' LT N i6
_ 1 10 i 2ND 17+47.26, 42.02' LT 1 1 10 SHEET iC5.02.
1 2ND 16+65.03, 49.01' LT LJ
\ 1 2ND 17+47.18, 48.99 LT END 1 J
PAVING LEGEND
JB❑ JB❑ JB❑
1 0 ®® 1 0 1 U O HMA FULL DEPTH
o I I Q
4 I � - - 4
P CEMENT CONCRETE
EX ROW
CEMENT CONCRETE CROSSWALK
1 14 4 i� 784180-0085 1 4 I DOWNTOWN CEMENT CONCRETE SIDEWALK
U) O '..
LLI LANDSCAPING
�_ >
9'9 I
2ND 20+37.61, 96.11' LT 2ND 19+97.25, 98.48' LT \ 1II LINE STATION AREA
1 \ j BEGIN 1 - I- - - - J
RETAINING WALL
1 2ND 17+28.92,103.18' LT 2ND 16+92.89, 105.15' LT
TEND BEGIN 1 PEDESTRIAN HANDRAIL
—K— FENCE
RIGHT OF WAY (PROPOSED) N
— FOUNDATION
0' 20' 40'
SCALE: 1" = 20'
DESIGNED. WPRMD DATE
o METRO TRANSIT CAPITAL DIVISION
60 /o SUBMITTAL ON AVm P. EKG "PIDRIDE I LINE NOVEMBER 2021
e
``�, King County
C. WILCOX
CHECKED: RRDJECTxo: DRAWING No.
METRO RENTON SEGMENT
SHECKEDN CONRRE18PAVING PLAN 1C2.03
no. R-,WK N BY AFRO DATE `"E`Xm: `DxTRADTxD. 2ND 21+00 TO 2ND 16+00
sxB:Txo: or
METRO PROJECT ENGINEER CXXXXXXXX 119 XXXX
R-4214119