HomeMy WebLinkAboutR-398108N
O
Ni
ui
E
a
Z
a
0
a
J
3
v
O
/
3
0
/
0)
M
/
O
O
M
U
N
0
a
Y
w
C
0
t
U
E
Q.
0
N
co
i
d-
0
N
cV
0
a
v
0
a
STA 57+43.20, 39.881T
12
AP
4 STA 57+30.20, 42.61'LT STA 57+44.64, 39.00'LT
PT AP
W
A 57+18.97, 45.93'LT
R=150.00' �
STA 56+98.10, 47.03'LT
- _
,�.-�....-
o-- -- - - " — - --
{ff,fff Hof{fff�I__— _—--��.___._,
{ I { { { { f _STK 60+�'Sp:B ; �9 LT... .t.—
.a
R=
\ ` 13 TYP.) q T,q 6(�+5,41 42.0�1 LT '
`` `� '`4 STA �8+99.93, %,34.40 LT hCC -�, 4 s i ` 5.
SEE DR"AIG 4.01 FOES t ;
'00
OI DG E Rf�CO NST�I� CTI0,L �°� � � �
`� `� �f � fA �9+74.97-.33.00'LT � � ' � n 4 �
5.7'f CO'f'16(�
V
of STA 57*53.03 39�:Q0'�
-770�yR=1835 2?
R48 •...
..
4
—' 2 3
4 S A 57 z,24, 38.8�'LT 44
� dig e
R=4.0`Q, t, '
t
VA
CA 57+40.� „ 33.81'\
P'\ l
r.NSTA\57+44.54,\32.8
95
M
85
M
75
70
Cry
.1
55
r-
NUMBER
REVISION DESCRIPTION
0
cra
SIA 59+7 26, 33.0 ? LT
GtN
r Y PAID ppii` �� n
LLJ
t 0LIJ
Lu
"� `� `�"� ,,;.� `, 4 � 't+, °",.w^°." +.�, `` ``.i � '`'�. , �•� �a , � 4`i\ � � 7 � � � ` `a� `1 \, •� � l4 w,. 1 ` � 1 i�. ly �� j�
E \ \t t { 1
-J
t 1 Z
SURVEYED:
JFS
•
M e F
,
`�
DRAWN BY:
CMF
w►�
1
�pF
DESIGN BY:
TJPCl
CHECK BY:
LBM
HanmiGlobal Partner
`
PROJ
111230 NB Points Drive
Suite 00
MGR:
LBM
FwkMd, Tasbit n less
Phone: (425) 822-4446
jOIVAL
FAX: (425) 827-9577
www.otak.com
CITY OF RENTON
ba
Public Works Department
APPRO D FOR CONSTRUCTION l!
BY: DATE:
95
w
85
75
70
65
CONSTRUCTION NOTES
1 CONSTRUCTION CENTERLINE. SEE
DRAWING 1.02 FOR DETAILS.
2 CONSTRUCT CEMENT CONCRETE TRAFFIC
CURB AND GUTTER PER WSDOT STD
PLAN F-10.12-02.
3 RECONSTRUCT PAVEMENT PER TYPICAL
SECTION, DRAWING 3.05.
4 CONSTRUCT SIDEWALK PER TYPICAL
SECTION, DRAWING 3.05
5 CONSTRUCT CURB RAMP TYPE
PERPENDICULAR B PER WSDOT STD
PLAN F-40.15-01. SEE DRAWING 3.07
FOR LAYOUT.
6 CONSTRUCT CUT THROUGH CURB RAMP
PER DETAIL, DRAWING 3.07.
CONSTRUCT CEMENT CONCRETE
DRIVEWAY ENTRANCE TYPE 3 PER
WSDOT STD PLAN F-80.10-02.
g RETAINING WALL, SEE DRAWINGS 5.01
THROUGH 5.04 FOR DETAILS.
g ADJUST EXISTING CATCH BASIN OR
MANHOLE TO FINISHED GRADE. ROTATE
COVER/GRATE AS NECESSARY TO
ACCOMMODATE IMPROVEMENTS.
1 p REPLACE EXISTING GRATE WITH SOLID
LOCKING COVER.
11 CONSTRUCT CEMENT CONCRETE
PEDESTRIAN CURB PER WSDOT STD
PLAN F-10.12-02.
12 INSTALL CHAIN LINK FENCE PER DETAIL
ON DRAWING 5.03.
13 PROTECT EXISTING UTILITY.
14 CONNECT TO EXISTING DRAINAGE
SYSTEM.
15 INSTALL IRRIGATION SLEEVE, SEE
IRRIGATION PLANS FOR DETAILS.
LEGEND
PAVEMENT
SIDEWALK
4
Cw
STRUCTURAL EARTH WALL
4" COMPACTED DEPTH
VW94A CRUSHED SURFACING BASE
COURSE
GENERAL NOTES
1. ALL DIMENSIONS AND STATION OFFSET
REFERENCES ARE TO FACE OF CURB
UNLESS NOTED OTHERWISE.
60
55 20' 0' 20' 40'
HORZ
SCALE IN FEET
5' 0' 5' 10'
VERT
50 SCALE IN FEET
HIGHLANDS TO LANDING DRAWING NO. 3.02
PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796
FED AID NO. CM-1070(007)
ROADWAY & DRAINAGE PLAN & PROFILE DATE: June.2013
SHEET NO. 8 OF 44