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LEGEND
13 110 CHANNELIZING DEVICES
FRo-,41- 2z,T -
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CLOSED
TRAFFIC CONTROL PLAN
SCALE: 1 "= 40' - O"
GENERAL NOTES
THE MAXIMUM SPACING BETWEEN CHANNELIZING
DEVICES IN A TAPER SHOULD BE NEARLY EQUAL
IN FEET TO THE SPEED LIMIT. THE MAXIMUM
SPACING BETWEEN CHANNELIZING DEVICES USED
TO SEPARATE TRAFFIC SHOULD BE 2 TIMES THE
SPEED LIMIT.
MINIMUM
TAPER
LENGTH (L) IN FEET
POSTED
SPEED (MPH)
25
30
35
40
45 50
55
0_10105
150
205
270
450
500
550
3 E11115
165
225
295
495
550
605
wW
12
125
180
245
1 320
540
600
660
SIGN SPACING
- X (FEET)
FREEWAYS
50/55 MPH 1000f
EXPRESSWAYS
RURAL ROADS
40/55 MPH 500f
URBAN ARTERIALS
URBAN STREETS
RESIDENTIAL &
25/35 MPH 250f
BUSINESS DISTRICTS
TRAFFIC CONTROL PLAN
FOUR -LANE DIVIDED: SHOULDER CLOSED
N.T.S.
0
0
0
0
0
NOTES
1. TRAFFIC CONES TO BE 28" HIGH
2. NO WORK IN THE RIGHT OF WAY
DURING PEAK HOURS (6:00 AM TO 8:00
AM AND FROM 3:00 PM TO 6:00 PM)
WARNER ENGINEERING
5122 Olympic Dr. NW
Suite B204
Gig Harbor, WA 98335
Office
(206)
858-8577
Fax
(206)
858-8579
T40??3S
CITY OF RE NTO N
APPR0V'—'-?,7N DEPARTlR1�T OF PUBLIC 110RK3
SOUND MITSUBISHI SUBARU
byL-
USED CARS
TRAFFIC CONTROL PLAN AND DETAILS
.Ao 7 DESIGNED: C.E.L. DATE: 01 /25 f 96 ALE NAME: TRAFCTRL
DRAWN: K.A.F.
�jONAL CHECKED: G _ E. W _ Ste=AS SHOWN FIELD BWK: PAGE:
EXPIRES 9/21 NO. REVISION BY APPR DATE APPROVED: SHEET: 11 OF. 12
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