APPROVED ENG RESUB2 BLD2023-1599+TRAFFIC CONTROL+6.14.2024_11.55.27_AM+4323594SPENCE BLD2024-1599
TRAFFIC CONTROL PLAN
NORTH ROAD
CONSTRUCTION
AHEAD ( ) i PLAN TO BE USED IF LANE CLOSURE
W20-1SEE OTE 1 i IS NECESSARY. LANE CLOSURE
I ALLOWED 9 AM TO 3PM.
I
O ROAD E i IF CLOSING A LANE, WILL PROVIDE
AHEAD I SINGLE LANE CLOSURE WITH
>(W210-4) SEE OTE 1 i FLAGGERS FOR TRAFFIC CONTROL
I
I
CONTINUE SIGNAGE DOWN BOTH
DIRECTIONS OF 176TH ST SW
I
(W20-7 A) SEE NOTE 1
I
sroa I
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TABLE A
WORK AREA
SPENCE BUILDING SITE
17606 72ND AVE W
LTJ
TRUCK WITH
FLASHING OR WITH
FRD BEACON
<S>
Lu
NOTE: Q
1 DISTANCE BETWEEN SIGNS SHALL BE 100' z Q
FOR RESIDENTIAL STREETS (25 MPH) c I Q
TAPER LENGTH
(TABLE A)
I 0
I
I
I
LEGEND:Ef +
I SEE NOTE 1
I 0
0 FLASHING BEACON SHALL BE INSTALLED AT �
EACH SIGN FOR NIGHT-TIME USE. _T_ <
DISTANCES MAY VARY AS APPROVED BY THE i (W20-7 A)
ENGINEER. SEE NOTE 1
0 FLAGGERS REQUIRED TO CONTROL TRAFFIC I ONE LANE
WHENEVER THE CONTRACTOR MUST AHEAD
INTERRUPT TRAFFIC FLOW TO ACCESS THE
WORK SITE WITH MATERIALS OR EQUIPMENT. I
I SEE NOTE 1 (W20-4)
0 SIGN SIZE PER MUTCD OR PER APPROVAL
OF CITY ENGINEER i ROAD
CONSTRUCTION
0 CONE OR CHANNELIZING DEVICE (SEE STD AHEAD
713) I W20-1
176TH ST SW 176TH ST SW
SPENCE BLD2024-1599
TRAFFIC CONTROL PLAN ENGINEERING DIVISION BLD2023-1599 RESUB
APPROVED AS NOTED Jun 17 2024
ONDS
jt/l U/kxyt,. 07/15/2024 CITY M E T SERVICES
DEVELOPMENT SERVICES
vv DEPARTMENT
SPEED
(MPH)
TAPER LENGTH
(FT)
CONE SPACING
ALONG TAPER
(��
OFFSET WIDTH
10'
12'
25
105
125
25