HomeMy WebLinkAboutT-22921ALEGEND (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
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.
0 PROPOSED PAVEMENT WIDENING 2, FOR SITE PREPARATION PLAN SEE SHEET 26.
NEW OR RELOCATED SIGN AND POST 3. SEE CITY OF RENTON STANDARD PLAN GO12 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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL.
7WO - fir/ a j Rd
DATE: 070/06/95 10:27 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW- P25.DWG
JOB N0, 1837012
20 0 20 40
1 " =20'
SCALE FEET
SEC. 32 T.24 N., R.5 E., W.M.
R9 -7 MOD (12 "x18 ")
SEE SHEET 2 FOR DETAIL (TYP.)
4' WHITE PAINT STRIPE
4,. G - -_
FH
SEC. 29 T.24 N., R.5 E., W.M.
/_A IN
1 h
W J
(n
70'R _
U
�LW 190 +03.16 P.C.- - - N o
BEGIN CENTER LINE CURVE RADIUS ---Coo f
END SKIP SIRGCE YELL -QW MARKERS F
BEGIN DOUBLE YELLOW MARKERS
LW 191 +60 LT
LW 189 +75 1O'RT.) - ___.- R9 -7 (12 °x18 ")
BEGIN EDGE LINE CURVE RADIUS
DOUBLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS
4° WHITE PAINT STRIPE
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Zwk ALPHA Engineering Group, Inc.