HomeMy WebLinkAboutT-229218-
LEGEND (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 iF'
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 24.
NEW OR RELOCATED SIGN AND POST 3. SEE CITY OF RENTON STANDARD PLAN 0021 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 HO02
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN HOD9
FOR BIKE LANE SYMBOL.
SEC. 32 T.24 N., R.5 E., W.M. LW 181 +80
BEGIN TAPER 10' RT. & 10' LT
180+ -00
eering Group, Inc.
m
_110
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LO
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LIMIT OF OVERLAY-
(FEATHER-f6 MATCH)
ROLL 149
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LW 177 +80 (LT.)
R9 -7 MOD (12"x18 ")
SEE SHEET 2 FOR DETAIL (TYP.)
LIMIT OF OVERLAY
LW 175 +`i1.45 O, T. S.
(FEATHER TO MA CH)
\
4' BROKEN WHITE
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PAINT STRIP'
35'R
WHITE PAINT STRIPE
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(ACROSS DRIVEWAY ONL
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LAKE
WASHINGTON BLVD.
LIMIT OF OVERLAY
(FEATHER TO MATCH)
BIKE LANE SYMBOL
(TY .)
(SEE NOTE 7)1
LW 1
9 +70 R'.
R7 —
(12"x18 "i
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DATE: V1.1,5\ 06/ 10: 31om
DWG NAME: S 1837012 \PLANS \Lw_P23.DWG
JOB NO. 1837072
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SEC. 32 T.24 N., R.5 E., W.M. LW 181 +80
BEGIN TAPER 10' RT. & 10' LT
180+ -00
eering Group, Inc.
m
_110
O
o �
o O
O
LO
Q
LIMIT OF OVERLAY-
(FEATHER-f6 MATCH)
ROLL 149
SEC. 32 T.24 N., R.5 E., W.M. LW 181 +80
BEGIN TAPER 10' RT. & 10' LT
180+ -00
eering Group, Inc.
m
_110
O
o �
o O
O
LO
Q
LIMIT OF OVERLAY-
(FEATHER-f6 MATCH)
T- ??9 ?/8
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