Revised tcp-1.4.16.pdf
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES. 11'6.CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADEALL 'NO PARKS' TO BE
PLACED IN ADVANCE AND ONCE"NO PARKING" SIGNS TO BE PLACED 48HRS IN ADVANCE XX
LOCATION: ALONG 84TH AVE W FROM 228TH ST SW
1.ALL SIGN AND SPACING SHALL CONFORM TO THE THURSTONCOUNTY TRAFFIC CONTROL MANUAL FOR IN-STREET WORK.OF
ALL INTERSECTIONS TO BE TRAVELED THROUGH IN 2
EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION
2.PRIORITY PASSAGE FOR EMERGENCY VEHICLES SHALL BE
MGC TECHNICAL CONSULTING INC.
5.ALL SIGNS MIN. 30"X30" UNLESS SPECIFIED OTHERWISE.01
CABLE INSTALLATION TO TAKE APPROXIMATELY 5
BETWEEN 7AM -9AM AND 3PM - 6PM WEEKDAYS UNLESS
8.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH
9.LAW ENFORCEMENT OFFICER MAY BE USED IN LIEU OF STRAND AND LASH FIBER CABLE TO EXISTING
3.PROTECTIVE VEHICLE RECOMMENDED - MAY BE WORK
SHEET:
CABLE IS PLACED, 'NO PARKS' TO BE REMOVED
TABLE (USE TABLE FROM THURSTON COUNTY TC)FLAGGERS TO CONTROL INTERSECTION TRAFFIC.
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
WITH HOURS OF RESTRICTION AND PERMIT
MINUTES AND TO BE TIMED WITH TRAFFIC.
FROM THURSTON COUNTY DOT AND TC.
MINUTES AT EACH UTILITY POLE.
INTERSECTIONS AND DRIVEWAYS
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
JOSEPH.MORTON@ZAYO.COM
CONFIDENTIAL/PROPRIETARY
10100434
LANE WIDTH AT ALL TIMES.
SCOPE OF WORK:
PROVIDED AT ALL TIMES.
INFORMATION POSTED.
GENERAL NOTES:
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
TO 231ST ST SW.
PROJECT NOTES:
ZAYO ENGINEER:
22651 83RD AVE SME: TBD BY CITY
DRAWING NAME:DRAWING NAME:DRAWING NAME:
UTILITY POLES.
ZAYO CONTACT:
KENT, WA 98032
IMMEDIATELY.
PERMIT #: TBD
C. 253.255.1917
CONTACT:
JOE MORTON
LOCATION:LOCATION:LOCATION:
VEHICLE.
NO.NO.NO.----
333222111
G20-2
R
W20-1
Know what's
WARNING SIGN
IN INCHES
30X3048X48
MIN SIZE30X30
3.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS
2.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.
CHANNELIZING DEVICE SPACING IN FEET (MAXIMUM)
TANGENT
80
50
30
VEHICLE BARRICADES & DRUMSOTHER**
SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.
TAPER (S)
W20-1
15
30
20
1.WORK VEHICLE AND PROTECTIVE VEHICLE SHALL USE WARNING BEACONS.
