HomeMy WebLinkAboutP_Traffic_Control_20170502_v1NWA0
ALL CONTROL SETUP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL. MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M,U.T.C,D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SEPCIAU2£D GUIMLINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION, R IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
THE D --SIGNED TRAFFIC CONTROLS CONTAINED WITFIIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROJED
BY TH-- PUBLIC AUTHORITY HAVING JURISDICTION
CONSTRUCTION NOTE`
1 DRIVEWAYS WILL BE MADE ACCESSABLE WHILE
WORK IS IN PROGRESS
�2 THIS IS A MOBILE PROJECT, EACH SITE WILL BE
_ WORKED ON SEPARATELY
Channelizing Device Spacing - - -
POSTED SPEED LIMIT (MPH)
25-30 35 — 45 50 - 70
Length (feet) 20 30 40
Tangent (feet) 40 60 80
LONGITUDINAL BUFFER SPACE = B
_. _
sP�o 25 30 3540 45 50 1 55 1 60 1 -T--T 70
LTM 155 200 250;3051360 425149515701780 840
MINIMUM TAPER LENGTH IN FEET = L
LANE _ POSTED SPEED LIMIT (MPH)
'""D1H 25 30 35 _40 45 50 55 60 65 70
10 105 1501205 270 450 500 550 1
11 11506012251295 495 550 605 660— — i
112 a 12511801245 320 540 600 660 720 780 840
'— SIGN SPACING X {FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500'+1-MA3PMWAM
RURAL HIGHWAYS 60165 MPH 800' +/-
RURAL ROADS 45/55 MPH _ 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ -
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS 25/30 MPH 200'+/-
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48"x48" 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 PIT ROADWAY CONDI'T'IONS.
[AERIAL WORK AND UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE
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ALL CONTROL SET-UP, SKIN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C. D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SEPCIALIZED GUIDUNES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
THE DESIGNED TRAFFIC CONTROLS CONTAINED WTfHIN
THIS TCP WILL NOT BE 04PLF-MENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
p
i CONSTRUCTION NOTE
1 DRIVEWAYS WILL BE MADE ACCESSABLE WHILE
WORK IS IN PROGRESS
{ 2 THIS IS A MOBILE PROJECT, EACH SITE WILL BE
\_ WORKED ON SEPARATELY
6 L Channelizing Device Spacing -
POSTED SPEED LIMIT (MPH)
I 25-30 35 - 45 50 - 70
{ Length (fom)` . __20 300
-
40
Tangent (test) 40 60
80
LONGITUDINAL BUFFER SPACE = B�
SPEED 25 30 ' 35 140145 50 55 60 65 170
LENGTH 155 200 250 305 360 425 495 5701780 840
I
MINIMUM TAPER LENGTH IN FEET = LI
LANE POSTED SPEED LIMIT (MPH)
1N1 m 25 30 35 40 45 50 55 60 65 70
�'� 17906
10 1051150 205 270-450 500 550
11 115 160 225' 2951495 550 6051660
-
12 125 180 245 320 540 600 660 720 780 840
SIGN SPACING = X (FEET)
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FREEWAYS 8 EXPRESSWAYS 50/70 MPH 1500•+/-IonA3aewlnaIl
-�
RURAL HIGHWAYS 60/65 MPH 800' +/-
---- —�
RURAL ROADS 45/55 MPH 500' +I-
f 5•
RURAL ROADS &URBAN ARTERIALS 35/40 MPH 350' +/-
-'
RURAL ROADS
& URBAN ARTERIALS
25/30 MPH 200' +/-
RESIDENTAL & BUSINESS DISTRICTS
/
URBAN STREETS 25 MPH OR LESS 1 DO' +/-
ALL SIGNS ARE 48"x4B" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
j
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
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(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. j
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