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CURB BULB DATA
CURVE
STATION (OFFSET)
FLOW LINE
ELEVATION
DESCRIPTION
13+03.33 (12.90' LT)
336.55
PC
C8
13+09.74 (10.00' LT)
336.47
PRC
R=10'
51+60.00 (20.00' LT)
335.63
PC
R=10'
C9
51+68.00 (16.00' LT)
335.75
PRC
51+76.00 (12.00' LT)
335.87
PT
R=10'
14+07.60 (10.00' LT)
335.26
PRC
R=10'
C10
14+14.07 (12.88' LT)
334.98
PRC
14+21.00 (16.00' LT)
334.65
PCC
R=10'
14+05.68 (10.00' RT)
335.71
PCC
R=10'
C11
14+13.63 (13.14' RT)
335.52
PRC
14+21.00 (16.00' RT)
335.29
PRC
R=10'
NW 1/ SEC 9, T 23 N, R 5 E, W.M.
CURB BULB DATA CURB BULB DATA (CONTINUED)
CURVE
STATION (OFFSET)
FLOW LINE
ELEVATION
DESCRIPTION
14+42.88 (16.00' LT)
333.70
PCC
R=10'
C12
14+49.80 (12.88' LT)
333.46
PRC
14+56.27 (10.00' LT)
333.24
PRC
R=10'
14+96.18 (16.00' RT)
332.02
PRC
R=10'
C13
15+03.55 (13.14' RT)
331.64
PRC
15+11.51 (10.00' RT)
331.24
PCC
R=10'
15+21.31 (10.00' RT)
330.81
PCC
R=10'
C14
15+29.26 (13.14' RT)
330.55
PRC
15+36.63 (16.00' RT)
330.34
PRC
R=10'
15+51.48 (10.00' LT)
329.36
PRC
E
15+57.95 (12.88' LT)
329.13
PRC
ER-
15+64.87 (16.00' LT)
328.92
PCC
CURVE
STATION (OFFSET)
FLOW LINE
ELEVATION
DESCRIPTION
15+86.75 (16.00' LT)
328.66
PCC
R=10'
C16
15+93.68 (12.88' LT)
328.61
PRC
16+00.15 (10.00' LT)
328.56
PRC
R=10'
15+86.75 (16.00' RT)
329.24
PRC
R=10'
C17
15+94.12 (13.14' RT)
329.09
PRC
16+02.07 (10.00' RT)
328.93
PCC
R=10'
16+76.22 (10.00' LT)
328.23
PC
R=10'
C18
16+83.36 (13.00' LT)
328.27
PRC
16+90.50 (16.00' LT)
328.31
PT
R=10'
16+76.22 (10.00' RT)
328.63
PC
R=11;]
C19
16+83.36 (13.00' RT)
328.76
PC
16+90.50 (16.00' RT)
328.89
PT
R/W
NO 2'x2' SAWCUT SCORING,
IN THIS SIDEWALK ZONE Cl
PROTECT EX CURB
AND GUTTER
\ \\ \- R/W
REPLACE HMA BETWEEN
I)
CURBS IN KIND
PL3 4+77.\
100 10.00' LT
-.! £�s.'', _ 24' WIDTH; 6' WINGS ` 1 O S
R/W S PLS
J 10 24' WIDTH; 6' WINGS
X 5 y/ `I'S /
�� -�44 PL2 / / N ��SS sg �£�'� / O \`� / \ \ / PL1
t') 0 14 \ ` + + 2 yy \
V G � •12 + 26 . ss ,1`
\% Q 1 4 6 + 7+ $ + 13�15 18 1 / PL5
y d 3 +1
C9 +* I +
��' � �.'�.. k,2 . 1 `-- -- - 15 � ---- + 29 32
4P KEY MAP
SUNSET LANE NE
--'UTILITY CONSTRUCTION NOTES
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER WSDOT STD PLAN F-10.12-03.
2j s? I 9,CL1 5 R/W 9 (� �, .` \ O CONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION
PER WSDOT STD PLAN F-10.12-03.
w� • • . ° 1 zi ' STA 14+96.18 1 UT \ ' O CONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND
16.50 RT TO 18.50 RT 5' \ r\ 22 Q GUTTER PER DETAIL ON DWG MDi.
? 1 -r / \ CONSTRUCT THICKENED CEMENT CONCRETE
SsT-`-S
DEPRESSED CURB
� G 22 \\ SS O4 SECTION PER DETAIL ON DWG MD1.
r
y \ / CONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND
STA 14+21.00 STA 15+36.63 r' \ -- _ Q O SIDEWALK PER DETAIL ON DWG MD1.
/ 1 16.50 RT TO 18.50 RT 16.50 RT TO 18.50 RT / i
R/W ,r \ �/ CONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON
M i Q % 0 17 do -- --- STA 15+86.75 / \ r(am/ O DWG MD1.
CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER
x CITY OF RENTON STD PLAN 101.
------- --- \\ - --;c �, r 3 Qi O INSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN
\
F-10.42-00.
spp � \ - �^ xO INSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT
\
/ - STD PLAN F-10.62-02.
