HomeMy WebLinkAboutR-4332604Xrefs:
M
xBRT-CUD05-TB
xS1-BTSL1-VRX1
xS 1-BT120-CAP7
Q
xS1-BT120-GZK7
xS1-BT120-CGP
xS1-BT120-CMP
xS1-BT120-CPN7
Q
xS1-BT120-CPP7
xS1-BT120-ELP7
xS1-BT120-TNP7
xS1-BT120-TSP7
xS1-BT140-CZN001
xS1-BT120-CRP701
dS1-BT120-CGS001
xS1-BT120-VSF700
GB-SEAL-MR46378
dS1-BT120-CGS700
SB SR-167
SR167 LINE SR167 LINE 1004+00
NB SR-167 SR167 LINE 1003+68.93, 32.35' R 11
BEGIN
MATCH EXISTING
1 2 3
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S R 167 LINE 1005+70.07, 52.30' RT 11 /
AP - -27-
E/P 27.28'-
�~ � / �O
SR167 LINE 1005+72.57, 52.30' RT 27 y/ /
END ANCHOR
f If
END 2:1 SLOPE BEHIND GUARDRAIL p
BEGIN 4:1 SLOPE SR167 LINE 1007+13.28, 32.56' R�11
FG 27.26' END
MATCH EXISTING
dL
/ - R167 LIN
- I _
SR167 LINE 1006+34.40, 56.32' RT
PC, FL SR167 LINE 1007+13.28, 33.98' R 11 O
E/P 27.29' MATCH EXISTING +
-77� 00
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SR167AL_Ng LINE 2+00 N g 10:1 MAX o 0 0-SR167DL LINE 84+05 �° a
SLOPE �" <� - / I - o o W SR167AL_NB LINE 11 `� o I o o / Z_ O
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LI?/'AQ, o o SLOPE 27 15 N 22 / N
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t NF - ��- Q0n 17 O - �, - �Ci-1 - rs-,-�- WSDO1Ts-i�/--r.�,-� w 0
8 -E c 4:1 SLOPE Off' `� i
4 2:1 MAX - �� SR167 LINE 1006+77.71, 44.29 R 11 _�s�`" Lii 0
SR167 LINE 1003+68.93, 35.02 R SR/ 2:1 SL E 1 / c,� 14 PC '=' s i _- _ W
\ 6 SLOPE _ - ,MATCH EXISTING =� Z
MATCH EXISTING 10 ��� 6 23 26 / 16 C r - �' �.LLJ
_ F �-
2 24 S 20
�SR167 LINE 1004+40.72, 63.85' R
Y PC, E/P
MATCH EXISTING
SR167 LINE 1004+57.73, 56.72' RT 25
• BEGIN GUARDRAIL TYPE 31
-NON-FLARED TERMINAL
FG 27.02'
SR167 LINE 1004+61.49, 56.30' RT 11
AP
E/P 27.07'
SR167 LINE 1004+87.72, 53.28' RT 24 C25
[END GUARDRAIL TYPE 31
NON -FLARED TERMINAL
BEGIN GUARDRAIL
FG 27.38'
SR167 LINE 1004+97.27, 52.30' RT 11
AP
E/P 27.42'
I
07
0
R167 LINE 1006+00
I
12
13 o,, I Q
SR167 LINE 1005+60.07, 52.30' RT 18 ,�O / 21 //
7 24 END GUARDRAIL 19 ��0 / -�° / /•
28 O
BEGIN ANCHOR / 0 05 �
FG 27.38' 0'
R167 LINE 1005+74.17, 56.31' RTC / ( SR167 LINE 1006+36.72, 63.60'
S�A
oz /` PT /�
E P 27.17' � 1 r J / ��O / 1 w END 4:1 SLOPE
I ' � � MATCH EXISTING -'
SR167 LINE 1004+42.56, 56.30' RT11 i/ = I / MA�
�1�0 co / / I I ./
PT ' N , _ I v FLOODPLAIN EXCAVATION AREA
E/P 27.27' / `� ^ ti \ /' CONTRACTOR SHALL PROVIDE 15 CY OF
4 � o f COMPENSATORY FLOOD PLAIN STORAGE
I co EXCAVATION AS IDENTIFIED BY THE SPOT
ELEVATIONS SHOWN FOR THIS AREA
NOTES: CONSTRUCTION NOTES:
1 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL
ROADWAY SECTIONS 11 INSTALL HMA ROADWAY PAVEMENT PER TYPICAL
SECTIONS SHEETS x
2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE
PREPARATION PLANS 24 INSTALL BEAM GUARDRAIL TYPE 31 PER WSDOT STD
O
PLAN C-20.10-09. SEE NOTE 5 ON THIS SHEET.