SPEED LIMIT X 2
SPEED LIMIT X 2
SPEED LIMIT X 2
TANGENT
CLASS III - ALL PARTIALLY OR FULL CONTROLLED ACCESS ARTERIAL STREETS
G20-2
2 SPEED LIMIT
31ST SPEED LIMITSPEED LIMIT
ST S
W TAPER (S)
TABLE XI-1
CLASS I - CENTRAL BUSINESS DISTRICT UNIVERSITY DISTRICT
TAPER LENGTH (L)
12'
200500
90
LANE WIDTH
W
E
** VERTICAL BARRICADE, CONES, TUBULAR GUIDEPOSTS
IN FEET
V
A
10'
150
400
75
H
T
4
8
* ADVANCED WARNING SIGNS IF FEASIBLE
WARNING SIGN SPACING
150
75
C
CLASS II - ARTERIAL STREETS
IN FEET
150
300
1
B
-
0
2 ROAD CLASS DEFINITIONS
2
W
-
300
150
OPERATION NOTES
*
0
A
2
G
G20-2
W20-1
CLASS
ROAD
OF
III
II
I
TRAFFIC CONTROL - MOVING OPERATIONS DETAIL
TRUCK MOUNTED ATTENUATOR
WARNING BEACON - REQUIRED
ARROW PANEL - (TYPE "B"
W
E
(RECOMMENDED)
V
CAUTION MODE")
A
H
T
LEGEND
4
8
ROLL AHEAD DISTANCES VARY AND SHALL BE DETERMINED IN FIELD BASED ON
G20-2
T005
W20-1
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
USE OF A TRUCK MOUNTED ATTENUATOR RECOMMENDED
ON WORK OPERATION AND SITE SPECIFIC CONDITIONS.
22
8TH
ST S
W
W20-1
G20-2
SIGN LEGEND
1
-
2
-0
02
2
W
G
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES. 11'6.CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADEALL 'NO PARKS' TO BE
PLACED IN ADVANCE AND ONCE"NO PARKING" SIGNS TO BE PLACED 48HRS IN ADVANCE XX
LOCATION: ALONG 231ST ST SW FROM 88TH AVE W
1.ALL SIGN AND SPACING SHALL CONFORM TO THE THURSTONCOUNTY TRAFFIC CONTROL MANUAL FOR IN-STREET WORK.OF
ALL INTERSECTIONS TO BE TRAVELED THROUGH IN 2
EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION
2.PRIORITY PASSAGE FOR EMERGENCY VEHICLES SHALL BE
MGC TECHNICAL CONSULTING INC.
5.ALL SIGNS MIN. 30"X30" UNLESS SPECIFIED OTHERWISE.
02
CABLE INSTALLATION TO TAKE APPROXIMATELY 5
BETWEEN 7AM -9AM AND 3PM - 6PM WEEKDAYS UNLESS
8.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH
9.LAW ENFORCEMENT OFFICER MAY BE USED IN LIEU OF STRAND AND LASH FIBER CABLE TO EXISTING
3.PROTECTIVE VEHICLE RECOMMENDED - MAY BE WORK
SHEET:
CABLE IS PLACED, 'NO PARKS' TO BE REMOVED
TABLE (USE TABLE FROM THURSTON COUNTY TC)FLAGGERS TO CONTROL INTERSECTION TRAFFIC.
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
WITH HOURS OF RESTRICTION AND PERMIT
MINUTES AND TO BE TIMED WITH TRAFFIC.
FROM THURSTON COUNTY DOT AND TC.
MINUTES AT EACH UTILITY POLE.
INTERSECTIONS AND DRIVEWAYS
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
JOSEPH.MORTON@ZAYO.COM
CONFIDENTIAL/PROPRIETARY
10100434
LANE WIDTH AT ALL TIMES.
SCOPE OF WORK:
PROVIDED AT ALL TIMES.
INFORMATION POSTED.
GENERAL NOTES:
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
PROJECT NOTES:
TO 84TH AVE W.
ZAYO ENGINEER:
22651 83RD AVE SME: TBD BY CITY
DRAWING NAME:DRAWING NAME:DRAWING NAME:
UTILITY POLES.
ZAYO CONTACT:
KENT, WA 98032
IMMEDIATELY.
PERMIT #: TBD
C. 253.255.1917
CONTACT:
JOE MORTON
LOCATION:LOCATION:LOCATION:
VEHICLE.
NO.NO.NO.----
333222111
R
Know what's
WARNING SIGN
IN INCHES
30X3048X48
MIN SIZE30X30
3.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS
2.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.
G20-2
G20-2
CHANNELIZING DEVICE SPACING IN FEET (MAXIMUM)
TANGENT
80
50
30
VEHICLE BARRICADES & DRUMSOTHER**
SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.
