HomeMy WebLinkAboutT-229206LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
ND TAPER END GABION WALL
'
BEGIN TAPER 11' LT. & 9' RT.
TELEPHONE VAULT
STORM DRAIN CULVERT
0
POWER VAULT
STORM DRAIN MANHOLE
LT. & 9' RT.
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)
PROPOSED PAVEMENT WIDENING
BEAM GUARDRAIL
® GABION WALL
d NEW OR RELOCATED SIGN AND POST
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 6.
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.
*404-�
7V6 - k /- s: 91
VIFW: PLOT
DATE: 07 /06 /9'. 11'.14 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW_P5.DWC
JOB N0. 1837012
20 0 20 40
1 " =20'
SCALE FEET
ANALPHA Engineering Group, Inc.
ROLL 1 149 075
(SEE SHEET 2 FOR DETAIL)
SHEET: 31 OF 53
LW 86 +00
LW 86 +50 LW 87 +50f 22' LT.
LW 88 +00
LW 88 +70
BEAM GUARDRAIL 4" WHITE PAINT STRIPE
ND TAPER END GABION WALL
'
BEGIN TAPER 11' LT. & 9' RT.
END TAPER 10' LT. & 10' RT.
TYPE 1 (TYP.)
0
LT. & 9' RT.
"TAPER
F F
F F
F
F
Vn
o
_
U
H
p
(
Q
O
O
}
+
00
Q
(n
Cn
LAKE WASHINGTON BLVD.
BIKE LANE SYMBOL (TYP.)
SKIP SINGLE YELLOW, TYPE 1 AND
4" WHITE PAINT STRIPE
LW `•
(SEE NOTE 7)
TYPE 2d LANE MARKERS (TYP.)
R7-
LW 87 +00 RT.
R7 -9 (12 "x18 ")
LW 90 +50
- -- - --
RT.
- _-
7V6 - k /- s: 91
VIFW: PLOT
DATE: 07 /06 /9'. 11'.14 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW_P5.DWC
JOB N0. 1837012
20 0 20 40
1 " =20'
SCALE FEET
ANALPHA Engineering Group, Inc.
ROLL 1 149 075
(SEE SHEET 2 FOR DETAIL)
SHEET: 31 OF 53