HomeMy WebLinkAboutR-387516NW 34 SEC 9, T 23 N, R 5 E, W.M.
z
r - 5 v
WIDTH6' WINGS 10 ��' --- .�.
_ ' \ i � ss �/�\ /�� , 1,�,�.,•., + •+ + .q .26.. ��\- / Chi - % / lv
28.x
STA 18 19�00s
/ END SUPERELEVATION TRANSITION 1 a- �- � �.~�. � I f.' � �
/ FLOW EL (16.00' LT) - 330.66'17 _ ' _ - > / 7!-�1 _a / O /1
EL (S-LINE) 330.34' ',
y FLOW EL (14.40' RT) 330.05'
R/W Fj I R W A/
r f / ,.10
yy 0 tV C2 / y p yy k, -
�'� / STA 18+05.50
16.50 RT TO 18.50 RT
i r i
17
a - 6`c21 5 E SHEET MD5 FOR
N y/ 5 / >
w �+ �� I I� ADDITIONAL INFORMATION yy
STA 17+82.50 w a mow`" i 5 \ ��.
�`, 16.50 RT TO 18.50 RT u; �� 3
r r
��
STA 20+47.50 1 AA
/ / / STA 17+41.00 I� ' ' 16.50 RT TO 18.50 RT g /L�
17 BEGIN SUPERELEVATION TRANSITION I� I \
s �� / 4 G± Czy FLOW EL (16.00' LT) - 328.78'
EL (S-LINE) - 329.10' i i i Vv
F� �� FLOW EL (14.93' RT) - 329.40' I i i �� �'i i \ • 36
Q s v w 6 5 CJ
+36 .50 v�i� I i �� / 7
1, A 18.50 RT TO 18.50 RT Uir ii �� $ •�
GJ END PARKING CROSS -SLOPE TRANSITION I r `�` C�
FLOW EL - 328.47' I N LAN CURB BULB DATA (CONTINUED)
SIDEWALK/DRIVEWAY POINT TABLE SIDEWALK/DRIVEWAY POINT TABLE CURB BULB DATA MP�C
POINT
STATION (OFFSET)
ELEVATION
1
17+11.00 (18.50' LT)
329.00
2
17+11.00 (24.50' LT)
329.09
3
17+16.00 (24.50' LT)
329.14
4
17+16.00 (18.50' LT)
329.04
5
17+57.00 (18.50' LT)
329.62
6
17+57.00 (24.50' LT)
329.71
7
17+62.00 (24.50' LT)
329.80
8
17+62.00 (18.50' LT)
329.71
9
18+03.00 (18.50' LT)
330.85
10
18+03.00 (24.50' LT)
330.94
11
18+07.62 (24.50' LT)
331.12
12
18+07.70 (18.50' LT)
331.03
13
18+26.49 (18.50' LT)
331.75
14
18+56.81 (32.50' LT)
333.30
15
18+55.94 (24.50' LT)
333.14
16
18+54.11 (10.50' LT)
332.85
17
18+60.81 (24.50' LT)
333.37
18
18+59.60 (10.50' LT)
332.60
19
18+80.19 (24.50' LT)
334.26
20
18+81.40 (10.50' LT)
333.61
(CONTINUED)
POINT
STATION (OFFSET)
ELEVATION
21
18+84.19 (32.50' LT)
334.56
22
18+85.06 (24.50' LT)
334.48
23
18+86.89 (10.50' LT)
334.36
24
19+18.29 (18.50' LT)
335.96
25
19+26.64 (18.50' LT)
336.34
26
19+26.74 (24.50' LT)
336.44
27
19+30.77 (24.50' LT)
336.62
28
19+30.88 (18.50' LT)
336.54
29
19+39.23 (18.50' LT)
336.92
30
20+36.00 (18.50' LT)
339.04
31
20+56.50 (18.50' LT)
339.14
32
20+56.50 (24.50' LT)
339.23
33
20+61.50 (24.50' LT)
339.26
34
20+61.50 (18.50' LT)
339.17
35
20+91.00 (18.50' LT)
339.31
36
20+91.00 (24.50' LT)
339.40
37
20+96.00 (24.50' LT)
339.43
38
20+96.00 (18.50' LT)
339.34
•STA/OFF INFORMATION FOR POINTS ADJACENT TO THE
CURB LINE IS MEASURED TO THE TOP -BACK OF CURB
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. D E KO
\� AS
CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet
1 800 4 2 4 - 5 5 5 5 206-436-051511-800-615-990 2
\ F RFs9sr
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Washington Avenue S, Suite
300
�s/ANAL ENS\2�t2�1�
No.
