HomeMy WebLinkAboutD-342611V/
VJ
U
�I
w�
- - - - - -- - C - - - -- LLA
L J
3
a
s
U
a
0
0
0
x
F
I
W
I
30'
14.0'±
VARIE!
1
q R/W
8.0'
2AFFIC ISLAND
SEE DETAIL
SHEET RS02 I
❑
1
VARIES
30'
ROADWAY SECTION J - SHATTUCK AVE
STA 21+21.77 TO STA 22 +33
L J - --
xl
w
S. 4TH PL.
30'
30'
21.5' AND VARIES
1
6 VARIES
EXISTING GROUND
ROADWAY SECTION K - S 4TH PL.
STA 39 +29.21 TO STA 39 +72.86
(� HOUSER WAY S
5.5' _ 14' 10' 5.5'
SIDEWALK SIDEWALK
0.5 VARIES 0.5'
0 �3
8
3 5 F
VARIES
(TYP.) 4 4» 1 2 - - - --
3 2„ 1 2„
2 6„ 13
2 6„
3 6„
3 6»
ROADWAY SECTION L - HOUSER WAY S
STA 50 +00 TO STA 50 +40.77
GENERAL NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS
2°
IN
Ix
jw
7.5' &VARIES
SIDEWALK
0.5'
1 ()
ITT 2% j
IvAl
K11
r
p M
NOTES:
F MATCH EXISTING PAVEMENT GRADE
2❑ NOT USED
aSEE DWG RD03 FOR PAVEMENT ELEVATION GRADES
AND CURB LOCATIONS
❑4 MATCH EXISTING GUTTER PAN
❑ FULL DEPTH SAWCUT
OVERLAY EXISTING PAVEMENT SURFACE AND MATCH
THICKNESS OF PAVEMENT IF LESS THAN 8"
SAWCUT
MATCH EXISTING PAVEMENT SURFACE
SEAL W/ CSS -1 ASPHALT
NOT USED
E SLOPE NOT TO EXCEED 3:1.
SURFACING LEGEND:
O HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE
O HMA CL. 1/2 IN. PG 64 -22 BASE COURSE
3O CRUSHED SURFACING TOP COURSE
OCEMENT CONC. SIDEWALK /PER RENTON STANDARD
PLAN DWG F -005
❑6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL
SEE DWG RD02
13 PLANING BITUMINOUS PAVEMENT
D- 342611
HAINILH AVE S (6H 167)
!�w MEY IMPROVEMENTS PROJECT VERNC�
12 �V ag rFl. APPROVED FOR CONSTRUCTION DESIGNED: ere�v NTS HORIZZWM - WD 19&)/1991 RElDBOOK:
N DM M HARRIS AECOM =��T Y.JIANG r.,
y , � g � �- CITY OF PHASE 1 FADE
DRAwN:
10900 NE 8TH STREET, SUITE 750 4�� ZIWA1311011� '� RENTON SHATTUCK AVE S STORMWATER BYPASS CO I ooz9e9e 68 Y.JIANG DATUM
o BELLEVUE, WASHINGTON 98004 0�I CHECKED: ONE INCH TYPICAL SECTIONS
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 Es s ti CITY OF RENTON DATE 'AT Fl1� — U— � I Public Works Dept. RS05
TONAL EK R.MEYER �RONCiv 5 OF 5 sHEEr. oF:
^aRRavm: FED AID NO.: ARRA- 0167(044) 11 48
NO. REVISION BY DATE I APPR R.MEYER
),�ki 1 I D - 121713