HomeMy WebLinkAboutR-387525z
U
W
z
W
z
a
J
I-
LU
(n
z
(l)
WARNING SURFACES
BY OTHERS
NE 10TH ST & HARRINGTON AVE NE
CR7-CURB RETURN DATA CR8-CURB RETURN DATA
HORIZONTAL
VERTICAL
PC =
STA 21+76.42 (10.00' LT)
FLOW LINE
ELEVATIONS*
A =
90,00,00"
PC= 339.09
R =
25.00'
1 4= 3 .7
T =
25.00'
3/4- 318.27
PT =
STA 22+01.42 (35.00' LT)
PT = 40. 5
CENTER RADIUS - STA 21+76.42 (35.00' LT)
* FLOW LINE ELEVATIONS ACCOUNT FOR RAISED
INTERSECTION
22+29.57 (33.20' LT)
340.10
340.30 21.42'
22+54.23 (12.00' LT)
1
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
HORIZONTAL
VERTICAL
FLOW LINE
ELEVATIONS*
PC =
A =
9890'68" 81'11'9"
PC= 349.42
R =
25.00'
1 /4= 549.93
L =
40 27' 35.42'
1 /2= 340-05
T =
3/4= 349.�fr
PT = 339-6/L
PT =
CENTER RADIUS -
* FLOW LINE ELEVATIONS ACCOUNT FOR RAISED
INTERSECTION
/.\ o D E S Off.
F
\ 49442 p �"
10NAL EENG\�21t21I
No.
340.41
340.21
340.00
339.80
339.55
22+54.23 (37.00' LT)
REVISION
SIDEWALK POINT TABLE
POINT
STATION
(OFFSET)
ELEVATION
1
21+65.28
(32.50'
LT)
339.87
2
21+65.28
(24.50'
LT)
339.75
3
21+87.92
(32.50'
LT)
340.33
4
21+89.92
(34.50'
LT)
340.39
5
21+89.92
(39.31'
LT)
340.59
6
21+89.92
(24.50'
LT)
340.24
7
21+89.92
(13.96'
LT)
339.99
8
21+94.92
(24.50'
LT)
34 3
9
21+94.92
(18.18'
LT)
10
21+99.11
(24.50'
LT)
340.26
11
21+94.92
(32.50'
LT)
340.43
12
22+01.29
(32.50'
LT)
-340.49-
13
21+94.92
(38.50'
LT)
340.57
14
21+99.92
(53.58'
LT)
15
21+95.92
(57.40'
LT)
34i.
16
21+95.92
(62.40'
LT)
MATCH EX
17
22+41.01
(50.50'
LT)
340.58 (EX)
18
22+46.01
(50.50'
LT)
340.65 (EX)
19
22+46.01
(34.50'
LT)
340.37
20
22+48.01
(32.50'
LT)
340.30
21
2 +4 .01
(3 .50'
LT
34 4
22
(32.50'
LT)
23
22+41.01
(24.50'
LT)
340.29
24
22+2449-(24.50'
LT)
349.21
25
26
22+46.01
(24.50'
LT)
340.21
27
22+46.01 (10.72' L-T)
339.79
2
+ 4.
3 .0
29
22+64.48
(24.50'
LT)
339.91
RAISED INTERSECTION DATA
POINT
STATION (OFFSET)
ELEVATION
A
21+76.42 (10.00' LT)
339.09
B
21+76.42 (0.00')
338.89
C
21+76.42 (10.00' RT)
338.69
D
21+88.42 (13.07' LT)
339.96
E
21+88.42 (0.00')
339.45
F
21+88.42 (10.00' RT)
33 .2
G
22+01.42 (35.00' LT)
+ 4.9 5.0 '
1
22+24,99T(35.00' LT)
340.42
J
22+01.42 (48.00' LT)
340.38
K
22+14.92 (48.00' LT)
L
22i26.99 (48.00' LT)
340.39
M
22+51.99 �}9-99=-L��
N
22+51.99 (0.00')
3 .7
0
22+51.99 (10.00' RT)
339.57
P
22+64.48 (19-99' Lam)
339.13
2 +6 .4 -(d`-6'0r
339.3
R
22+64.48 (10.00' RT)
339.1
* FLOW LINE ELEVATION IF AT CURB
esmxeJ HUYLAR
J. BEAN
-KM 12 21 16 DID HE= -
xmD. DEKOEKKOEK
BY DATE APPR "PA P of aoLor
341.01
341.15
340.39
340.20
339 992
I
340.49
340.81
340.74
340.33
339.65
3
3
SCALE
10 10 20
1"=10' xaoM w�3ossn
�� DATUM
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.
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 C28
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.
i6 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER
DETAIL ON DWG MD8.
17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1).
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.
2. SEE DWG MD8 FOR RAISED INTERSECTION DETAILS AND
CROSS -SECTIONS.
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
d e SIDEWALK PER CITY OF RENTON STD PLAN 102
WITH 2'x2' SAWCUT SCORING OVER 4" CSTC
DECORATIVE EXPOSED AGGREGATE TREATMENT
PER DETAIL ON DWG MD8
LANDSCAPE (SEE PP DRAWINGS)
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
SUNSET LANE NE IMPROVEMENTS
MISCELLANEOUS DETAILS
4/2016
MD6
25 �9