CURVE
STATION (OFFSET)
FLOW LINE
ELEVATION
DESCRIPTION
17+36.50 (16.00' RT)
329.37
PC
R=10'
C20
17+43.64 (13.00' RT)
329.36
PRC
17+50.78 (10.00' RT)
329.34
PT
R=10'
17+68.22 (10.00' RT)
329.43
PC
R=10'
C21
17+75.36 (13.00' RT)
329.48
PRC
17+82.50 (16.00' RT)
329.53
PT
R=10'
18+05.50 (16.00' RT)
329.88
PC
R=10'
C22
18+13.04 (13.29' RT)
330.13
PRC
18+21.90 (10.00' RT)
330.52
FCC
R=10'
18+26.49 (16.00' LT)
331.22
FCC
R=10'
C23
18+33.23 (12.78' LT)
331.44
PRC
18+39.19 (10.00' LT)
331.66
PRC
R=10'
19+05.59 (10.00' LT)
334.72
PRC
R=10'
C24
19+11.55 (12.78' LT)
335.05
PRC
19+18.29 (16.00' LT)
335.43
FCC
R=10'
19+39.23 (16.00' LT)
336.39
FCC
R=10'
C25
19+45.97 (12.78' LT)
336.64
PRC
19+51.93 (10.00' LT)
336.84
PRC
R=10'
CURVE
STATION (OFFSET)
FLOW TINE
DESCRIPTION
70+57.17 (4.00' LT)
PRO
R=10'
C26
70+63.99 (6.92' LT)
33N
PRC
70+71.13 (10.00' LT)
ju �
FCC
R=10'
20+21.72 (10.00' LT)
3 .32
PC
R=10'
C27
20+28.86 (13.00' LT)
338.41
PRC
20+36.00 (16.00' LT)
338.51
PT
R=10'
20+33.22 (10.00' RT)
337.98
PC
R=10'
C28
20+40.36 (13.00' RT)
338.07
PRC
20+47.50 (16.00' RT)
338.17
PT
R=10'
LEGEND
2" HMA CL 1/2" PG 64-22 OVERLAY A
4" CST
®
2' HMA CL 1 2" PG 64-2 0 LAY
(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
SIDEWALK PER CITY OF RENTON STD PLAN 102
WITH 2'x2' SAWCUT SCORING OVER 4" CSTC
DECORATIVE EXPOSED AGGREGATE TREATMENT
PER DETAIL ON DWG MOB
SCALE
+ + + LANDSCAPE (SEE PP DRAWINGS)
20 0 20 40
FEET - FILL- FILL LINE
- CUT- CUT LINE
°M w
6�"'°
nccxc J RENTON
HUYLAR xn
DID 51 DID 1 "=20 CITY OF
DID 5 1 DID """" J. BEAN DATUM
LKM 2 13 16 DID -
D. DEKOEKKOEK Planning/Building/Public Works Dept.
REVISION BY DATE APPR P-D, DE aOLDT x.���oao,nPr
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 C26
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 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.
CITY OF RENTON
SUNSET LANE NE IMPROVEMENTS
PAVING AND GRADING PLAN
� 4/201 s
PL3
169