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VARIES
R/W
8.0' I 16.0'
PLANTER _�_ I MULTI -PURPOSE PATH
1.5%
10.0'
PLANTER
EX 0.5'
CURB
1.5% o
1.5/0
.......................
8 ) \ (13) (12) I ( 8
VARIES BUS
LAYOVER BAY
VARIES
0.5'
CURB
GEOGRID (TYP) J
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
BUS LAYOVER BAY TYPICAL SECTION
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 BT1 20-CAP1 01 -CAP1 07 AND
BT1 20-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.
7. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF
EXISTING MATERIAL IN ACCORDANCE WITH LOCAL AND
STATE REQUIREMENTS. SCARIFY AND RECOMPACT THE
NEWLY EXPOSED MATERIAL AN ADDITIONAL DEPTH OF 1
FOOT THEN PERFORM REMAINING EARTHWORK
OPERATIONS TO CONSTRUCT THE SUBGRADE.
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
LEGEND*:
50.0' R/W
EX 11.0'
THRU LANE
MATCH EX
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
,
22025708 9
°���s o STEg
CHECKED BY:
D. POSTEN
CL
10, EX 0' L 14.8'
THRU LANE I TURNI LANE
MATCH EX
m=w
EX0'-6.2'
TURN LANE
EX 1.0'
CURB
EX 12.0'
THRU LANE
EX
ROADWAY
SURFACE
MATCH EXISTING DEPTHS ON
ALL SAWCUTS (TYP)
GRADY STA 155+86.56 TO STA 156+30.22
GRADY STA 156+60.18 TO STA 157+89.26
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
GRADY STA 156+30.22 TO STA 156+60.18
GRADY STA 157+89.26 TO STA 158+33.94
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
S G CTION
GRADY STA 155+86.56 - STA 158+33. 44
HARDSCAPE TYPICAL SECTION
CONSTRUCTION NOTES:
30 CEMENT CONC SIDEWALK PER CITY OF RENTON
STD PLAN 102
O4 IN CRUSHED SURFACING TOP COURSE
80 SEE SHEETS BT120-LPP101-LPP106 AND
BT120-LPP201-LPP205 FOR LANDSCAPE
PLANTING PLAN
O6 IN CRUSHED SURFACING BASE COURSE
12 5 IN HMA CL 1/2 IN PG 58H-22
APPROVED BY: ZONAL - SUBMITTED BY:
L. REDMAN 06/11 /2025 R. PARGAS
50.0' R/W
EX 11.0'
THRU LANE
R/W
EX 4.0'
PLANTER
EX0'- 12.0'
TURN LANE
EX 0.5'
CURB
i
VARIES CAR
oAM/IKIf' I r1T
CAR PARKING LOT TYPICAL SECTION
13 8 IN CRUSHED SURFACING BASE COURSE
18 4 IN HMA CL 1/2 IN PG 58H-22
24 12.5 IN CEMENT CONC PAVEMENT
33 CEMENT CONC TRAFFIC CURB AND GUTTER PER
CITY OF RENTON STD PLAN 101
34 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109
FOR HARDSCAPE PLAN AND DETAILS
35 11 IN HMA CL 1/2 IN PG 58H-22
4,VrJ?IDE
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
SCALE:
NTS
Q J
FILENAME:
Q
U
co U)
w J
S1-BT120-CRY101-106
z w
SOUNDTRANSIT
CONTRACT No.:
RTA/CN 0205-24
DATE:
DATE:
12/10/2024
12/10/2024
EX 5.0'
OlrIC%AlA l IZ
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
TYPICAL SECTIONS
GRADY WAY AND PARKING LOTS
R-433247
DEVELOPMENT ENGINEERING
ff IL
msippo 11 /25/2025
DRAWING No.:
BT120-CRY105
FACILITY ID:
BT120
SHEET No.: REV:
047 1
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