HomeMy WebLinkAboutP_Traffic_Control_20170950_v1S 3RD ST SHATTUCK AVE SV
T039's
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000
PHONE (CONTACT #)
TOW-AWAY AREA
50'
8'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCALASKA COMM.200 S 3RD STJT#246819TCP15 5MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
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ALL SIGNS ARE 36"x36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANE
WIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
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9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS