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SEE ARCHITECTURAL SHEET
BT120-ASP201 FOR
PROPOSED WORK HERE
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
EX SURFACE
GENERAL NOTES:
38.0' - 42.8'
R/W
8.0' 8.0'
SIDEWALK PLANTER
0.5'
CURB
5) l31 l81 33 1 ly
VARIES
RAINIER AND LAKE DRIVEWAY
CL
I
15.0' - 18.0'
THRU LANE
U 2 I Q
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
VARIES
EG
0
SEE NOTE 7 GEOGRID (TYP)
12 13
CONSTRUCTION GEOTEXTILE
LAKE STA 401+63.00 TO STA 402+15.00 FOR SEPARATION (TYP)
R/W
I
4"*
L YPICAL SECTION
1 AKE STA 400+27.05 STA 402+78.45
38.1' - 78.8' CL
R/W _
3.0'
8.0' HARDSCAPE
SIDEWALK
1.5%
13) (12
u
21.0' - 30.5'
THRU LANE
0.0' - 17.2'
THRU LANE
EX 0' - 14.8'
TURN LANE
EX 0.5'
CURB
EX SURFACE
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0.5'
CURB EX SURFACE
LAKE STA 402+20.57 TO STA 402+30.19
0.5' 1
LAKE STA 402+38.39 TO STA 402+41.30
CURB 1 8.0' SIDEWALK
I
1 MATCH EX
I -am-
1 3
LAKE STA 402+30.19 TO STA 402+38.39
16.7' - 22.6'
THRU LANE
0.5' 0.5'
CURB CURB
2.0% 1
2.0% 2.0%
... �-.......... .......... .................. 7= ...................
1 GEOGRID (TYP)
5 34 3 9 33 2 19
I
CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP)
i
4H'.�v
�9) \ 3
CL
VARIES 15.0' - 28.2 '
TRANSIT CENTER THRU LANE
MATCH TRANSIT CENTERI
VARIES 2.0%
24 �9
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
14.5'
THRU LANE
2.0%
24
14.8' - 18.4'
THRU LANE
11
EX VARIES
SIDEWALK
0.5'
CURB
0.5'
CURB
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP)
LAKE STA 404+06.93 TO STA 404+31.66
LAKE AVE S TYPICAL SECTION
VARIES PLANTER
0.5'
CURB
LAKE STA 402+78.45 - STA 404+31.66
12.0'
THRU LANE
CL
12.0'
THRU LANE
1.5%
�- 2.0% 2.0%
I EG
8 33 j 12 13
I
VARIES 0.5' VARIES 0' - 6.3' 1 0.5' SEE NOTE 7
BUS LAYOVER BAY CURB SIDEWALK PLANTER CURB GEOGRID (TYP)
VARIES CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
GEOGRID (TYP)
I
I
0 1
1 33
EG
CONSTRUCTION I SEE NOTE 7
GEOTEXTILE FOR 24 9 11 3 5 8 33 1 GEOGRID (TYP)
SEPARATION (TYP) CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
RAILAKDW STA 716+00.00 TO STA 717+02.65
I
I
VARIES BUS LAYOVER BAY
I VARIES
0.5'
CURB
VARIES PLANTER
1.5% - 2.5%
VARIES TURNAROUND
1.3%
0
12 13
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
RAILAKDW STA 718+27.00 TO STA 719+02.19
LAKE STA 404+91.15 TO STA 405+04.12 -'
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE SHEETS BT120-RPP101-RPP107 AND LAKE AVE S TYPICAL SECTION o 24 9 GEOGRID (TYP)
EG
BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. LAKE STA 404+31.66 - STA 405+04.12
SEE NOTE 7 RAINIER AND LAKE DRIVEWAYS
RAILAKDW STA 717+02.65 TO STA 717+28.45 CONSTRUCTION GEOTEXTILE
3. SEE SHEETS BT1 20-CAP1 01 -CAP1 07 AND TYPICAL SECTION
FOR SEPARATION (TYP)
BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. LEGEND*: RAILAKDW STA 716+00.00 -STA 722+12.25
4. SEE SHEETS BT120-CSP101-CSP107 AND CRUSHED SURFACING TOP COURSE CONSTRUCTION NOTES:
BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS.
PLANTER STRIP 20 10 IN HMA CL 1/2 IN PG 58H-22 11 DOWELED CURB PER KCM STD 33 CEMENT CONC TRAFFIC CURB AND GUTTER PER
5. SEE SHEETS BT120-CPP101-CPP106 AND PLAN D109 CITY OF RENTON STD PLAN 101
BT120-CPP201-CPP205 FOR PAVING PLANS. CRUSHED SURFACING BASE COURSE 30 CEMENT CONC SIDEWALK PER CITY OF RENTON
STD PLAN 102 12 5 IN HMA CL 1/2 IN PG 58H-22 34 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109
6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR HARDSCAPE FOR HARDSCAPE PLAN AND DETAILS
GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND O 4 IN CRUSHED SURFACING TOP COURSE 13 8 IN CRUSHED SURFACING BASE COURSE
GENERAL SYMBOLS AND LEGEND. SEE SHEETS GZN006 - GZN007 FOR
* GENERAL SYMBOLS AND LEGEND 80 SEE SHEETS BT120-LPP101-LPP106 AND 14 PLANING BITUMINOUS PAVEMENT AND HMA CL
7. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF BT120-LPP201-LPP205 FOR LANDSCAPE 1/2 IN PG 58H-22 OVERLAY
EXISTING MATERIAL IN ACCORDANCE WITH LOCAL AND - - GEOGRID PLANTING PLAN R-433248
STATE REQUIREMENTS. SCARIFY AND RECOMPACT THE 19 10 IN CRUSHED SURFACING BASE COURSE
NEWLY EXPOSED MATERIAL AN ADDITIONAL DEPTH OF 1 CONSTRUCTION GEOTEXTILE O 6 IN CRUSHED SURFACING BASE COURSE DEVELOPMENT ENGINEERING '
FOOT THEN PERFORM REMAINING EARTHWORK FOR SEPARATION 24 12.5 IN CEMENT CONC PAVEMENT
OPERATIONS TO CONSTRUCT THE SUBGRADE. msippo 11/25/2025
DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.:
L. REDMAN ��T H R�'Ij w NTS
DRAWN BY: w wasf�r� Q < FILENAME: SOUTH RENTON TRANSIT CENTER
BT120-CRY106
c
Y. SHEN �� z w S1-BT120-CRY101-106 BT105 FACILITY ID:
CHECKED BY:®tea, w� BRT General Engineering Consultant rJ?IDE z " SOUNDTRANSIT CONTRACT No.: CIVIL BT120
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1 06/13/2025 LBR DP LBR ADDENDUM #1 D. POSTEN ��GrsTE¢�o � RTA/CN 0205-24 SHEET No.: REV:
0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ��sIONAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TYPICAL SECTIONS
LAKE AVE S AND RAINIER AND LAKE DRIVEWAY 048 1
No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 19/10/2024 12/10/2024
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