HomeMy WebLinkAboutSWP2703426.32SECT.18 T.23N. R.5E. W.M.
cY)
O
O_
rr
3
0
n
I
0
0
Q
v
Lv
Y
0
0
0
0
Y
Q
i
Ln
0
0
0
i
S STA 101 +50.00
END CEMENT CONC.
TRAFFIC CURB AND GUTTER
BEGIN DEPRESSED CURB AND GUTTER \
S STA 100+77.18 S STA 101 +43.18, 14.72' LT \
BEGIN CEMENT CONC. BEGIN HMA PAVEMENT
TRAFFIC CURB AND GUTTER\ �\
S STA 101 +19.96
S STA 100+69.05 BEGIN CEMENT CONC. �
END CEMENT CONC. \ TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
S STA 101 +12.06 -
SHATTUCK 2 \\ END CEMENT CONC. \ \
IN STA 17+74.58, 17' LT \TRAFFIC CURB AND GUTTER
0 (COMMERCIAL DRIVE) 11 S
STA 1-00+44.20, 10' LT \ \
EGIN CEMENT CONC.\ X\� 28.6 \ \
TRAFFIC CURB AND GUTTER\ 19 15 19 --
0
o
�13'
wlit-
w - - - - 48%
�i II S LINE ®J
0
0 18+00
i�
Qo ,
H- -- - -
w 1 SHATTUCK STA 18+87.86
Z \
J
I es-STA 100+47.19, 10' RT /\ \
U 24 BEGIN CEMENT CONC.
F- TRAFFIC CURB AND GUTTER
HOUSER WAY S. R/W
BEGINNING OF
DEPRESSED CUR\
AND HEIGHT -DEPRESSED CURB & GUTTER
TRANSITION 5' AS SHOWN IN DETAILS IN
6)$ CURB - w__ DWG RD02
FACE
OF CURB
r CURB TRANSITION DETAIL
n
ry
w
35
O
L
+
30
r�
Q
(!)
w 25
Z_
U
Q
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
N TS
ROADWAY SECTION F
A-
0
0
S. 4TH PL. R/W
S STA 102,+63.11, 20' LT
END HMA PAVEMENT
i
\, S STA 102+63.61, 10' LT&RT 24
Z \ END CEMENT CONC.
\ \TRAFFIC CURB AND GUTTER
Aa
ai
\SHATTUCK STA 21+54.63
1
END PROJECT
-- ---�0�,- --- - - -Zz
__ - - - - -- - - -- -- -- -- - END CONSTRUCTION
- - - --
�0- - --- �� --- 102+00 10- - -\30-- ---- - 1-0299.a4 SHATTUCK AVE.
SHATTUCK AVE 22+ 33
10,
�
1
in
O
20+00 6' 21 + 0 0 22+00
a:
SHATTUCK AV /W
WALKWAY 3 \\ E. R
END DEPRESSED CURB
U3
AND GUTTER
S STA 102+10.00 13
BEGIN DEPRESSED CURB
AND GUTTER
\
S STA 102+40.00 C13END DEPRESSED CURB
\AND GUTTER
12 �\
SHATTUCK STA--20�143.07,
0'
RT_ 18
\ S
STA 101 +69.24,
10'
17
S STA 100+80.97
S STA �101+30.27
BEGIN CEMENT CONC. \ BEGIN CEMENT CONC.
ANGLE
POINTS
TRAFFIC CURB AND
GUTTER \ TRAFFIC 'fURB AND GUTTER
133
POINT
STREET
LOCATION
S STA 100+7.2.84
\_S STA 101\+21.36
---- END CEMEMT CONC.
Ol
S
LINE
STA 100+45.08,39.8' RT
END CEMENT CONC.
�
TRAFFIC CURB AND
GUTTER "%l TRAFFIC CURB AND GUTTER
O
S
LINE
STA 100+51.51,38.9' RT
O
S
LINE
STA 101 +55.20,33.5' RT
S STA 100+59.26,
12
®
S
LINE
STA 100+37.55,10.5, RT
35.20' RT
GENERAL NOTES:
PLAN
SCALE: 1. " = 20'
1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN.
