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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
I OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5
GRA 15+57.09, 85.97' LT
OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
GRA 15+60.16, 85.89' LT 1 7 C6.05
— BEGIN NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
— 192305-9096
ODOWELED CURB PER METRO STD DETAIL D109
GRA 15+20.27, 83.66' LT GRA 15+78.74, 85.40' LT 2 GRA 18+22.45, 53.00' LT 2 ORAISED BIKE LANE AT STATION, SEE DETAIL A1105.01
d 1 GRA 15+15.16, 83.7T LT 0 BEGIN I 2 GRA 17+92.13, 53.00' LT 2 BEGIN r
END GRA 15+69,97. 75.73' LT END 4 O CEMENT CONCRETE BUS PAD 10" PCCP CLASS C-1 OVER 6" CSBC PER
6.0' 6.6' AP I o EX ROW O ( 1
192305-9032 N METRO STD DETAIL 7JD108A
" / I GRA 16+54.30, 53.00' LT 14 2 EX ROW U
Jr) GRA 15+04.67, 74.0T LT > 8y R30.0' " —
AP 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC)
AP
N EX ROW 4 _ o - 30 0 PER CIVIL DETAIL ON SHEET 1 C5 02
U I 4 Z_ W
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
W a �. " - W 12 WOOD FENCE
2 - L 0 ® (n 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
1n Jac R37805 5 TYPE C26
W GRA 16+06.16, 39.50' LT GRA 16+53.80, 39.90' LT 1 — 19 ( 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112 IN. PG
Lv 4 _ O 581-122 OVER 4-IN CSBC.
N PC
GRA 15+20.24, 26.50LT GRA 16+09.41, 56.50' LT 18+00 � — O
1 GRA 15+57.09, 26.50' LT PT �� + SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
S GRADY WAY 17+00 — _ 5 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
O 00 15+00 16+00 _ - ---- RECEPTACLE.
i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
GRA 15+10.45, 27.29' RT SHEET 105.02.
GRA 16+19.11, 28.42' FIT
I GRA 14+43.89, 27.66' RT GRA 15+57.60, 27.25' RT I Lki
Z
4 4 J PAVING LEGEND
CD o
W �O — — I� — — O HMA FULL DEPTH
Z
1 _ �_I ee0 Q
CEMENT CONCRETE
� � 4 � I CEMENT CONCRETE CROSSWALK
Q vV W EX ROW DOWNTOWN CEMENT CONCRETE SIDEWALK
n ' GRA 16+09.36, 49.66' FITEX ROW GRA 14+53.81,49.69'RT ,J ,� AP / LANDSCAPING
AP
GRA 14+43.87, 41.1T RT
o d GRA 16+19.18, 41.09' RT 192305-9043
1 1 /
I BEGIN CDEND I � I LINE STATION AREA
I I /
RETAINING WALL
1 GRA 15+00.69, 99.49' RT Tn GRA 15+51.68, 89.83' FIT / PEDESTRIAN HANDRAIL
END BEGIN 1
GRA 15+03.61, 99.39' FIT LL GRA 15+48.79, 89.31' RI —IL— FENCE
Q
� RIGHT OF WAY (PROPOSED)
U
— FOUNDATION
Q 0' 20' 40'
GO
SCALE: 1" = 20'
DESIGNED. WPRMD DATE
o METRO TRANSIT CAPITAL DIVISION
60 /o SUBMITTAL Jacobs DA. RAM P. EKG "PIDRIDE I LINE NOVEMBER 2021
``�, King County
C. WILCOX
CHECKED: axaECTN0: DRAWING NO
METRO RENTON SEGMENT
it
SHECKEDN CONRRE18 PAVING PLAN 1C2.06
No R-,WK N BY AFRO DATE `"E`Nm: `DxTRADTxD. GRA 14+00 TO GRA 19+00
sxEETxo: or
METRO PROJECT ENGINEER CXOOGGGX 122 XXXX
R-4214122