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EX. ASPH
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13.1
30'
STORM DRAIN ❑I
16.4' AND VARIES TO 20'
28'
19' I
Ia
VARIES
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I I
I I'
- -- - - -J
3'
SHATTUCK AVE.
30'
17'
+/— 20'
3 LANE AND PARKING
8' +/— 8
6'
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2 I
VARIES
1 12,:
I- 1 13
14 EXISTING CROWN EXISTING GROUND
6" 2
\ 6,. 3
\-48" STORM DRAIN TRENCH,
SEE DWG SD08 FOR DETAILS
ROADWAY SECTION A- SHATTUCK AVE.
EXIST. PARKING AREA
L6
VARIES
STA 10 +23 TO STA 11+12
SHATTUCK AVE.
30'
STORM DRAIN
16.4'
4 15'
-y� 12
ES, VARIES
SB LANE
30'
17'
+/- 20'
NB LANE AND PARKING
8
6'
V
i
(
-- - - - - - - - - -
I
1
ji 2 1 \_13\_ EXISTING GROUND
14 EXISTING CROWN
I I 6 „O
I I
I 6„
O 3
I I
L--- - - - - -- - -J 12
} 48" STORM DRAIN TRENCH,
o SEE DWG SD08 FOR DETAILS
ROADWAY SECTION B- SHATTUCK AVE.
0
STA 11+12 TO STA 11+97
ME-
��a w APPROVED FOR CONSTRUCTION
N DMJM HARRIS AECOM
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10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004 g 15002999e
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 A °ABS krsae��GtiO CITY OF RENTON DATE
� `970NAL
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REVISION
30'
STORM DRAIN
8.75' 16.4' AND VARIES TO 14.71'
15'
12'
I EXIST. PARKING AREA SB LANE 3
I I
I
13 6 El 2
VARIES RTES VARIES
SHATTUCK AVE.
SHATTUCK AVE.
30'
IiJ
+/- 20'
NB LANE AND PARKING
8
6'
1 2„ -1 2„ 1
I_I Ii
3
4,. j1 r - 14 EXISTING CROWN
'
I I 6" 2
I I
I I 6.,
I I 3
I
I I
'-- - - - - -J 12
48" STORM DRAIN TRENCH,
SEE DWG SD08 FOR DETAILS
ROADWAY
1.
SECTION
SURFACING LEGEND:
OHMA
C-
SHATTUCK
OHMA
CL. 1/2 IN. PG 64 -22 BASE COURSE
AVE
SHOWN
OCRUSHED
SURFACING TOP COURSE
STA
11 +97 TO
STA
14 +02.84
17'
PAVEMENT TO /
BE PLANED M/
MATCH EXISTING PAVEMENT ELEVATION
D=
OR AS NOTED ON TYPICAL SECTIONS
3
EDGE CONDITION DETAIL
N TS
NTS IZONT l ruw 8 ,
HOfl20NTPL MPD 1983,
DATUM
�__ONEINCN
AT Flll LL I
If NOT ONE E IN MG H
SCLLE ACCORDINGLY
C�
EXISTING
CURB
I
J
.. _...........- DESIGNED:
Y. JIANG
DRAWN:
Y.JIANG
CHECKED:
R.MEYER
APPRO ED
BY DATE APPR R. MEYER
42601
dy CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA- 0167(044)
0_
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I
I
I
3I EXISTING GROUND
NOTES:
❑
1 MATCH EXISTING PAVEMENT GRADE
❑FULL DEPTH SAWCUT
OVERLAY EXISTING PAVEMENT SURFACE
SEE DETAIL DWG' RD02 FOR PATCHING DETAILS
El FULL DEPTH SAWCUT
MATCH EXISTING PAVEMENT SURFACE ELEVATION.
SEAL W/ CSS -1 ASPHALT
16.2' AND TAPERS FROM STA. 12 +74,
16.2' LT. TO STA. 14 +38.35, 14.85' LT.
STA. 11 +98 TO STA. 14 +02.85
El
❑6 SWALE GRADE LINE
SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION
❑SEE DRAINAGE PLAN FOR LOCATION
OF STORM DRAIN
❑
8 SEE EDGE CONDITION DETAIL ON THIS DRAWING
GENERAL NOTES:
1.
ALL DEPTHS SHOWN ARE COMPACTED DEPTHS
SURFACING LEGEND:
OHMA
CL. 1/2 IN. PG 64 -22 SURFACE COURSE
OHMA
CL. 1/2 IN. PG 64 -22 BASE COURSE
MATCH EXISTING DEPTH IF LESS THAN DEPTH
SHOWN
OCRUSHED
SURFACING TOP COURSE
12
CONSTRUCTION GEOTEXTILE FOR SEPARATION
13
PLANING BITUMINOUS PAVEMENT
14
FIBER OPTIC CONDUIT
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
PHASE 1
RELOROOK:
PAGE:
SHATTUCK AVE S STORMWATER BYPASS
DRAW NG N0:
TYPICAL SECTIONS
RS01
1 OF 5
SHEET: 7 OF` 48