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CONTRACTOR TO REMOVE AND REINSTALL EXISTING
w— CURBING WITH 3' BREAKS. CONTRACTOR TO —
COORDINATE WITH CITY PRIOR TO INSTALLATION AND -w—
SALVAGE REMAINING CURBING TO THE CITY.
C-LINE DUVALL AVENUE NE�IF /
'STA 893+18.6C 4
891+00 892+00 893+00
�— I
STA 893+18.6It
STA 891+89.10 SEE SHEET GR2 �32.5'RT
32.5'RT 2 3 6 2 3 PC 6 SEE SHEET GR2
ro
"0'
430,
420,
�SEESHEETGRI
I 2
I 664950-0130
PLAN
Z
SCALE IN FEET
zr
0 20 40
0 OD 0
10 S 893+69.1,-
39.0'RT
I EGIN VIHIGH WALL
I I
I
I
I I I
430
EXISTING GRADE AT
C-LINE (TYP)
__-
420
EXISTING GRADE AT
C-LINE (TYP)
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891+00
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATE: 09/10/2023 BY: DVS
892+00
PROFILE
HORIZ: 1"=20'
VERT: 1"=4'
893+00
894+00
NOTES:
CCONSTRUCT
CEMENT CONC. DRIVEWAY ENTRANCE SEE DW
SHEETS.
O2
CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN
102.
O3
CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PEI
COR STD PLAN 101.
cr
4O
CONSTRUCT CEMENT CONIC. PEDESTRIAN CURB PER COR STI
Lu
PLAN 101.
W
H
O
CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD
W
PLAN 101.
W
N
O6
CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL
0
PER WSDOT STD PLAN F-40.12-03.
0
d'
O
CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE
00
DIRECTION A PER WSDOT STD PLAN F-40.16-03.
Fa-
Og
CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER
N
DETAIL 2, SHEET RD10.
w
z
O9
NOT USED.
ZI
=
10
CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1.
♦-
11
ADJUST CATCH BASIN.
12
ADIUSTMANHOLE.
13
ADJUST VALVE BOX.
14
CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD1C
15
CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,
PER WSDOT STD PLAN F-40.12-03.
16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND
W D3.
17 INSTALL MONUMENT CASE AND COVER.
18 SEE SHEET E10 FOR SIDEWALK DETAIL.
rA0 OCONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND
19 HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.
LEGEND:
RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT
CEMENT CONC. SIDEWALK
CLASS 4000 CEMENT CONC.
SIDEWALK/DRIVEWAY ENTRANCE
TmmqmHMA CL Y2" PG 64-22 WITH FULL DEPTH
RECYCLED PAVEMENT
1777 HMA CL Y2" PG 64-22 DRIVEWAY
APPROACH
LANDSCAPE AREA - SEE LANDSCAPE PLANS
HMA CL %" PG 64-22 FULL DEPTH
ROADWAY
HMA CO/2" PG 64-22 2" MIN OVERLAY
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DRAWN BY: CID
DESIGN BY: DVS
CHECK BY: JED
PROI MGR: CIVIC
FILE: PU2141779045-RD.dwg
RECORD
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PuvuwP. WASHINGTON w3ra
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CITY OF RENTON
PUBLIC WORKS DEPARTMENT
TRANSPORTATION DIVISION
APPROVED FOR CONSTRURION
BY: DATE:
DUVALL AVE NE
PLAN AND PROFILE
STA 891+50 TO STA 894+00
SHEET 2 OF 10
DRAWING N°. RD
PROJECT NO. 214177921}127Z(�$5
FED AID NO.
DATE: FE82�OF 944
SHEET NO. IS OF 94
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE