HomeMy WebLinkAboutR-398107F".
R/W
52+00
— i —
".1
55
50
45
35
K411
25
51+50 52+00
INUMBERI REVISION DESCRIPTION
53+00
CITY R/W
BLVD
com:: G
_G G E VV ASH
13 lyp':�)
SEE DRAWINP 3.06 FOR
r - - - - - - D-SIEWALK OUT AND
-GRADING
0
- - ----------
G G
R/w
a 10
8 GABION WALL 1
Cf)
4_7
-41
CC
T
A w
Ld
U-1
�4+88.95,/ 45.00'LT ✓ Cj)
5 iiyp/� \�_l / (13J(TY)P.)
tF w
539.7650. IT STA 5+02.1237.62 LT
z
2 3
4 _j
BEGIN, MATCH /EXISTING f
)CB 3000
I (,-A",�JYPIE 1 VANED qRATE x\
55+50.4, 37.911T
54+00 55+09 56�00
x5�
SURVEYED:
JFS
DRAWN BY:
CMF
DESIGN BY:
TJP
CHECK BY:
LBM
PROJI MGR:
LBM
HanrniGlobal Partner
10230 NE Points Drive
Suite 400
15rlda d, Tashmgton 9W
Phone: (425 ) 822-4446
FFAX:(425) 827-9577
7- T
, 11177
NE; fPARK \ DRIVE\
55+00
M C
CITY OF RENTON
0 Aw VA Public Works Department
3 APPROV_EQ FOR CONSTRUCTION
IST
BY: At DATE: 400/r
.A
55
55
45
40
35
30
CONSTRUCTION NOTES
Co CONSTRUCTION CENTERLINE. SEE
DRAWING 1.02 FOR DETAILS.
(ZO CONSTRUCT CEMENT CONCRETE TRAFFIC
CURB AND GUTTER PER WSDOT STD
PLAN F- 10. 12-02.
Q) RECONSTRUCT PAVEMENT PER TYPICAL
SECTION, DRAWING 3.05.
CONSTRUCT SIDEWALK PER TYPICAL
SECTION, DRAWING 3.05
CONSTRUCT CURB RAMP TYPE
PERPENDICULAR B PER WSDOT STD
PLAN F-40.15-01. SEE DRAWING 3.07
FOR LAYOUT.
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.
RETAINING WALL, SEE DRAWINGS 5.01
THROUGH 5.04 FOR DETAILS.
ADJUST EXISTING CATCH BASIN OR
MANHOLE TO FINISHED GRADE. ROTATE
COVER/GRATE AS NECESSARY TO
ACCOMMODATE IMPROVEMENTS.
REPLACE EXISTING GRATE WITH SOLID
LOCKING COVER.
QCONSTRUCT CEMENT CONCRETE
0 PEDESTRIAN CURB PER WSDOT STD
PLAN F-10.12-02.
(
INSTALL CHAIN LINK FENCE PER DETAIL 20 ON DRAWING 5.03.
13 PROTECT EXISTING UTILITY.
14 CONNECT TO EXISTING DRAINAGE
SYSTEM.
15 INSTALL IRRIGATION SLEEVE, SEE
IRRIGATION PLANS FOR DETAILS.
LEGEND
17711.77MM-11 PAVEMENT
4'
SIDEWALK
4
STRUCTURAL EARTH WALL
4" COMPACTED DEPTH
CRUSHED SURFACING BASE
COURSE
GENERAL NOTES
1. ALL DIMENSIONS AND STATION OFFSET
REFERENCES ARE TO FACE OF CURB
UNLESS NOTED OTHERWISE.
20' of 20' 40'
HORZ PE%j�� Omni
SCALE IN FEET
51 09 5' 10'
VERT I
SCALE IN FEET
HIGHLANDS TO LANDING DRAWING NO. 3.01
PEDESTRIAN CONNECTION PROJECT CM-1 070(007) PROJECT NO. 31796
FED AID NO. CM-1070(007)
ROADWAY & DRAINAGE PLAN & PROFILE DATE: June. 2013
SHEET NO. 7 OF, 44
56+00
25
56+50