HomeMy WebLinkAboutR-42781600
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0
w
TAT
37.0'
rL
23.5' 13.5'
5.0' 8.0' 10.0' 10.01
SIDEWALK LANDSCAPING TRAVEL LANE TRAVEL LANE
0.5'
2" CLASS FACE OF
1/2 HMA BARRIER
1.5% 3 1/4"
2.0%
1.76' . 1.74
1_111i���-W%,� j
CEMENT CONCRETE 4" ATB
SIDEWALK PER COR
STD DET 102 6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE RILEY
GROUP, DATED JUNE 4, 2021
SE �5TH PL �-SECTION (WEST)
NOT TO SCALE
ROW
6*101
R
1
BEAM GUARDRAIL TYPE 31 WITH C3.15
W6x8.5 STEEL POST
(WSDOT STANDARD PLAN C-20.10-09)
RETAINING WALL UNDER
SEPARATE BUILDING PERMIT.
SOLDIER PILE WALL WITH LAGGING.
4:1 MAX
26.5' 2L 26.5'
5.0' 8.0' 1 3.0' 1 3.0' 8.0' 5.0'
SIDEWALK LANDSCAPING TRAVEL LANE TRAVEL LANE LANDSCAPING SIDEWALK
0.5' 0.5'
2" CLASS 1/2 HMA
1.5%- 2.0% 2.0%
ev. a
CEMENT CONCRETE 4"ATB �"
CEMENT CONCRETE
SIDEWALK PER COR STD
DET 102 TRAFFIC CURB AND GUTTER
6" CRUSHED ROCK SUBGRADE PREPARATION PER PER COR STD DET 101 (TYP)
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
153RD AVE SE -SECTION (SOUTH)
ROW
26.5'
NOT TO SCALE
56.0'
29.5'
R
5.0' 8.0'
1 3.0'
1 3.0'
8.0' 5.0'
SIDEWALK
LANDSCAPING
TRAVEL LANE
TRAVEL LANE
LANDSCAPING
SIDEWALK
0.5'
0.5'
2" CLASS 1/2 HMA
2.0%
2.0%
CEMENT CONCRETE
CEMENT CONCRETE
4" ATB
TRAFFIC CURB AND GUTTER
SIDEWALK PER COR STD
DET 102
SUBGRADE PREPARATION PER
PER COR STD DET 101 TYP
(TYP)
6" CRUSHED ROCK
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
153RD
AVE SE - SECTION
(NORTH)
-
E
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Know what's below.
Call before you dig.
NOT TO SCALE
3.0'
R
26.5'
53.0'
rL
26.5'
5.0' 8.0' 1 3.0' 1 3.0' 8.0' 5.0'
SIDEWALK LANDSCAPING TRAVEL LANE TRAVEL LANE LANDSCAPING SIDEWALK
0.5' 0.5'
2" CLASS 1/2 HMA
2.0% 2.0% _1.50 0
ev, .da- A -
CEMENT CONCRETE 4" ATB CEMENT CONCRETE
SIDEWALK PER COR STD TRAFFIC CURB AND GUTTER
DET 102 (TYP) SUBGRADE PREPARATION PER PER COR STD DET 101 (TYP)
6" CRUSHED ROCK RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE RILEY
GROUP, DATED JUNE 4, 2021
�E5T H P�L-SECTION �(EAST)
NOT TO SCALE
ROW
60.0' ROW
30.0'
16.5' 8.0' 5.0'
TRAVEL LANE LANDSCAPING SIDEWALK
0.5'
2" CLASS 1/2 HMA -
2.0%
.
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NOT TO SCALE
V LEVEL 2" CLASS 1/2 HMA
4:1 MAX
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
ACCESS ROAD
NOT TO SCALE
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SURVEYED:
CD�..�� • .. J' DESIGNft RI
TACO MA S EATTL E /
tl DRAWN:
'ono �� 97" �ct� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 GB
.cis GISTER �ti� 2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK
sIONAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB K/ MW
09/10/2024 N0. REVISION BY DATE APPR APPROVED:
onIA1
60.0' ROW
30.0'
5.0' 11.5'
SIDEWALK LANDSCAPING
0.5'
13.0'
TRAVELLANE
2" CLASS 1/2 HMA
2.0%
61UEVVALK HER UUhl 61 U 4" ATB
DET 102 \�6" CRUSHED ROCK
CEMENT CONCRETE TRAFFIC CURB SUBGRADE PREPARATION PER
AND GUTTER PER COR STD DET 101 RECOMMENDATIONS OF THE GEOTECHNICAL
REPORT BY THE RILEY GROUP, DATED JUNE 4,
2021
rc- " \ 154TH AVE SE - SECTION
NOT TO SCALE
SCALE:
VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 [vA
CITY OF
;j�j RENTON
ONE I"°" DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R-427816
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING c ~EL IL
HHuynh 12/04/2024 '
MAPLE HIGHLANDS
AHBL JOB #2221005.10
ROAD CROSS -SECTIONS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C3.8
SHEET: 16 OF: 39
R- C3.8
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