C \\ �� CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B
r'9 o \ N T C17 �Q' 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC
3 s MD4 FOR H M 1 F R (SEE GENERAL NOTE 1).
ADDITIONAL INFORMATION ADDITIONAL INFORMATION �lv 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON
DWG MD2.
S \ �\ STA 16+90.50 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN
s 16.50 RT TO 18.50 RT 5 a F-45.10-01.
\ �G` 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2.
c
Os \� 1\ 3 Q` CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 2 LEGEND 14 CL 1/2" PG 64-22 OVER 4" CSTC.
SIDEWALK/DRIVEWAY POINT TABLE SIDEWALK/DRIVEWAY POINT TABLE 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22
2" HMA CL 1/2" PG 64-22 OVERLAY 3 OVER 4 CSTC.
SCALE SIDEWALK/DRIVEWAY POINT TABLE (CONTINUED) (CONTINUED) ®\ 4" CST n CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER
20 0 20 40
FEET
RECORD DRAWING7�
POINT
STATION
(OFFSET)
ELEVATION
25
15+33.39
(10.50'
LT)
329.93
26
15+37.44
(32.50'
LT)
330.48
27
15+38.00
(24.50'
LT)
330.34
28
15+39.10
(10.50'
LT)
330.23
29
15+64.87
(18.50'
LT)
329.45
30
15+73.53
(18.50'
LT)
329.35
31
15+73.59
(24.50'
LT)
329.44
32
15+78.03
(24.50'
LT)
329.38
33
15+78.10
(18.50'
LT)
329.29
34
15+86.62
(18.50'
LT)
329.24
35
16+90.50
(18.50'
LT)
328.88
HMA CL 1/2- PG 64-22 OVERLAY
LJ
ULIAIL UN Uwu MD8.
®2"
(FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT
17
O
INSTALL MONUMENT CASE AND COVER (SEE DWG AL1).
SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY)
6" HMA CL 1/2" PG 64-22 OVER 4" CSTC
18
ADJUST EXISTING MONUMENT CASE AND COVER.
19
ADJUST EXISTING CB.
9" HMA CL 1/2" PG 64-22 OVER 4" CSTC
20
ADJUST EXISTING MH.
SIDEWALK PER CITY OF RENTON STD PLAN 102
21
ADJUST EXISTING VALVE BOX.
WITH 2'x2' SAWCUT SCORING OVER 4" CSTC
DECORATIVE EXPOSED AGGREGATE TREATMENT
22
SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA).
PER DETAIL ON DWG MOB
GENERAL NOTES
�+ +
LANDSCAPE (SEE PP DRAWINGS)
1 SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL
-STA/OFF INFORMATION FOR POINTS ADJACENT TO THE -FILL- FILL LINE DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET
CURB LINE IS MEASURED TO THE TOP -BACK OF CURB PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB.
INFORMATION SHOWN. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS
o O E SOF -CUT- CUT LINE IN DRIVEWAY AREA.
ti
CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet o ` �� w BuruR � Mom. w ( CITY OF
61 r-zo• '°°'0s"' CITY OF RENTON 4/2016
AR
RENTON SUNSET LANE NE IMPROVEMENTS
800 424 - 5 5 5 5 206-436-0515 1 1-800-615-990 \ 49442 a e�N "
RFCIsrERE �1 DID 1/4/1 7 DID I
ATUMPL2
UTILITIES UNDERGROUND LOCATION CENTER 505 5thAvenue S, Suite 300 Fss/ONA� ENS\ 21t211g No. REVISION BY DATE gppR „RNE°o. oeKOEKKOEK u '-I..y Planning/B�ilding/Publle Works Dept.
Seattle, Washington 98104 P. DE BOLDT PAVING AND GRADING PLAN 15'9,
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
POINT
STATION
(OFFSET)
ELEVATION
1
51+60.00
(22.50'
LT)
336.16
2
14+21.00
(18.50'
LT)
335.18
3
14+29.65
(18.50'
LT)
334.80
4
14+29.72
(24.50'
LT)
334.89
5
14+34.16
(24.50'
LT)
334.70
6
14+34.19
(21.00'
LT)
3 6
7
14+38.55
(18.50'
LT)
334.42
8
14+42.88
(18.50'
LT)
4. 3
9
14+61.56
(32.50'
LT)
333.70
10
14+61.00
(24.50'
LT)
333.60
11
14+59.90
(10.50'
LT)
333.58
12
14+66.34
(24.50'
LT)
333.37
POINT
STATION
(OFFSET)
ELEVATION
13
14+65.61
(10.50'
LT)
332.83
14
14+87.66
(24.50'
LT)
332.44
15
14+88.39
(10.50'
LT)
331.84
16
14+92.44
(32.50'
LT)
332.35
17
14+93.00
(24.50'
LT)
332.21
18
14+94.10
(10.50'
LT)
332.09
19
15+06.56
(32.50'
LT)
331.74
20
15+06.00
(24.50'
LT)
331.64
21
15+04.90
(10.50'
LT)
331.62
22
15+11.34
(24.50'
LT)
331.41
23
15+10.61
(10.50'
LT)
330.87
24
15+32.66
(24.50'
LT)
330.53