TAPER (S)
15
30
20
84T
H AVE W
1.WORK VEHICLE AND PROTECTIVE VEHICLE SHALL USE WARNING BEACONS.
SPEED LIMIT X 2
SPEED LIMIT X 2
SPEED LIMIT X 2
TANGENT
W20-1
W20-1
CLASS III - ALL PARTIALLY OR FULL CONTROLLED ACCESS ARTERIAL STREETS
SPEED LIMIT
SPEED LIMITSPEED LIMIT
TAPER (S)
TABLE XI-1
CLASS I - CENTRAL BUSINESS DISTRICT UNIVERSITY DISTRICT
TAPER LENGTH (L)
12'
200500
90
LANE WIDTH
W
S
** VERTICAL BARRICADE, CONES, TUBULAR GUIDEPOSTS
IN FEET
T
S
10'
T 150
400
75
S
1
3
2
* ADVANCED WARNING SIGNS IF FEASIBLE
WARNING SIGN SPACING
150
75
C
CLASS II - ARTERIAL STREETS
IN FEET
150
300
B
ROAD CLASS DEFINITIONS
1
-
2
0
-
300
150
OPERATION NOTES
*
2
0
A
2
W
G
CLASS
ROAD
OF
III
II
I
2
TRAFFIC CONTROL - MOVING OPERATIONS DETAIL
-
0
1
2
-
0
G
2
W
W
S
T
S
TRUCK MOUNTED ATTENUATOR
WARNING BEACON - REQUIRED
T
S
1
ARROW PANEL - (TYPE "B"
3
2
(RECOMMENDED)
CAUTION MODE")
LEGEND
ROLL AHEAD DISTANCES VARY AND SHALL BE DETERMINED IN FIELD BASED ON
T005
W20-1
G20-2
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
USE OF A TRUCK MOUNTED ATTENUATOR RECOMMENDED
ON WORK OPERATION AND SITE SPECIFIC CONDITIONS.
88TH AVE
W
G20-2
W20-1
W
S
T
S
SIGN LEGEND
D
N
2
3
2
1
-
2
0
-
2
0
2
W
G
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
03
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
G20-2
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
CONFIDENTIAL/PROPRIETARY
10100434
W20-1
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
806040
ZAYO ENGINEER:
X
DRAWING NAME:DRAWING NAME:DRAWING NAME:
W3-4
LOCATION:LOCATION:LOCATION:
231ST ST SW
HIGH SPEED ROADWAY.
X
TAPER
NO.NO.NO.----
W20-7
SHOULD BE 20' O.C.
333222111
403020
(RECOMMENDED).
R
50 / 7035 / 4525 / 30
ZONE.
MPH
NOTES
Know what's
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
L
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
WORK AREA 10'X10'
SIGN SPACING = X (FEET)
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
RURAL HIGHWAYS
TRAFFIC CONTROL PLAN #03 - USE SET-UP WHERE APPLICABLE ALONG 231ST ST SW (EAST & WEST BOUND LANE)
URBAN STREETS
RURAL ROADS
DESIGNATED.
conditions.
660720780840
6570
-
---
-
WORK AREA 10'X10'
605660
60
MINIMUM TAPER LENGTH = L (feet)
550
55
Posted Speed (mph)
150205270450500165225295495550180245320540600
253035404550
SIGN LEGEND
SCOPE OF WORK
105115125
Lane Width
(feet)
