HomeMy WebLinkAboutR-387526FLOW EL �4' (EX)
Q 340.21
17
13
w 16
z Z
15
w
o Z 154 GRADE
J D
a
W e + J K
Cn
Z 13 DD + J
12
tl) 1 9 + G H
1 8
e10 1
a
9
2 ..
D°
3.. 5
D
+
+
+ ++
-.
++
++
+
+
+ + +
-F
pa
D • .' 7
6
-
-
D 12
c
L L
r7.
N
1
a6
C
F
(12.00' LT)
(36.87' LT)
28
GRADE BREAK
FUTURE DETECTABLE
WARNING SURFACES
BY OTHERS
CR9-CURB RETURN DATA
FLOW EL t 348.73 (EX)
340.42
18
20
19
+
21
13
22
+
F
+
23
+
eF
+
BEGIN TRANSITION RAMF
D
p
+
+
FLOW EL = 340.56
+
CURB BULB DATA
+
+
+
.°
+
+
24
+
e
+
+
+
+
+
+
D
+
+
+
e
+
+ +
25
+
+ +
2726
+ + 34+ 37
C
NE 1OTH ST & SUNSET LANE NE
R L
VERTICAL
PC =
STA 23+90.90 (18.08' Ef)
FLOW LINE
r
=
89'42'18"
PC=
R =
25.00'
1 /4=
L =
39.14'
1 /2=
T =
24.87'
3/4=
PT =
STA 24+15.90 (34.87' LT)
PT =
CENTER RADIUS - STA 23+90.90 (35�-^-o=T
Wv
(37.13' LT)
1 339.72
340.02
340.15
340.22
340.23 (12.00' LT)
(37.00' LT)
GRADE BREAK
CR10-CURB RETURN DATA
R L
VERTICAL
PC =
STA 24+35.90
FLOW LINE
0 =
90' 17'42"
PC= 349.27
R =
25.00'
1 /4= 340,45-
L =
39.40'
1 /2= 4�
T =
25.13'
3/4= '
PT =
STA 24+60.90 44.. 4 -'6:. -
PT =
CENTER RADIUS - STA 24+60.90 (36.90' L-T�
* L T C R D * 0 L I S C U I
INTERSECTION INTERSECTION
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 0�.
F
\ 49442lp p �"
T0NAL EENG\�21t21I
24+04.30 (15.89' LT'
24+10.33 (21.26' LT,
24+12.56
24+15.50
24+36.32
24+39.26 (24.50' LT)
24+42.33 (20.28' LT)
24+48.30 (15.41' LT)
(12.50' LT)
(12.50' LT)
(12.00' LT)
(15.06' LT)
24+15.83
24+36.00
(15.07' LT)
(12.00' LT)
SIDEWALK/DRIVEWAY POINT TABLE
POINT
STATION (OFFSET)
ELEVATION
1
23+76.04 (32.50' LT)
340.31
2
23+76.04 (24.50' LT)
340.19
3
2 +04.35 (2 .50' LT
34 34
4
24194.29 (, T
5
24+10.35 (24.50' LT)
340.23
s
24119.32 T4
(1
7
^44-. 4.50' LT)
8
24+02.39 (32.50' LT)
340.45
9
24+04.40 (34.50' LT)
340.49
10
24+10.39 (32.50' LT)
340.35
11
24+15.78 (32,e15^e 6T)
340i6
12
24+10.42 (38.47' LT)
340.41
13
24+04.42 (39.44' LT)
340.52
14
24+14.48 (50.95' LT)
15
24+09.50 (55.03' LT)
16
24+09.52 (59.03' LT)
349.89
17
24+09.56 (66.03' LT)
MATCH EX
18
24+47.11 (74.97' LT)
MATCH EX
19
24+48.61 (74.97' LT)
MATCH EX
20
24+52.61 (74.95' LT)
MATCH EX
21
24+58.40 (74.92' LT)
MATCH EX
22
24+48.57 (67.97' LT)
341.16
23
24+59.00 (67.50' LT)
MATCH EX
24
24+59.00 (47.50' LT)
342.79 (EX)
25
24+48.40 (34.50' LT)
340.73
26
24+50.39 (32.50' LT)
340.79
27
24+42.39 (32.50' LT)
340.61
28
4+4ear(32.50' LT)
29
24+42.35 (24.50' LT)
340.66
30
24.3-2 ---- -
349.47
31
241 42.32 ___ _
32
24+48.35 (24.50' LT)
340.77
33
34
24+63.00 (32.50' LT)
341.36
35
24+63.00 (24.50' LT)
36
24+63.00-�
37
24+69.00 (32.50' LT)
38
24+69.00 (24.50' LT)
39
24+69.00-4440'-6,TT
RAISED INTERSECTION DATA
POINT
STATION (OFFSET)
ELEVATION
A
23+90.90 (1949'' 6r4
B
23+90.90 (0.00')
339.96
C
23+90.90 (10.00' RT)
339.76
D
24+02.90
E
24+02.90 (0.00')
340.52
F
24+02.90 (10.00' RT)
340.32
G24
15.90(35.00' LT)
340.27
H
24+25.90 (35.00' LT)
340.32
1
(35.00, LT)
J
24+15.96 (47.00' LT)
340.00
K
24+25.96 (47.00' LT)
340.05
L
24+35.96 (47.00' LT)
340.00
M
24+48.90 (!3,97-N}
N
24+48.90 (0.00')
340.99
0
24+48.90 (10.00' RT)
340.79
P
24+60.90(1668' EFL
(0.0
30.
R
24+60.90 (10.00' RT)
340.55
* FLOW LINE ELEVATION IF AT CURB
mmxeJ HUYLAR
J. BEAN
1 LKM 2 21 16 DID nmxmD. DEKOEKKOEK
N0. REVISION BY I DATE I APPR "PA P DE BOLDT
w�3 ss„
�� DATUM
340.11
340.17
340.19
340.25
340.56
340.68
340.72
340.91
340.32
340.49
340.59
340.74
341.24
341.06
341.51
341.39
340.71
339.72
340.10
340.27
340.75
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 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 MOB.
17 INSTALL MONUMENT CASE AND COVER (SEE DWG ALl).
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 MOB 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)
L LONGITUDINAL JOINT WITH TIE BARS PER DETAIL
ON DWG MD1
T TRANSVERSE JOINT WITH DOWELS PER DETAIL
ON DWG MD1
RECORD DRAWING
340.51
THIS RECORD DRAWING WAS PREPARED USING
SCALE
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
10 0 10 20
FEET
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
® CITY OF
CITY OF RENTON
IMP
SUNSET LANE NE IMPROVEMENTS
RENTON
Planning/Building/Public Works Dept
MISCELLANEOUS DETAILS
�B0/2016
MD7
7.0 26 9