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�I
\�
SHATTUCK AVE.
30'
XI
v
17.6'
a
5.5'
EWALK
0.5'
VAR- IES� ? %'
9 10"
3 4
F5
30'
I�
SHATTUCK AVE.
30'
17'
17.6'
x
w
5.5' 17'
17.6'
12'
+/- 20'
12'
Ix
w
SB LANE
3, NB LANE AND PARKING
f
'
a
6'
2%
7 4
6'
2 19
-
VARIES
-
-
VARIES
- -----
- - - - -J
-_,
2"
13
13
G.
1
EXISTING GROUND
6,.
EXISTING CROWN
2
1 O I 6 3
1 I
1 1
I 12
I I
48" SD TRENCH, SEE DWG SD08 FOR DETAILS
a1 6 STA 14+02.65 TO STA 14 +44.28
D- 10 5.5' 5 STA 14 +99.65 TO STA 15 +13.48
xi SIDEWALK
wI �2% 0.5' 1
4 4„
3 2
STA 14 +02.84 TO STA 14 +44.28
STA 14 +99.65 TO STA 15 +13.48
STA 14 +10.72 TO STA 15 +13.48
bi
3
L
/(D
STA 15 +13.48 TO 5
STA 15 +17.00
I
�I
SHATTUCK AVE.
I�
30 ( 30'
x
w
5.5' 17'
17.6'
EWALK
0.5'
12'
+/- 20'
NB LANE AND PARKING
SB LANE
3
'
6'
2%
7 4
g
❑
E VARIES
-
- --
VARIES
- -�
I_, 2»
EXISTING CROWN 13
L- 6„ 2
1 0 � 6" 3 GENERAL NOTES:
11
i 12 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH
I I
NOTES:
48'° SD TRENCH, SEE DWG SD08 ❑SEE CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL ON DWG
RD01 FOR FACE OF CURB ELEVATIONS
FULL DEPTH SAWCUT
OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS
OF PAVEMENT IF LESS THAN 8"
w 7' 5.5' S
SEE PAVEMENT PATCH DETAIL ON DWG RD02
6 1
VARIES [3 ]SLOPE TO GRADE NOT TO EXCEED 3:1
- - � 2% 5
I
FULL DEPTH SAWCUT
OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS
9 10" OF PAVEMENT IF LESS THAN 8"
3 4 SEE EDGE CONDITION DETAIL ON DWG RS01
STA 15 +36.42 TO STA 15 +58.42 6 FULL DEPTH SAWCUT
STA 16 +28.42 TO STA 16 +61.62 EMATCH EXISTING PAVEMENT GRADE
STA 16 +61.62 TO STA 16 +91.62
SEE DWG RP02 AND RP03 FOR FACE OF CURB ELEVATIONS
0 I 7' 5.5' S
6 w MATCH EXISTING SLOPE
VARIES 2 %1 , ROADWAY SECTION E - SHATTUCK AVE
SLOPE PAVEMENT STARTING FROM CENTERLINE TO GUTTER FLOWLINE
STA 15 +13.48 TO STA 17 +59.53
3 9 6" SURFACING LEGEND:
0 4„
0 3 O HMA CL 1/2 IN. PG 64 -22 SURFACE COURSE
0
STA 14 +44.28 TO STA 14 +53 0 HMA CL. 1/2 IN. PG 64 -22 BASE COURSE
aO CRUSHED SURFACING TOP COURSE
OCEMENT CONC. SIDEWALK /PER RENTON STANDARD
PLAN DRAWING F -005
ROADWAY SECTION D - SHATTUCK AVE. O DEPRESSED CURB, SEE DETAIL ON DWG RD02
a
CEMENT CONIC.
STA 14 +02.84 TO STA 15 +13.48
O SEE RD02 TRAFFIC CURB AND GUTTER DETAIL
O CEMENT CONC. DRIVEWAY ENTRANCE
10 4" TOPSOIL TYPE C & SEEDING & FERTILIZING
O
D O O EIOR SEPARATION
=342608 13 PAN NG B TUMINOUSPAVEMENT
o O
a �w Mfr RORER. IMPROVEMENTS TS (SIR
PROJECT
rn F. F JASyJ F,P APPROVED FOR CONSTRUCTION �; NAm 19ea
a DMJM HARRIS AECOM HORIZOMAL NPO 19831991 FlE D800K:
MIMED: Y.JIANG NTS 491 CITY OF PIHASE 1 PAGE
10900 NE 8TH STREET, SUITE 750 Omm:
o BELLEVUE, WASHINGTON 98004 °alle �/ l/y Y.JIANG RENTON SHATTUCK AVE S STORMWATER BYPASS
0o2999e DATUM ORAa. ND:
PHONE: (425)454-5600 FAX: 425 454 -0220 °" �CTaT6 �° CITY OF RENTON DATE CHECKED: ONE INCH
( ) 1 ) �`9`QfONAL Oti ITMEYER _TONE Public Works Dept. TYPICAL SECTIONS RS02
IF NOT ONE INCH 2 OF 5
ROVED: SOME ACCORDINGLY L. J SHEET: OF:
FED AID NO.: ARRA- 0167(044) 8 48
NO. REVISION BY DATE APPR R.MEYER
Ob',b--034470`V' D- 273426