101112
70
STATIONARY
-
OPERATION
100 MAX.
L
30 MIN.
(FEET)
FLAGGER OR SPD OFFICER FOR CONTROLLED
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
PROTECTIVE VEHICLE (RECOMMENDED)
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
W12-1 OR SEQUENTIAL ARROW PANEL
ACCORDANCE WITH MANUFACTURER
25303540455055SIGN LOCATION AND SIGN NUMBER
-
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
425
RECOMMENDATION)
7
-
360
0
2
CHANNELIZING DEVICES
X
BUFFER DATAW
(LBS)
305
2
-
4
-
0
2503
2
X
G
W
INTERSECTION
200
1
-
0
2
155
W
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
TMAW20-1
88TH AVE W
1
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
04
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
G20-2
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
JOE MORTON
23221 EDMONDS WAY
1
EDMONDS, WA 98206
-
0
X
CONFIDENTIAL/PROPRIETARY
10100434
2
W
W
S
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
T
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
4
806040 S
-
X
ZAYO ENGINEER:
3
DRAWING NAME:DRAWING NAME:DRAWING NAME:
T
S
W
1
3 LOCATION:LOCATION:LOCATION:
2
7
HIGH SPEED ROADWAY.-
0
2
TAPER
NO.NO.NO.----
SHOULD BE 20' O.C.
W
333222111
403020
(RECOMMENDED).
R
50 / 7035 / 4525 / 30
ZONE.
MPH
NOTES
Know what's
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
WORK AREA 10'X10'
FREEWAYS & EXPRESSWAYS
RURAL HIGHWAYS
TRAFFIC CONTROL PLAN #04 - USE SET-UP AT INTERSECTION OF 231ST ST SW & 88TH AVE W (WEST BOUND LANE)
URBAN STREETS
RURAL ROADS
DESIGNATED.
conditions.
11' MIN
XX
W20-1
W20-7
2' MIN
W3-4
G20-2
660720780840
6570
-
---
-
L
11' MIN
11' MIN
605660
60
88TH AVE W
MINIMUM TAPER LENGTH = L (feet)
G20-2
W20-1
W20-7
W3-4
550
55
Posted Speed (mph)
150205270450500165225295495550180245320540600
XX
253035404550
11' MIN
SIGN LEGEND
SCOPE OF WORK
L
105115125
Lane Width
(feet)
101112
70
STATIONARY
-
OPERATION
100 MAX.
30 MIN.
(FEET)
FLAGGER OR SPD OFFICER FOR CONTROLLED
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
PROTECTIVE VEHICLE (RECOMMENDED)
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
W12-1 OR SEQUENTIAL ARROW PANEL
ACCORDANCE WITH MANUFACTURER
25303540455055SIGN LOCATION AND SIGN NUMBER
-
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
425
RECOMMENDATION)
7
-
0
X
360
2
CHANNELIZING DEVICES
W
BUFFER DATA
(LBS)
305
2
4
-
-
0
3 X
250
2
W
G
INTERSECTION
200
1
-
0
2
155
W
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
TMAW20-1
1
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
05
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
G20-2
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
JOE MORTON
23221 EDMONDS WAY
1
EDMONDS, WA 98206
-
0
X
CONFIDENTIAL/PROPRIETARY
10100434
2
W
W
S
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
T
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
4
806040 S
-
X
ZAYO ENGINEER:
3
DRAWING NAME:DRAWING NAME:DRAWING NAME:
T
S
W
1
3 LOCATION:LOCATION:LOCATION:
2
7
HIGH SPEED ROADWAY.-
0
2
TAPER
NO.NO.NO.----
SHOULD BE 20' O.C.
W
333222111
403020
(RECOMMENDED).
R
50 / 7035 / 4525 / 30
ZONE.
MPH
NOTES
Know what's
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
RURAL HIGHWAYS
TRAFFIC CONTROL PLAN #05 - USE SET-UP AT INTERSECTION OF 231ST ST SW & 88TH AVE W (WEST BOUND LANE)
URBAN STREETS
11' MIN
RURAL ROADS
DESIGNATED.
conditions.
