HomeMy WebLinkAboutT-229219LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
�I'I
POWER VAULT
STORM DRAIN MANHOLE
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
BRASS PLUG
UTILITY POLE ANCHOR
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
R/R CROSSING SIGNAL
SIGN
RIGHT OF WAY
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2. FOR SITE PREPARATION PLAN SEE SHEET 25.
.{ NEW OR RELOCATED SIGN AND POST 3• SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
MOUNTING AND INSTALLATION.
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING - CONDITION.
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
LW 182 +50
END TAPER 8' RT. & 12' LT. SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
7',f® -kr -1992
0
DATE: 0706/95 10:30..
DWG NAME: G: `\TRANS \1837012 \PLANS \_W_P24.DWG
JOB NO. 1837012
LW 182 +50 (RT.)
BEGIN REGRADE EXISTING DF
(SEE SHEET 2 FOR DETAILS)
20 0 20 40
1 " =20'
SCALE FEET
SEC. 32, T.24 N., R.5 E., W.M.
4" WHITE PAINT STRIPE
LW 185 +50 (LT.)
R9 -7 MOD (12 "x18
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BACK OF EXISTING
BRIDGF PAVEMFNT SEAT
- -- '-----96" SS -- --- 1...
�__� J_ -jr
185 +00
1 -1 N b S 30 °57 "23" W _.
1n %.
.............
LW 185 +00
BEGIN CENTER TAPER 2' LT.
BEGIN EDGE TAPER 12' LT.
BEGIN EDGE TAPER 8' RT.
LW 184 +60 RT.)
END REGRADE EXISTING DITCH
(SEE SHEET 2 FOR DETAILS)
Zwk ALPHA
In c.
REPLACEMENT (BY 0TH
I�
W
W
0
�H
0
I—
0
+
00
END EDGE T�PER 11' LT.
END EDGE TAPER 11' RT.
END OVERLAY
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