HomeMy WebLinkAboutEX23_P_StreetSection_v32:1
MAX
5.0'
SIDEWALK
8.0'
LANDSCAPING
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
3.0'
SLOPE TO
EX GRADE
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
13.0'
A
C2.0
SE 5TH PL - SECTION (WEST)
SCALE: 1"=5'
C
C2.0
153RD AVE SE - SECTION
SCALE: 1"=5'
B
C2.0
SE 5TH PL - SECTION (EAST)
SCALE: 1"=5'
ROW
ROW
ROW ROW
℄
⅊
⅊
℄
℄
26.5'26.5'
23.5'13.5'26.5'26.5'
2.0%2.0%1.5%
2.0%2.0%1.5%
2.0%2.0%1.5%1.5%
53.0'
53.0' - 56.0' (VARIES)
37.0'
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102 CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
D
C2.0
152ND AVE SE - SECTION
SCALE: 1"=5'
E
C2.0
154TH AVE SE - SECTION
SCALE: 1"=5'
16.5'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
ROW
℄30.0'
2.0%1.5%
60.0' ROW
16.5'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
ROW
℄30.0'
1.5%
60.0' ROW
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102 (TYP)
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101
0.5'0.5'
0.5'0.5'0.5'0.5'
0.5'0.5'
2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
2" CLASS 1/2 HMA
2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
2" CLASS 1/2 HMA
2.0%
2" CLASS 1/2 HMA
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811two business daysbefore you dig
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
13818 152ND AVE SE
RENTON, WA 98059TED-XX-XXXX07/08/2022
10MAPLE HIGHLANDSLUA22-000122C22-XXXXXXPR22-XXXXXXC5.0STREET CROSS SECTIONS
6
10/31/2022