0
3
SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT
o
MARKING PLAN
25 INSTALL BEAM GUARDRAIL TYPE 31 NON -FLARED
N
TERMINAL (POSTED SPEED 45MPH AND BELOW),
CD
4
SEE SHEETS BT120-RPP701 FOR RIGHT-OF-WAY PLAN
MAX -TENSION (TL-2), PER WSDOT STD PLAN C-22.45-07.
a
SEE NOTE 5 ON THIS SHEET
0
5
POTHOLE PRIOR TO THE INSTALLATION OF GUARDRAIL TO
`"
IDENTIFY LOCATION OF UNDERGROUND ELECTRICAL AND
27 INSTALL BEAM GUARDRAIL TYPE 31 ANCHOR TYPE 11
m
ENSURE THERE ARE NO CONFLICTS BETWEEN THE
PER WSDOT STD PLAN C-23.70-01
PROPOSED GUARDRAIL POSTS AND THE EXISTING
m
UNDERGROUND ELECTRICAL
LEGEND:
co
6
ALL THE SLOPE RATIOS SHOWN ARE HORIZONTAL TO
C CUT LINE
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VERTICAL
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N 1 06/13/2025 MR DP MR ADDENDUM#1
o a 0 12/10/2024 MR JK MR ISSUED FORBID
o U No. DATE DSN CHK APP REVISION
F FILL LINE
GUARDRAIL
- - - - - - - GRADING LINE
HMA PER TYPICAL SECTIONS
BT120-CRY701
DESIGNED BY:
M. ROUGH
DRAWN BY:
M. ROUGH
CHECKED BY:
J. KEYES
APPROVED BY:
M. ROUGH
SUBMITTED BY:
6/12/2025 R. PARGAS
FINISHED GROUND POINT TABLE
POINT NO.
SR 167 LINE STA./OFFSET
ELEVATION
DESCRIPTION
1
1004+25.85, 44.30 R
27.38'
FG
2
1004+42.62, 44.30 R
27.39'
FG
3
1004+57.96, 44.30 R
27.29'
FG
4
1004+58.01, 59.21 R
26.78'
FG
5
1004+70.26, 63.08 R
26.40'
MATCH EXISTING/FL
6
1004+58.42, 62.68 R
26.59'
FL
7
1006+68.00, 44.31 R
27.49'
FG
8
1004+92.47, 55.35 R
27.15'
FG
9
1004+87.99, 57.36 R
27.05'
AP
10
1004+29.79, 56.37 R
27.32'
FG
11
1004+25.81, 56.39 R
27.31'
FG
12
1006+34.04, 44.30 R
27.42'
FG
13
1006+47.21, 48.30 R
27.38'
FL
14
1006+68.00, 46.30 R
27.48'
FL
15
1006+14.40, 56.30 R
27.05'
GRADE BREAK
16
1006+46.63, 44.30 R
27.46'
FG
FINISHED GROUND POINT TABLE
POINT NO.
SR 167 LINE STA./OFFSET
ELEVATION
DESCRIPTION
17
1005+66.87, 68.08 R
25.23'
MATCH EXISTING
18
1005+69.97, 87.51 R
25.45'
MATCH EXISTING
19
1005+81.45, 92.36 R
26.29'
MATCH EXISTING
20
1005+99.95, 86.91 R
26.99'
MATCH EXISTING
21
1006+23.83, 63.14 R
26.59'
MATCH EXISTING
22
1006+21.72, 60.58 R
26.54'
MATCH EXISTING
23
1005+70.83, 65.41 R
25.62'
MATCH EXISTING
24
1005+67.99, 80.53 R
25.00'
MATCH EXISTING
25
1005+80.70, 78.54 R
25.10'
FG
26
1005+96.53, 73.02 R
25.20'
FG
27
1006+10.33, 67.72 R
25.30'
FG
28
1006+23.01, 62.14 R
26.57'
MATCH EXISTING
SCALE:
Q LU 1 "=20'
Q FILENAME:
4S w U
co
w J S1-BT120-CPP702-703
BRT General Engineering Consultant z SOUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: REVIEWED BY: DATE: DATE:
12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024
N
20 10 0 20 40
SCALE IN FEET
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
R-4332604
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-CPP702
BT120 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
PAVING PLAN
SR 167 STA. 1002+50.00 TO STA. 1008+00.00 665 1