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STA 11 +34.11, 20.0 ' LT
-AP STA 11 +33.67, � 9.03' LT
STA 11+42 06 ❑1
STA 11 +82.86�8
STA 12+84.43, 14.00' LT
AP STA 12+84.36, 3.00' LT
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THE LOFTS
UNDER CONSTRUCTION
STA 13+84.00
L\
STA 12+13.68 7 STA 13+24.00 20' (TYP) STA 14+24.00
• — ; I`'I 6 TYP ..�. 12' .... 13 .... .... 14
](TYP)V6
:
�12 ADD 20' LONG
PARKING STALL
MAIN AVE S
E 3]
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19 � � ®b Im
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20' AP STA 11 +34.14, 2.00' RT \-STA 11 +82.43
(TYP) STA 11 +33.00, 15.00' RT Efl S4
AP STA 12+84.14, 8.00' RT
PLAN
0 10 20 40 60
SCALE IN FEET
e ►�
GENERAL NOTES
1.
REMOVE ALL EXISTING CONFLICTING CHANNELIZATION.
2.
ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION," LATEST EDITION.
3.
FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON
STANDARD PLANS UNLESS OTHERWISE NOTED.
4.
PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN.
5.
ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND
00
POST BASES PER COR STANDARD PLAN 129.
6.
FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND
,wL,
OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC
PLANS, SHEET 8.
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7.
MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED
++
GRADE.
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CHANNELIZATION
NOTES
NNIV
r ❑ WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN
S� H008.
DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS
(RPM) PER COR STANDARD PLAN H001.
ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR
STANDARD PLAN H002.
F6] 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL.
El
4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008
WITH RPM SUBSTITUTION, WHITE TYPE 1 RPMS AT 3' OC.
THERMOPLASTIC RAILROAD CROSSING SYMBOL PER WSDOT STANDARD
PLAN M-11.10-01.
Fl 2 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN
H 010.
SIGN SCHEDULE
SIGN NO.
STATION
OFFSET
DESIGNATION
REMARKS
S4
12+73.01
24.47' RT
PARKING
REMOVE
S5
13+00.01
23.43' LT
"ONE WAY"
REMOVE
S6
13+33.71
24.49' RT
"ONE WAY"
REMOVE
S7
13+97.00
24.40' RT
"ONE WAY" & PARKING
REMOVE
S8
14+37.56
24.12' RT
"ONE WAY" & PARKING
REMOVE