HomeMy WebLinkAboutR-387522I
IADEGR BREAK
SEE DWG PL1 FOR FOR(TYP)
CURB BULB DATA \
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+ 21 + +
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12
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L
.RAMP OPENING
AT CURB AS
25+22.62
CONSTRUCTED
L
E � 1
A 1
4
A
F
STA 1 + 1 1
^T .END TRANSITION. T(
CURB AND GUTTER
CURB AND GUTTER
BY OTHERS
STA 10+18.96 (15.
END TRANSITION TO
CURB SECTION
BEGIN TRANSITION TO
CURB SECTION
SUNSET LANE NE & NE 10TH ST
10" CEMENT CONCRETE 6" HMA CL 1/2"
PAVEMENT WITH 2'x2' PG 64-22
SAWCUT SCORING PATTERN
77Ty-4 xk .. .. 's a e
4" CSTC
SECTION A -A
CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
/.\ o D E S Off.
F
\ 49442 p �"
�F�STNNAL EENG\�2112119
No.
4" CSTC
SIDEWALK POINT TABLE
POINT
STATION
(OFFSET)
ELEVATION
1
25+69.64
(16.00'
RT)
343.68
2
25+63.96
(16.00'
RT)
343.48
3
25+53.96
(16.00'
RT)
343.14
6
10+13.36
(19.47'
LT)
342.63
7
10+18.71
(14.02'
LT)
341.95
12
10+22.23
(12.12'
LT)
341.88
13
10+28.22
(10.84'
LT)
342.21
14
10+29.27
(10.69'
LT)
342.17
15
25+53.96
(29.45'
RT)
343.01
16
25+63.96
(29.50'
RT)
343.48
17
25+69.64
(29.50'
RT)
343.75
18
10+40.00
(42.50'
LT)
342.97
19
10+40.00
(32.50'
LT)
342.82
20
10+53.90
(32.50'
LT)
342.17
21
10+69.50
(42.50'
LT)
341.58
22
10+69.50
(32.50'
LT)
341.43
*STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB
LINE, EXCEPT POINTS 7 AND 12, IS MEASURED TO THE
TOP -BACK OF CURB
CONCRETE CROSSWALK DATA
POINT
STATION (OFFSET)
ELEVATION
A
10+14.50 (17.45' LT)
342.05
B
10+14.50 (0.00')
341.94
C
10+14.50 (20.97' RT)
341.47
D
10+24.50 (11.25' LT)
341.84
E
10+24.50 (0.00')
341.84
F
10+24.50 (12.40' RT)
341.72
* FLOW LINE ELEVATION IF AT CURB
CR1-CURB RETURN DATA
HORIZONTAL
VERTICAL
PC =
STA 25+56.45 (7.50' RT)
FLOW LINE
=
89'41'09"
343.0
PC= 342.31. 122-
R =
25.00'
�4
L =
39.13'
1/2= 342.04
T =
24.86'
3/4= 341.87
PT =
STA 10+32.21 (10.00' LT)
PT = 341.56
CENTER RADIUS - STA 25+56.45 (32.50' RT)
* SEE POINTS "A" AND "D" IN THE CONCRETE
CROSSWALK DATA TABLE FOR ADDITIONAL CURB
RETURN FLOW LINE ELEVATIONS.
DID
7/5/1
DID
Esc"E J. HUYLAR
DID
7/5/1
DID
. J. BEAN
DID
7/5/11
DID
CH'".-. DEKOEKKOEK
REVISION
BY
DATE
APPR
"PA P DE BOLDT
CR2-CURB RETURN DATA
HORIZONTAL
VERTICAL
PC =
STA 24+86.43 (10.00' RT)
FLOW LINE
ELEVATIONS
=
90'18'51"
PC= 341.19
R =
25.00'
1/4= 341.38
L =
39.41'
1/2= 341.56
T =
25.14'
3/4= 341.75
PT =
STA 10+35.19 (10.00' RT)
I PT = 341.93
CENTER RADIUS - STA 10+35.19 (35.00' RT)
�� DATUM
• • 10 20
FEET
,F CITY OF
RENTON
Planning/Building/Public Works Dept
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.
(DCONSTRUCT 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 MD1.
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.
LEGEND
2" HMA CL 1/2" PG 64-22 OVERLAY
(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
a
SIDEWALK PER CITY OF RENTON STD PLAN 102
d
WITH 2'x2' SAWCUT SCORING OVER 4" CSTC
DECORATIVE EXPOSED AGGREGATE TREATMENT
PER DETAIL ON DWG MD8
LANDSCAPE (SEE PP DRAWINGS)
L
LONGITUDINAL JOINT WITH TIE BARS PER DETAIL
ON DWG MD1
T
TRANSVERSE JOINT WITH DOWELS PER DETAIL
ON DWG MD1
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.
CITY OF RENTON
�.E 4/2016
SUNSET LANE NE IMPROVEMENTS
MD3
MISCELLANEOUS DETAILS
22 ° s