HomeMy WebLinkAboutR-4214125F,
i
p
z
0
3
x
arE
NrE
NOTES
1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES.
PAVING 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 IO
OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64-03
OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
\ \ \ 11 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
TAL-B 17+01.57, 98.24' LT 111 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5
\ 1 END TAL-B 17+17.87,102.31' LT
\ OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS
B.'10 5'S TAL-B 17+21.14, 89.21' LT
NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3
7 C
07 DOWELED CURB PER METRO STD DETAIL D109
{ 202305-9007
ORAISED BIKE LANE AT STATION, SEE DETAILNiC5.01
TAL-B 14+03.83, 88.24' LT TAL-B 16+53.45, 59.5Y LT TAL-B 17+18.36, 69.40- LT
7 C6.08 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER
BEGIN- ITAL-617+16.18, 59.64'LT i OMETRO STD DETAIL 21D108A
TAL-B 14+10.49, 78.33' LT TAL-B 14+34+27, 59.50' LT -o " ,o
AP 7t-�; o" " o OD O OCEMENT CONCRETE CROSSWALK (ION ACP CLASS B OVER 6"CSBC)
q "✓ - e' TAL-B 17+12.43, 50.37' LT EX ROVr 10 PER CIVIL DETAIL ON SHEET 1.C5.02
�" _
J U
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03
" I TAL-B 17+09.45, 44.61' LT — —
W 12 WOOD FENCE
e in_ O
TAL-B 15+g3,08, 26.24' LT
R741 0 1 2' 1-1-I 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02
TAL-816+97.73, 27.97' LTI 0
TAL-B 15+35.37, 26.39' LT I 1
TAL-B 16+59.06, 41.00' LT LLJ
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1121N. PG
1 I TAL-B 14+34.27, 41.00' LT 16+00 —I PT I Ld 14 58H22 OVER 4-IN CSBC.
n PC - "+00 TALBOT S'
R� I SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE
18+00 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH
TYPE C2 5 I (TAL-B-LINE) �� - _ O RECEPTACLE.
1 TAL4316+07.21, 41.70' RT TAL-B 16+65.42, 41.70' RT I L0
/ TAL-B 15+27.35, 28.50' RT PC IRS.5' PT + CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON
16
4 00 SHEET 105.02.
TAL-B 14+47.32, 46.25' RT
' 4 1 4 D
4 5 TYPE C2 e
� BEGINlr� �I PAVING LEGEND
TAL-B 14+58.01, 45.79' RT 4 I - J
CD 4 END _ - m \ �10 O HMA FULL DEPTH
ZCEMENT CONCRETE
,TAL-B 15+27.56, 52.72' RT 1 TAL B 16+2499 55.20' RT 1 -�• '- J
y/ EX ROW�Y+' 2 TAL-B15+8511 6185'RT 2 14 O ® O " _ CEMENT CONCRETE CROSSWALK
i tl BEGIN
j 10. TAL-B 15+39.92, 75.29' RT 14 Al
ON�® R5.0' p�-B 15+84.22, 71.48' RT 15 �'�- Q DOWNTOWN CEMENT CONCRETE SIDEWALK
S O R3.0'
U TAL-B 14+00.66, 53.82' RT - - - 4 7C6.09 - LANDSCAPING
Y END TAL-815+85.71, 79.73'RT
�y TAL-B 15+68.44, 71.99' RT
1 2 PC TAL-B 15+78.20, 76.01' RT
END n PC LINE STATION AREA
BEGIN II I p7 -B 15+71.42, 75.46' RT
RETAINING WALL
192305-9094 PEDESTRIAN HANDRAIL
—K— FENCE
RIGHT OF WAY (PROPOSED)
— FOUNDATION
0' 20' 40'
SCALE: 11= 20'
DESIGNED. WPRo4ED: DATE
o METRO TRANSIT CAPITAL DIVISION
60 /o SUBMITTAL Jacobs CA. DRAM WILCOX P. ENG "PIDRIDE I LINE NOVEMBER 2021
� ro ``�, King County
e % .
CHECKED PROUECTNO: RENTON SEGMENT DRAWING NO.
OtlBSpeiB'+'�y Y S. FORMEW566E18 METRO PAVING PLAN 1C2.09
R-, WK a BY APPD DATE OtIALi CHECKED: GONCRAJTND TAL-B 14+00 TO TAL-B 18+50
sxEERxo: of
METRO PROJECT ENGINEER CXXXXXXXX 125 XXXX
R-4214125