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R/W
EX 8.0' EX 5.0'
SIDEWALK PLANTER
- L
EX 13.0'
TURN LANE
EX 0.5'
CURB
GENERAL NOTES:
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE SHEETS BT120-RPP101-RPP107 AND
BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS.
3. SEE SHEETS BT120-CAP101-CAP107 AND
BT120-CAP201-CAP204 FOR ALIGNMENT PLANS.
4. SEE SHEETS BT120-CSP101-CSP107 AND
BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS.
5. SEE SHEETS BT120-CPP101-CPP106 AND
BT120-CPP201-CPP205 FOR PAVING PLANS.
6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR
GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND
GENERAL SYMBOLS AND LEGEND.
1
06/13/2025
LBR
DP
I LBR
ADDENDUM #1
12/10/2024
LBR
LDG
LBR
ISSUED FORBID
L0
No.
DATE
I DSN
I CHK
I APP
I REVISION
R/W
EX PLANTER
LEGEND*:
EX 11.0'
THRU LANE
EX ROADWAY
SURFACE
EX11.1'-12.3'
THRU LANE
MATCH EXISTING DEPTHS ON
ALL SAWCUTS (TYP)
1 G RID (TYP) -
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
123.06' - 128.10'
R/W
CL
13.0'- 0'
BUS ONLY LANE
I
0.5'
CURB
MATCH EX
imam][®EW
0' - 13.0' 11.9'
LEFT TURN LANE THRU LANE
0.0' - 17.0'
MEDIAN & LSCP
0.5'
CURB
11.0' -12.5"
THRU LANE
I 1 3.0 �°►
I
I
13.2'
BUSINESS ACCESS AND
TRANSIT LANE
R/W
VARIES
SIDEWALK
0.5'
CURB
1.5%
-.N*-
9 31 2 19 GEOGRID (TYP) 6
CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP)
I
EX 0' - 13.0' EX 11.9' EX 11.0' -12.5" EX 13.2' EX 8.0'
LEFT TURN LANE THRU LANE THRU LANE BAT LANE SIDEWALK
D
EX 0.5'
CURB EX ROADWAY
SURFACE
1 STA 20e�O STA 210+85.35
RAINIER AVE S TYPICAL SECTION
RAINIER STA 207+76.56 - STA 210+85.35
HARDIE CL
72.00' - 224.9'
R/W
0' - 15.0' 24.0' TO 26.1' 0.0' - 71.4' 24.0' 15.0' TO 25.0'
SIDEWALK THRU LANE MEDIAN PLANTER TURN LANE SIDEWALK
0.5' 0.5' 0.5' 0.5'
CURB CURB CURB CURB
0' - 11.3' 0' - 10.0' 2 0'
1.5% 2.0' 0°�0 0 -.5 �o
�- 2.0 /o
R/W
EX PLANTER
MATCH EXISTING 14 16 U20
DEPTHS ON
ALL SAWCUTS (TYP)
5 3 33 9 20 16 GEOGRID (TYP) GEOGRID (TYP) 20 9 33 8 33 9 16 20 16 9 133 5 3
CONSTRUCTION CONSTRUCTION
1 GEOTEXTILE FOR 1 1 GEOTEXTILE FOR 1
SEPARATION (TYP) SEPARATION (TYP) EX 7.5' EX 8.0'
PLANTER SIDEWALK
HARDIE AVE SW TYPICAL SECTION L_
HARDIE STA 308+79.37 - 309+57.64 - -
HARDIE STA 308+79.37 - STA 309+21.25
CRUSHED SURFACING TOP COURSE
PLANTER STRIP
®
CRUSHED SURFACING BASE COURSE
HARDSCAPE
SEE SHEETS GZN006 - GZN007 FOR
*
GENERAL SYMBOLS AND LEGEND
- -
GEOGRID
CONSTRUCTION GEOTEXTILE
FOR SEPARATION
DESIGNED BY:
L. REDMAN
DRAWN BY:
Y. SHEN
L
,
2202570819
s cISTEg�
CHECKED BY:
D. POSTEN
CONSTRUCTION NOTES:
02 10 IN HMA CL 1/2 IN PG 58H-22
30 CEMENT CONC SIDEWALK PER CITY OF RENTON
STD PLAN 102
O4 IN CRUSHED SURFACING TOP COURSE
66 CEMENT CONC TRAFFIC CURB AND GUTTER PER
WSDOT STD PLAN F-10.12
80 SEE SHEETS BT120-LPP101-LPP106 AND
BT120-LPP201-LPP205 FOR LANDSCAPE
PLANTING PLAN
APPROVED BY: ZONAL - SUBMITTED BY:
L. REDMAN 06/11 /2025 R. PARGAS
O6 IN CRUSHED SURFACING BASE COURSE
10 10 IN CEMENT CONC PAVEMENT
14 PLANING BITUMINOUS PAVEMENT AND HMA CL
1/2 IN PG 58H-22 OVERLAY
16 8 IN HMA CL 1/2 IN PG 58H-22
19 10 IN CRUSHED SURFACING BASE COURSE
20 12 IN CRUSHED SURFACING BASE COURSE
4,5rRIDE
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
EX 0.5'
CURB
31 CEMENT CONC TRAFFIC CURB PER WSDOT STD
PLAN F-10.12
33 CEMENT CONC TRAFFIC CURB AND GUTTER PER
CITY OF RENTON STD PLAN 101
SCALE:
NTS
Q J
FILENAME:
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S1-BT120-CRY101-106
z w
SOUNDTRANSIT
CONTRACT No.:
RTA/CN 0205-24
DATE:
DATE:
12/10/2024
12/10/2024
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
TYPICAL SECTIONS
RAINIER AVE S AND HARDIE AVE SW
R-433244
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING No.:
BT120-CRY102
FACILITY ID:
BT120
SHEET No.: REV:
044 1
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