XX
W20-1
W20-7
W3-4
G20-2
660720780840
6570
-
---
-
605660
60
88TH AVE W
MINIMUM TAPER LENGTH = L (feet)
G20-2
W20-1
W20-7
W3-4
550
55
Posted Speed (mph)
150205270450500165225295495550180245320540600
XX
253035404550
2' MIN
WORK AREA 10'X10'
SIGN LEGEND
11' MIN
SCOPE OF WORK
105115125
Lane Width
(feet)
101112
L
70
STATIONARY
-
OPERATION
100 MAX.
30 MIN.
(FEET)
FLAGGER OR SPD OFFICER FOR CONTROLLED
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
PROTECTIVE VEHICLE (RECOMMENDED)
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
W12-1 OR SEQUENTIAL ARROW PANEL
ACCORDANCE WITH MANUFACTURER
25303540455055SIGN LOCATION AND SIGN NUMBER
-
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
425
RECOMMENDATION)
7
-
0
X
360
2
CHANNELIZING DEVICES
W
BUFFER DATA
(LBS)
305
2
4
-
-
0
3 X
250
2
W
G
INTERSECTION
200
1
-
0
2
155
W
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
TMAW20-1
1
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
06
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
CONFIDENTIAL/PROPRIETARY
10100434
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
806040
ZAYO ENGINEER:
DRAWING NAME:DRAWING NAME:DRAWING NAME:
LOCATION:LOCATION:LOCATION:
X
1
-
HIGH SPEED ROADWAY.
0
2
W
TAPER
NO.NO.NO.----
SHOULD BE 20' O.C.
333222111
403020
X
(RECOMMENDED).
4
-
3
W
W
S
7
T
-
R
S
0
50 / 7035 / 4525 / 30
2
ZONE.
T
MPH
W
S
NOTES
1 Know what's
3
2
2
-
0
2
G
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
OPEN DRIVEWAYS
CONTRACTOR TO MAINTAIN
FREEWAYS & EXPRESSWAYS
RURAL HIGHWAYS
URBAN STREETS
RURAL ROADS
DESIGNATED.
conditions.
TRAFFIC CONTROL PLAN #06 - USE SET-UP WHERE APPLICABLE ALONG 232ND ST SW (WEST BOUND LANE)
2' MIN
CONTRACTOR TO MAINTAINOPEN DRIVEWAYS
660720780840
6570
-
---
11' MIN
WORK AREA 10'X10'
-
605660
60
MINIMUM TAPER LENGTH = L (feet)
550
55
Posted Speed (mph)
OPEN DRIVEWAYS
CONTRACTOR TO MAINTAIN
150205270450500165225295495550180245320540600
253035404550
L
SIGN LEGEND
SCOPE OF WORK
105115125
Lane Width
(feet)
101112
7
-
0
X
2
70
STATIONARY
-
OPERATIONW
100 MAX.
30 MIN.
(FEET)
FLAGGER OR SPD OFFICER FOR CONTROLLED
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
4
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
X
3
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
PROTECTIVE VEHICLE (RECOMMENDED)
W
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
W12-1 OR SEQUENTIAL ARROW PANEL
1
ACCORDANCE WITH MANUFACTURER
25303540455055-SIGN LOCATION AND SIGN NUMBER
-
0
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE2
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
W
425
RECOMMENDATION)
90TH AVE W
360
CHANNELIZING DEVICES
BUFFER DATA
(LBS)
305
250
232ND ST SW
INTERSECTION
200
2
155
-
0
2
4 YARD DUMP TRUCK,
G
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
TMAW20-1
1
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
07
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
X
1
-
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
0
2
W
W
S
2
-
T
X
0
S
2
4
-G
T
3
JOE MORTON
S 23221 EDMONDS WAY
EDMONDS, WA 98206
W 1
3
CONFIDENTIAL/PROPRIETARY
10100434
2
7
-
0
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
2
W
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
806040
ZAYO ENGINEER:
DRAWING NAME:DRAWING NAME:DRAWING NAME:
LOCATION:LOCATION:LOCATION:
HIGH SPEED ROADWAY.
TAPER
NO.NO.NO.----
SHOULD BE 20' O.C.
333222111
403020
(RECOMMENDED).
