HomeMy WebLinkAboutR-423010PV1 STA: 3f54.87
O
M
N
O
Q
W
510
500
m
470
m
15'
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7-1
6.5' ROW
60' EXISTING ROW DEDICA TION
15' EXISTING ROAD
JO' EXISTING ROADWAY
I
I
_ 21.5' FRONTAGE IMPROI/EMENTS
22'
15' GRIND AND 0VERLA Y I
7—,� 7 ;777
/
2" GRIND AND OVERLA Y
7" HMA 0Vf-R 6" CRUSHED
ROCK PER STD DTL 103
I
NIL EA VENUE NE SEC TIONA A
NO SCALE
53' ROW
26'
If nmN vvciT v U/-VUJncu iTUL r% PER STD DTL 101
PER RUC 4-6-060.F.2.5
ROAD SECTION C-C
NO SCALE
8' PLANTER 5' SIDEWALK 1 '
0.5'
1.59'
CONCRETE CURB AND GUTTER �- 4" CONCRETE S/OEWALK
PER STD DTL 101 PER STD DTL 102
^RETE SIDEWALK
9 DTL 102
1
CITY COMMENTS
SES
O/12/2
SHM
SURVEYED: RDW
2
REVISE WALL
SES
3/7/23
SHM
DESIGNED:
SHM
3
CITY COMMENTS
SES
1 /25/23
SHM
4
CITY COMMENTS
SES
6 5 23
SHM
DRAWN: SES
CHECKED: SHM
NO.
REVISION
BY
DATE
APPR
APPROVED: SHM
20' ALLEY
10' 10' THICKENED EDGE
29 1.5'
N.
�— 4" HMA 0Vf-R 6" CRUSHED ROCK
ALLEYSECTIONB-B
NO SCALE
4.5'
EXISTING CONCRETE
SIDEWALK
28.5' EXISTING ROW
16.5' EXISTING ROW
15.5' EXISTING ROAD WA Y
16'
if /7MA UMT o (,rru,:)rncu /TVLA
PER RUC 4-6-060.F.2.5
ROAD SECTION E-E
12' EXISTING ROW/EX PA DEMENT
13' PROPOSED ROADWA Y
5, I 0.5'
— — — 7,�
4" HMA 0Vf-R J
6" CRUSHED ROCK
PER RUC 4-6-060.F.2.5
I
NO SCALE
14.5' ROW
8' PLANTER
SIDEWAL
11510.1
CONCRETE CURB AND GUTTER
PER STD DTL 101
4" CONCRETE SIDEWALK
PER STD DTL 102
NE 4TH PLACESECTION D-D
NO SCALE
PROJECT NO. 20134 R-423010
lgIDEKO IN COMPLIANCE WITH CITY OF RENTON STANDARDS
cZ; CIVIL ENGINEERING DEVELOPMENT ENGINEERING
G•G, LANDSCAPE ARCHITECTURE Wanders 06/07/2023
A�;•..�,F 41846 o• '� PLANNING
o�FsS ONAL DESIGN SURVEYING
-�-z3 12100 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877
SCALE: DATE:
HORIZONTAL- NAD ; 983/1991 CITY 0 MARCH 2022
FIELDBOOK:
RENT 0 N ROAD PROFILE'S & SECTIONS DRAWING NO:
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept. C3 21
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: 10
OF: 40