HomeMy WebLinkAboutT-229217LEGEND (EXISTING)
NOTES:
SAN. SEWER CLEANOUT
FIRE HYDRANT
" SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
2 LF, 12" PIPE, S = .005
REGRADE DITCH TO MATCH PIPE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
TELEPHONE VAULT
STORM DRAIN CULVERT
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
REMOVE AND REPLACE EXISTING PIPE
POWER VAULT
STORM DRAIN MANHOLE
FOR CHANNELIZATION MARKERS DETAIL.
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
%'RG -44/ -2,191
LEGEND (PROPOSED)
NOTES:
PROPOSED PAVEMENT WIDENING
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
4" BROKEN WHITE PAINT STRIPE
2. FOR SITE PREPARATION PLAN SEE SHEET 23.
BEAM GUARDRAIL
3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
2 LF, 12" PIPE, S = .005
REGRADE DITCH TO MATCH PIPE
MOUNTING AND INSTALLATION.
NEW OR RELOCATED SIGN AND POST
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
48 LF, 12" PIPE, S = .040
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
REMOVE AND REPLACE EXISTING PIPE
6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002
FOR CHANNELIZATION MARKERS DETAIL.
CB #2, TYPE 2, 54"
7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034
STA. 176 +50, 19' RT.
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
REMOVE AND REPLACE EXISTING CATCH BASI �� Pc� �cTSsrs eE°�w� /�9r
N 7
` S97 ENS
ONAt 7
�' 7,
8. SEE CITY OF RENTON STANDARD PLAN H009
11/6/96 '
FOR BIKE LANE SYMBOL.
SEE SHEET 2 FOR
SSMH
SKIP SINGLE YELLOW, TYPE 1
AND TYPE 2d LANE MARKERS (TYP.)
Ld
H r
w
SEC. 32, T.24 N., R.5 E., W.M.
01111111"14��
36 LF, 18" PIPE, S = .30
REMOVE EXISTING PIPE, IF ENCOUNTRED
35 LF, 18" PIPE, S = .045
BIKE LANE SYMBOL (TYP.) REMOVE EXISTING PIPE, IF ENCOUNTRED
(SEE NOTE 8) LW 176 +04 19' LT.
TERMINAL END DESIGN G
-36" s WI- TH- TYPE -Q- ANCHOR -_ss' s------ -- -- -- _ - - - --
(SEE NOTE 7)
4 ®WHITE PAINT STRIPE
N 39 °48.02" F
LW 172 +50 RT.
R7 -9 '(12' x18') S MH
40'R
W! I
CONC. ANCHOR
CB #3, TYPE 2, 54"
STA. 176 +50. 16' RT
(SEE NOTE 7)
--W W -I
oo
b =
U
F-
o
O
+
T
4" WHITE PAINT STRIPE
`.
V,
1-W 175 +70 RT.
R7 -9 12 x18
LAKE WASHINGTON BLVD.
REMOVE AND REPLACE EXISTING CATCH BASIN
\
4" BROKEN WHITE PAINT STRIPE
" �A \V REGRADE DITCH TO MATCH PIPE
~
4" WHITE PAINT STRIPE
(ACROSS DRIVEWAY ONLY)
2 LF, 12" PIPE, S = .005
REGRADE DITCH TO MATCH PIPE
\\
\k
S IX
VIEW. plot
DATE: 07/06/95 10:33"
DWG NAME: G:\TRANS\1837012\PLANS\LW—P22.DWG
JOB NO. 1837012
20 0 20 40
SCALE FEET
CB #1, TYPE 2, 54 "'A
STA. 176 +02, 27' RT.
A
�, �� �� \ 42 LF-j -12" PIPE, S = .020
ti
REMOVE AND REPLACE
REMOVE AND REPLACE EXISTING CATCH BASIN
- EXISTING PIPE
4" BROKEN WHITE PAINT STRIPE
" �A \V REGRADE DITCH TO MATCH PIPE
ROLL 149
LIMIT OF OVERLAY
(FEATHER TO MATCH)
CB #1, TYPE 2, 54 "'A
STA. 176 +02, 27' RT.
A
�, �� �� \ 42 LF-j -12" PIPE, S = .020
ti
REMOVE AND REPLACE
REMOVE AND REPLACE EXISTING CATCH BASIN
- EXISTING PIPE
4" BROKEN WHITE PAINT STRIPE
" �A \V REGRADE DITCH TO MATCH PIPE
LIMIT OF OVERLAY
(FEATHER TO MATCH)
S IX
48 LF, 12" PIPE, S = .040
REMOVE AND REPLACE EXISTING PIPE
S
y
CB #2, TYPE 2, 54"
�A
STA. 176 +50, 19' RT.
\, A 22774 e
REMOVE AND REPLACE EXISTING CATCH BASI �� Pc� �cTSsrs eE°�w� /�9r
N 7
` S97 ENS
ONAt 7
�' 7,
11/6/96 '
ANALPHA Engineering Group, Inc.