HomeMy WebLinkAboutR-4214200i]
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
I'
°
4N
10+00.00 S87028' 01 "E
_
DW-RO410+39.75
No
i
35
30
25
Jul
DW-RD410+00.00 I r
N: 174936.11
E: 1300383.53 - 10" " 8.5,
i SIC
DRIVEWAY DW-R04 PLAN
SINGLE COMMERCIAL DRIVEWAY
in
YPE C2
0
CO
QMATCH
N€
IDW-RO4
10+58.22,10.67'LTW-R04
10+58.30
DW-R04-LINE
11+do.00
10+00.00
DW-R04 11+00.00
TAL-B 16+63.82
D1
DW-R04 10+58.28, 10.33' RT
N:
E:
n
CD
o
CO
v1
CO
ri
m
F
>
Fm ¢N
yN
EXISTING GROUND
F
c>w >w
— — —
PROPOSED GROL
ND
p
a
M
M
40 40
35 35
30 30
25
25
W
10+00
10+20
10+40
10+60
10+80
11+00
DRIVEWAY
DW-R04
PROFILE
SINGLE COMMERCIAL DRIVEWAY
60% SUBMITTAL Jacobs
R-,WK N
BY I AFRO I DATE
i
-,1-
I
y--
ATLY TO EXISTING
'I`I�
1PHALT SURFACE
I
S870 20' 10"E '
DW-R0510+39.80
1
'
I
V-RO510+00.00
174811.31
1300377.72rF
0
DRIVEWAY DW-R05 PLAN
SINGLE
Cn
0
z
0
m
J `-
I-
0+58.30, 11.00- LT
10+58.30
-R05-LINE 11+ o.00
7W-R05 11+00.00
TAL-B 17+88.99
I m
0
m+
10+58.30, 11.00' RT
'E C2
m
cmi
$ m
N
o
m
II
o +
o
F
II �I
II
rn
H n 1
F
EXISTING GROUND
>
Nn N
Nm
>W
PROPOSED GRO
JND
a
M�
35
n
GENERALNOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB,
2. REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
3. REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE
RESTORATION DETAILS BEHIND SIDEWALK.
4. REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
S. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
CONSTRUCTION NOTES
O1 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5
OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1 AND I D4.3
3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1I21N. PG
58H-22 OVER 4-IN CSBC.
GCONCRETE APPROACH WITH 6-IN. CEMENT CONIC. PAVEMENT OVER
3-IN CSBC.
(D CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN
101
LEGEND
HMA
CEMENT CONCRETE PAVEMENT
LANDSCAPING
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
—)(—
FENCE
RETAINING WALL
a 10, 20'
HORIZ
25
SCALE: 1"=10'
10+00 10+20 10+40 10+60 10+80 11+00
DRIVEWAY DW-R05 PROFILE
SINGLE COMMERCIAL DRIVEWAY
DESIGNED.
APPRMD:
A. VILLAR
P. ENG
Of �cyp
rp1'i
,L9
DRAW
CWILCOX
King County
CHECKED
PROUECTNO:
p.a�a'TIppNAHgAptyy1g
S.FORN
EW566E18
METRO
$4�p0
CHECKED
CONTRACTN'.
METRO PROJECT ENGINEER
CXXXXXXXX
0' r 4'
VERT
SCALE: 1" = 2'
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
DRIVEWAY PLAN & PROFILE
NOVEMBER 2021
C9.03 N
200 XXXX
R-4214200