Final Approved Plans WSDOT _Page_07E
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"B" 100+59.31 17.2'RT 1
ANGLE POINT
y "8" 100+60.5b 20.99'RT
BEGIN CURB & GUTTER
MATCH EXISTING
~ r B" iD0+63.96 31.1'RT 5
to , ~ BEGIN SIDEWALK
~ ~', MATCH EXISTING
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END SIDEWALK ~ O
d ~ _3 ~s ~ B" 100+36.34 40.25'RT ~d
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W ANGLE POINT W
W "A" 722+11.23 37.43'RT 1 W
(A I ANGLE POINT I I
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OI ANGLE POINT 1 IO
0+00 723+00 ALINE 724+0o N 51'33'50" E 725+OD 726+OD 7270
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j " END CURB AND GUTTER =
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"B" 99+32.34 25.32'RT "A" 723 s.ab 3, 3s.o'RT ~# CONSTRUCTION NOTES: PROPOSED PAVING LEGEND:
tf) I ANGLE POINT LUMINAI E BY OTHERS
/ 1 CONSTRUCT NEW PAVEMENT PER ROADWAY SECTIONS ON SHEET LG01.
~ / ~ ASPHALT PAVEMENT
~ ~ I 5 ~ ~ 2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER WSDOT STD. PIAN F-i
~ "B" 99+29.17, 15.16'RT 7 ~ CONCRETE SIDEWALK
CATCH BASIN 3 INSTALL SIDEWALK RAMP TYPE 1B AS PER WSDOT STD PLAN F-3a
RIM: 345.91
"B" 99+28.33 16.33'RT
BEGIN CURB AND GUTTER
"B° 99+28.36 14.97 RT i
BEGIN PAVING
CURB RETURN ELEVATION TABLE
TOP/FACE OF
CURB ELEVATIONS
N0. BEGIN STA. OFFSET BEGIN 1/2 ENO END STA. OFFSET RADIUS LENCTFI DELTA
2 "B° 99+28.33 16.33' RT. 346.41 346.55 346.62 °A° 722+57.54 28.OD' Ri. 45.0' 69.35' 88'18'19"
3 "B" 100+60.58 20.99'RT 347.46 347.39 347.31 "B" 100+36.34 4025'Ri 45.25' 31.59' '
CURB AND GUTTER
4 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F-3.
5 MATCH EXISTING SIDEWALK.
6 CONSTRUCT TYPE 1 EXTRUDED CURB PER WSDOT STD. PLAN F-2b.
7 RELOCATE EXISTING CATCH BASIN TO NEW FLOWLINE LOCATION. ADJUST TO FINAL
GRADE.
8 ADJUST EXISTING CATCH BASIN TO FINISHED GRADE ANO INSTALL SOLID LOCKING
350
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DATE
ONE INCN AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
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