HomeMy WebLinkAboutR-387518W
Z
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8 STA 26+01.00 25' WIDTH; 6' WINGS m
34.50 LT TO 50.50 IT TA + 1 T 1
J END TRAFFIC CURB AND GUTTER tTj
BEGIN EXTRUDED CURB V)
LL I I FLOW EL = 546.71 346.83 Z m
14 m
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3 CURB RAMPS - - - _ LLI
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LL,I ______ _______
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J ROADWAY CROWN
RP
(4.0' LT) "
_ - REPLACE CURB AND SIDEWALK PANEL BUILT
BY LIBRARY CONTRACTOR TO FACILITATE THE
C) INSTALLATION OF FRANCHISE UTILITIES
Q R/W o I i I
SIDEWALK 2'x2' t
a MATCH EXISTING SIDEWALK JOINT
3
I n
CURB ANDI Y OTHERS
INSTALL HMA TO MATCH EX GUTTER
SIDEWALK POINT TABLE
POINT
STATION (OFFSET)
ELEVATION
1
26+00.00 (58.50' LT)
348.48 (EX)
2
26+00.00 (50.50' LT)
347.86 (EX)
3
26+05.00 (32.50' LT)
345.34
4
26+05.00 (24.50' LT)
345.22
5
26+05.00 (16.50' LT)
345.10
6
26+31.00 (50.50' LT)
348.39 (EX)
7
26+31.00 (38.50' LT)
347.2
8
26+31.00 (32.50'
9
26+31.00 (24.50' LT)
346.1-2-
10
26+31.00 (16.50' LT)
345-66
11
1 26+37.00 (24.50' LT)
3i6?st-
12
26+37.00 (16.50' LT)
345c69-
13
26+62.00 (24.50' LT)
14
26+62.00 (16.50' LT)
a16.5:1
15
26+68.00 (32.50' LT)
16
26+68.00 (24.50' LT)
3491.33
17
26+75.04 (31.80' LT)
AT
18
26+81.11 (38.50' LT)
348.30 (EX)
19
26+89.05 (30.39' LT)
MATCH EX
*STA/OFF INFORMATION FOR POINTS ADJACENT TO THE
CURB LINE IS MEASURED TO THE TOP -BACK OF CURB
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
346.28
346.16
346.84
346.37
347.24
346.62
347.57
347.45
DEKO
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\ 49442
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No.
NW 1/ SEC 9, T 23 N, R 5 E, W.M.
1
JEND
TRAFFIC CURB AND GUTTER
BEGIN EXTRUDED CURB
3
FLOW EL = 335.42
8
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0
R/W
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HARRINGTON AVE NE
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END TRAFFIC CURB AND GUTTER
BEGIN EXTRUDED CURB
_
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FLOW EL = 335.42
:d11:I 1110 1011TAO
17) Z
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0.00 (8.50' LT) (n
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ml-MATCH
m 50+00 + 1CH EX
EX
50+30.00 34.94' LT
MATCH EX
06 %
STA 50+55.00 14.50' LT
STA 50+55.00
PROTECT EX CURB RAMPS
END EXTRUDED CURB a
MATCH EX
MATCH EX
'�IIN III I � I
- PROTECT EX
CURB RAMPS
f a MATCH EX
TA +
MATCH EX
MATCH EX
CURVE
STATION (OFFSET)
FLOW LINE
ELEVATION
DESCRIPTION
51+14.00 (20.00' LT)
335.40
PC
C34
51+06.00 (16.00' LT)
335.44
PRC
R=10'
50+98.00 (12.00' LT)
335.48
PT
R=10'
SIDEWALK POINT TABLE
POINT
STATION (OFFSET)
ELEVATION
20
50+86.00 (28.50' RT)
336.16
21
50+86.00 (20.50' RT)
336.04
22
50+64.96 (23.68' RT)
MATCH EX
23
51+39.50 (22.50' LT)
336.06
24
51+39.50 (25.50' LT)
336.10
25
51+34.50 (22.50' LT)
336.04
26
51+34.50 (25.50' LT)
336.08
27
51+21.59 (22.50' LT)
335.97
28
51+16.59 (22.50' LT)
335.95
29
51+14.00 (22.50' LT)
335.93
30
50+86.00 (25.50' LT)
335.98
31
50+86.00 (33.50' LT)
336.10
32
50+87.88 (35.76' LT)
MATCH EX
DID
5 1
DID
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LKM
2 13 16
DID
J. BEAN
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9 27 17
DID
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D. DEKOEKKOEK
REVISION
BY
DATE
APPR
" R-D, DE BoLDT
LEGEND
2" HMA CL 1/2" PG 64-22 OVERLAY A
4" CST
®2
HMA CL 1 2" 64-2 0 LAY
(FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT
SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY)
6" HMA CL 1/2" PG 64-22 OVER 4" CSTC
9" HMA CL 1/2" PG 64-22 OVER 4" CSTC
SIDEWALK PER CITY OF RENTON STD PLAN 102
WITH 2'x2' SAWCUT SCORING OVER 4" CSTC
DECORATIVE EXPOSED AGGREGATE TREATMENT
_.-----`
PER DETAIL ON DWG MOB
+�+ + LANDSCAPE (SEE PP DRAWINGS)
20
1 "=20' RaoM w�3i�ssn
DATUM
11
SCALE
0 20 40
FEET
CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
CONSTRUCTION NOTES
OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER WSDOT STD PLAN F-10.12-03.
OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION
PER WSDOT STD PLAN F-10.12-03.
OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER DETAIL ON DWG MD1.
OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB
SECTION PER DETAIL ON DWG MD1.
OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND
SIDEWALK PER DETAIL ON DWG MD1.
OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON
DWG MD1.
OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER
CITY OF RENTON STD PLAN 101.
OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN
F-10.42-00.
OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT
STD PLAN F-10.62-02.
CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B
10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC
(SEE GENERAL NOTE 1).
11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON
DWG MD2.
12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN
F-45.10-01.
13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2.
CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH
14 CL 1/2" PG 64-22 OVER 4" CSTC.
15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22
OVER 4" CSTC.
16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER
DETAIL ON DWG MD8.
17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL7).
18 ADJUST EXISTING MONUMENT CASE AND COVER.
19 ADJUST EXISTING CB.
20 ADJUST EXISTING MH.
21 ADJUST EXISTING VALVE BOX.
22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA).
GENERAL NOTES
1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL
DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET
PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB.
SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS
IN DRIVEWAY AREA.
CITY OF RENTON
SUNSET LANE NE IMPROVEMENTS
PAVING AND GRADING PLAN
4/2016
PL5
18 �5