HomeMy WebLinkAboutR-4332045N
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xBRT-CUD05-T
xS1-BT120-CRY
0
W
I-
R/W
R/W
37.5' - 41.6'
R/W
VARIES
14.0' 6.7' - 11.4'
MULTI -PURPOSE PATH PLANTER
23
0.5'
CURB
2.0%_
Oil =W4F=T[TPTM
y
22 ::-----
18 9 8
EX
PARKING
LOT LIMIT OF SUBGRADE PREPARATION
SEE NOTE 7
40.7' - 41.4'
R/W
VARIES
15.0'
BUS LANE
J GEOGRID (TYP) J
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
CL NTC
CLNTC
15.0'
BUS LANE
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
EG-7
30.0' - 35.0'
BUS PLATFORM
1.0%
U
N TC STA 514+02.00 - STA 517+69.63
0.3% - 0.5%
SEE NOTE 7
0.3% - 0.5%
N TC STA 510+74.64 - STA 512+46.75
N TC STA 512+87.62 - STA 513+71.33
SUPERELEVATION SLOPE VARIES N TC STA 513+71.33 - STA 514+02.00
TRANSIT CENTER - PLATFORM TYPICAL SECTION
N TC STA 510+74.64 - STA 512+46.75
N TC STA 512+87.62 - STA 517+69.63
CL STC
15.0'
BUS LANE
0.5'
CURB
2.0%
( 7 ) (28) (24) (9) GEOGRID (TYP) J
14.0' 6.9' - 8.0' 15.0' 1 15.0' 36.0' 15.0'
MULTI -PURPOSE PATH PLANTER BUS LANE BUS LANE CONCRETE PAVEMENT BUS LANE
0.5'
CURB
23 1 -
0
r-01 0.1%-1.5% 0.1%-1.5°
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
LIMIT OF SUBGRADE PREPARATION
SEE NOTE 7
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
OR SEPARATION (TYP)
CL STC
EG J
SEE NOTE 7
GEOGRID (TYP)
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
15.0'
BUS LANE
0.5'
CURB
• 1, ,1 1 2.0% 2.1%
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VARIES VARIES CAR 't
SIDEWALK PARKING LOT V
0.5'
CURB
1.5% 2.0%
.I, r
(11) ( 5 ) (3
VARIES BUS 0' - 128.0'
LAYOVER BAY r)l n niT=o
0.5'
CURB
1.5%
17) (12) (13
VARIES BUS
LAYOVER BAY
JU 3 J2 UU
CONSTRUCTION GEOTEXTILE
FOR SEPARATION (TYP)
GEOGRID (TYP)
N TC STA 513+90.14 - STA 517+69.63
VARIES
SIDEWALK
VARIES CAR
PARKING LO_
0.5'
CURB
1.5% 2.0%
9 11 9 24 24 9 1 11 5 3
EX 18 8 EG 1
PARKING GEOGRID (TYP) SEE NOTE 7 LIMIT OF SUBGRADE PREPARATION 1
LOT LIMIT OF SUBGRADE PREPARATION CONSTRUCTION GEOTEXTILE TRANSIT CENTER - NO PLATFORM - TYPICAL SECTION SEE NOTE 7 0.5' VARIES
SEE NOTE 7 FOR SEPARATION (TYP) CURB PLANTER
GENERAL NOTES: NTC STA 512+46.75 -STA 512+87.62
N TC STA 517+69.63 -STA 518+04.66 1.5%
� 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE SHEETS BT120-RPP101-RPP107 AND
o BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 11 8
GEOGRID (TYP)
CD
3. SEE SHEETS BT120-CAP101-CAP107 AND CONSTRUCTION GEOTEXTILE N TC STA 517+69.66 - STA 518+04.66
FOR SEPARATION (TYP)
v BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. LEGEND*:
N
4. SEE SHEETS BT120-CSP101-CSP107 AND am CRUSHED SURFACING TOP COURSE CONSTRUCTION NOTES:
m BT1 20-CSP201 -CSP205 FOR SITE PREPARATION PLANS.
17) (12) (13
in
'0
PLANTER STRIP
3
CEMENT CONC SIDEWALK PER CITY OF RENTON
9
6 IN CRUSHED SURFACING BASE COURSE
21
BUS PLATFORM PER STRUCTURAL DETAILS
5. SEE SHEETS BT120-CPP101-CPP106 ANDc\l
STD PLAN 102. SEE SHEETS
co
BT120-CPP201-CPP205 FOR PAVING PLANS.
CRUSHED SURFACING BASE COURSE
BT120-LHP201-LHP205 FOR HARDSCAPE PLAN
11
DOWELED CURB PER KCM STD
22
RETAINING WALL PER STRUCTURAL DETAILS
NT
0 CD
6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR
HARDSCAPE
5
O
4 IN CRUSHED SURFACING TOP COURSE
PLAN D109
23
O
FENCE PER DETAIL ON SHEETS
z
GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND
12
5 IN HMA CL 1/2 IN PG 58H_ 22
BT120-CRD122-CRD125
Q
w
GENERAL SYMBOLS AND LEGEND.
*
SEE SHEETS GZN006 - GZN007 FOR
GENERAL SYMBOLS AND LEGEND
7O
9 IN CEMENT DOWELED CURB PER DETAIL ON
SHEET BT120-CRD122
13
8 IN CRUSHED SURFACING BASE COURSE
24
12.5 IN CEMENT CONC PAVEMENT
0-1
7. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF
X
EXISTING MATERIAL IN ACCORDANCE WITH LOCAL AND
- -
GEOGRID
8O
SEE SHEETS BT120-LPP101-LPP106 AND
17
CEMENT CONC TRAFFIC CURB PER CITY OF
28
RUB RAIL PER DETAIL ON SHEET BT120-CRD122
STATE REQUIREMENTS. SCARIFY AND RECOMPACT THE
BT120-LPP201-LPP205 FOR LANDSCAPE
RENTON STD PLAN 101
(D�
Q
NEWLY EXPOSED MATERIAL AN ADDITIONAL DEPTH OF 1
CONSTRUCTION GEOTEXTILE
PLANTING PLAN
32
CEMENT ROLLED CURB PER DETAIL ON SHEET
FOOT THEN PERFORM REMAINING EARTHWORK
FOR SEPARATION
18
4 IN HMA CL 1/2 IN PG 58H-22
BT120-CRD121
o m
OPERATIONS TO CONSTRUCT THE SUBGRADE.
w
_J o DESIGNED BY: -VA SCALE: STRIDE BUS RAPID TRANSIT
2 U L. REDMAN �x w R�'Ij Q J NTS
a DRAWN BY: °� �Iy Q FILENAME: SOUTH RENTON TRANSIT CENTER
y C"
N z Y. SHEN �� z z j S1-BT120-CRY101-106 BT105
CHECKED BY: �)�, BRT General Engineering Consultant LL CONTRACT No.:
o 4) 22025708 9 ww SOUNDTRANSIT CIVIL
LO O D. POSTEN �� �GIsTV, �� RTA/CN 0205-24
co � LNo
12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: SSIONAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TYPICAL SECTIONS
a S RENTON TRANSIT CENTER
o U DATE DSN CHK JAPP REVISION L. REDMAN 01/23/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024
R-433245
DEVELOPMENT ENGINEERING
IL
msippo 11 /25/2025
DRAWING No.:
BT120-CRY103
FACILITY ID:
BT120
SHEET No.: REV:
045 0
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