HomeMy WebLinkAboutR-387514NW 1/ SEC 9, T 23 N, R 5 E, W.M.
II
MATCH
LINE STA 26+00,
LCURB
SEE
DWG PL5
STA 10+53.90 32.00' LT)
R=227.79'
AND SIDEWALK BY OTHERS
17- 1 8 tO
BEGIN TRANSITION TO DEPRESSED
INSTALL HMA TO MATCH EX GUTTER
I
N _ 19 \
I
CURB SECTION
-------
14
21
_-
w
25' WIDTH; 6' WINGS T 10
�
/ CROWN EL=344.17
r
3 SUNSET LANE
NE 21
z
z z
STA 25+74.00 47.00'
* *
R/W
5>.
tJ,J
END EXTRUDED CURB
+ I+
++
101
•.. ++
+
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+ + + + + + + +
FILL
1 L
w z
6
11 12
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FLOW EL = 3+?-9�342.96-343.72 * * * *
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21
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RETAINING WALL 8
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AP STA 25+63.38
CROWN EL = 343.16
17 +
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C4BEGIN
1
*
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+
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S-LINE STA 10+00
+++I.
++ N
STA 25+13.50 47.00' LT
BEGIN EXTRUDED CURB
* +
`zb
LF
FILL
Z
FLOW EL = 341.94 34132
+ + +
+ +
FILL
®
e
6
17
.50
R/W
19
I
I c�
R/W
14
2
3 I 'CROWN EL = 341.75
I
1 I
SS - W - S
STA 24+79.00 10.00' LT
10
- - - -
J G
G -6££-� G
V
20' WIDTH; 6' WINGS1s
N
�i
----
/ SHEET MD9 FOR
MATCH LINE STA 24+75,
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/
ADDITIONAL INFORMATION
Q
SEE DWG PL4
TRANSITION TO DEPRESSEDSECTION
/
CEND
URB
SEE
SHEET MD3 FOR
END TRANSITION TO TRAFFIC
CURB AND GUTTER
ADDITIONAL
INFORMATION
STA 11+37.75 32.00' LT
BEGIN TRANSITION TO TRAFFIC
CURB AND GUTTER
CURB BULB DATA
CURVE
STATION (OFFSET)
FLOW LINE
ELEVATION
DESCRIPTION
10+59.00 (10.00' LT)
341.27
PC
Cl
10+61.12 (15.12' LT)
341.32
PT
R=3'
10+51.07 (25.17' LT)
341.60
PC
C2
10+53.90 (32.00' LT)
341.67
PT
R-4
11+37.75 (32.00' LT)
340.13
PC
C3
11+39.87 (31.12' LT)
340.06
PT
R=3'
11+58.07 (12.93' LT)
339.07
PC
C4
11+65.14 (10.00' LT)
338.69
PT
R=10'
12+51.95 (10.00' LT)
336.88
PC
C5
12+54.07 (15.12' LT)
336.94
PT
R=3'
12+42.02 (27.17' LT)
337.25
PC
EC7
12+44.85 (34.00' LT)
337.32
PT
R=4'
12+87.10 (32.37' LT)
336.96
PCC
12+88.98 (31.25' LT)
336.93
PT
R=3'
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 1-800-615-9!
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
SIDEWALK/DRIVEWAY POINT TABLE
POINT
STATION
(OFFSET)
ELEVATION
1
24+89.00
(47.50'
LT)
2
24+89.00
(32.50'
LT)
34
2.02
3
4+ 9. 0
4. 0'
T
341.90
4
24+89.00
12.50
LT
341.22
-
5
24+95.00
(32.50'
LT)
342.17
342.24
6
4 5. 0
4. 0'
T
342.05
7
24+95.001-
12.50,
LT
341.87
8
2 6 0
5 0
T
3 .9 (
9
25+64.00
(47.00'
LT)
346.44 (EX)
10
25+68.00
(32.50'
LT)
343.81
11
25+68.00
(24.50'
LT)
3 3.
12
25+68.00
(16.50'
LT)
344.40
343.811
13
25+74.00
(47.0C
LT)
4 . 4
14
25+74.00
(32.50'
LT)
344.02
15
25+74.00
(24.50'
LT)
3 3.
16
25+74.00
(16.50'
LT)
344.08F�LOWLINE
17
25+99.00
(24.50'
LT)
18
25+99.00
(16.50'
LT)
344.707LOWLINE
*STA/OFF INFORMATION FOR POINTS ADJACENT TO THE
CURB LINE IS MEASURED TO THE TOP -BACK OF CURB
DEKO
` AS
0
om
3
� 2
49442
EGISTERE��C`' 1
S�NAL ECG 2'12�1q No. REVISION
LEGEND
2" HMA CL 1/2" PG 64-22 OVERLAY A
4" CST
,n
®
2 HMA CL 1 2" PG 64-2 0 LAY
(FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT
SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY)
O
6" HMA CL 1/2" PG 64-22 OVER 4" CSTC
I
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 MD8
+�+ +
LANDSCAPE (SEE PP DRAWINGS)
- FILL-
FILL LINE
- CUT-
CUT LINE
SCALE
20 0 20
FEET
40
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 AL,).
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.
o ""w�3 ss» O CITY OF RENTON a/tots
61 1"=2° xa""`�LN9p CITY OF SUNSET LANE NE IMPROVEMENTS
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AID 5 18 DID RENTON
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JJH 9 14 16 DID - DATUM
D. DEKOEKKOEK PL1
BY DATE APPR Px - Planning/Building/Public Works Dept. c
"` CEP. DE aoLDr PAVING AND GRADING PLAN �" �" 14 "g,