SEE DWG RD03
FOR ADDITIONAL
GRADING
INFORMATION
SHATTUCK AVE.
ROADWAY
ROADWAY
SECTION H ROADWAY
ROADWAY SECTION
SECTION G T
S CTION G I
ROADWAY
EXCAVATION INCL. HAUL
= 336 CY
EXISTING BNSF
RR
60' VC
OVERCROSSING
�, ��
'_ _
Ln VPI S
=
STA 101 +65
In
+ o VPI
ELEV = 26.75
+
m
1
N
Li
'U
�I z_
Q >
Q
> VPI S STA 102+69.11
Q o
c~n J
c i_j
ELEV 28.37
� cE Ln
w
w
z I w 00
� U
Cn
�'J
U
a- >
>
-1.08%
>
>'
1.75%
T
SHATTUCK
STA 18+54.68 \
- S STA 100+00 -- EXISTING GROUND
VPI S STA 100+45.7
-SHATTUCK STA. 19+00, 8.10 LT.
EL. 28.04
100+00
l'W. MEY
APPROVED FOR CONSTRUCTION
a0
CITY OF RENTON
40Ig
--fle"
DATE
101+00
PROFILE
SCALE: H: 1" = 20'
V: 1 = 5
NO. I REVISION
PROFILE GRADE
AND PIVOT POINT
VPI S STA 102+63.61
SHATTUCK STA. 21 +18.40, 10' LT
ELEV 28.48
102+00
G9_I _ 1
SECTION J
- TO SHATTUCK
STA 22+33
SEE DWG RD03 _
FOR ADDITIONAL
GRADING
INFORMATION
S. 4TH PL.
2` 0 %
MATCH EXISTING
S STA 102+69.61
ELEV 28.20 \
S. 4TH PL. STA 39+89.66 \
= S STA 102+99.34
= SHATTUCK STA 21 +52, 10' LT
103+00
SURVEYED:
VERTICL:1988
DESIGNED: SCALE: 1 „_20, HORIZONTAL: NAD D1983/1991
Y. DARMAWAN
DRAWN:
Y.DARMAWAN DATUM
CHECKED: ONE INCH
A.LASZLO AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
BY DATE APPR R.MEYER
LEGEND
CEMENT CONC. SIDEWALK
PER CITY OF RENTON STD PLANS F005
CONSTRUCTION NOTES:
\INSTALLATION OF MONUMENT CASE AND COVER (BY OTHERS).
COORDINATE INSTALLATION WITH CITY OF RENTON.
O2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
SEE DETAIL DWG RD01.
\ SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RD01.
CONSTRUCT FLOWLINE OF CURB AT CONSTANT
\ SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 TO
STA 18+89.84, ELEV. 27.53.
11 SEE DWG RD02 FOR CEMENT CONC. CURB AND
GUTTER DETAILS.
12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019.
SEE DWG RD02 FOR DEPRESSED CURB DETAILS
13 AND CURB TRANSITION DETAIL THIS SHEET.
14 SIDEWALK RAMP TYPE 2.
SEE RENTON STD. PLAN F011.
3 15 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL
O AND PLACEMENT LOCATIONS.
16 CONTRACTOR TO CONTACT BNSF WHEN WORKING
30 WITHIN BNSF R.O.W.
17 CEMENT CONC. DRIVEWAY ENTRANCE TYPE B.
SEE DETAIL DWG RD01 FOR DETAILS.
2 5 ADJUST EXISTING MONUMENT CASE AND COVER.
19 SEE DWG ST02 FOR HEIGHT DETECTION WARNING
SYSTEM DETAIL AND PLACEMENT LOCATIONS.
24 SEE DWG RD03 FOP,, INTERSECTION DETAILS.
20 0 20 40
D=342617
SCALE IN FEET
RAINIER AVE S (SR 167)DATE:
IMPROVEMENTS PROJECT FIELDBOOK:
R CITY OF PHASE 1 PAGE:
RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NOi
Public works Dept. ROADWAY PLAN AND PROFILE RP03
STA 17+50 TO STA 22+33 SHEET OF:
FED AID NO.: ARRA-0167(044)
17
�48
16-
2
74472,6
77
a�
(�
�y
boo
�
Iy
N
w
�• c
�z
C