R
50 / 7035 / 4525 / 30
ZONE.
MPH
NOTES
Know what's
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
TRAFFIC CONTROL PLAN #07 - USE SET-UP AT INTERSECTION OF 90TH AVE W & 232ND ST SW (WEST BOUND LANE)
RURAL HIGHWAYS
URBAN STREETS
RURAL ROADS
DESIGNATED.
conditions.
11' MIN
660720780840
6570
-
---
-
605660
60
MINIMUM TAPER LENGTH = L (feet)
550
90TH AVE W
55
Posted Speed (mph)
2' MIN
WORK AREA 10'X10'
150205270450500165225295495550180245320540600
253035404550
W20-1
W20-7
W3-4
11' MIN
XX
SIGN LEGEND
SCOPE OF WORK
105115125
L
Lane Width
(feet)
101112
70
STATIONARY
-
OPERATION
100 MAX.
30 MIN.
(FEET)
FLAGGER OR SPD OFFICER FOR CONTROLLED
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
PROTECTIVE VEHICLE (RECOMMENDED)
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
W12-1 OR SEQUENTIAL ARROW PANEL
ACCORDANCE WITH MANUFACTURER
25303540455055SIGN LOCATION AND SIGN NUMBER
-
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
7
LONGITUDINAL BUFFER SPACE = B
-
425
0
232ND ST SW
X
2
RECOMMENDATION)
W
360
CHANNELIZING DEVICES
BUFFER DATA
(LBS)4
-
305
X
3
W
250
INTERSECTION
1
-
0
200
2
W
155
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
TMAW20-1
2
-
0
2
G
1
70-STATIONARYOPERATION30 MIN.100 MAX.XX
(FEET)
OF
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
MGC TECHNICAL CONSULTING INC.
-
08
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHEET:
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE2
-
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
0
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
2
G
ACCORDANCE WITH MANUFACTURER
25303540455055
-
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
425
RECOMMENDATION)
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
360
CONFIDENTIAL/PROPRIETARY
10100434
BUFFER DATA
(LBS)
305
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
250
806040
ZAYO ENGINEER:
DRAWING NAME:DRAWING NAME:DRAWING NAME:
200
LOCATION:LOCATION:LOCATION:
155
NO.NO.NO.----
TAPER
333222111
403020
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
1
-
0
X
2
TMA
R
W
50 / 7035 / 4525 / 30
MPH
Know what's
232ND ST SW
4
-
X
3
1
W
7
(OR AS
-
CONTRACTOR TO MAINTAIN
0
PER MUTCD
25 MPH or LESS100' +/- (2)
200' +/- (2)
2
60 / 65 MPH800' +/-45 / 55 MPH500' +/-
350' +/-
W
64
35
CONTRACTOR TO MAINTAIN
660720780840 OPEN DRIVEWAY
1500'
6570
---
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
-
(1) All spacing may be adjusted to accommodate interchange ramps,
OPEN DRIVEWAY
55 / 70 MPH35 / 40 MPH25 / 30 MPH
605660
-
60
(2) This spacing may be reduced in urban areas to fit roadwayMINIMUM TAPER LENGTH = L (feet)
SIGN SPACING = X (FEET)
550
55
Posted Speed (mph)
150205270450500165225295495550180245320540600
253035404550
SIGN LEGEND
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
TRAFFIC CONTROL PLAN #08 - USE SET-UP AT INTERSECTION OF EDMONDS WAY & 232ND ST SW (WEST BOUND LANE)
WORK AREA 10'X10'
11' MIN
SCOPE OF WORK
RURAL HIGHWAYS
URBAN STREETS
105115125
RURAL ROADS
DESIGNATED.
conditions.
Lane Width
(feet)
101112
PLACE SIGN AT NEAREST
PLACE SIGN AT NEAREST
INTERSECTION
INTERSECTION
R9-11a
2' MIN
X
X
2
-
0
2
R9-11a
WORKING IN INTERSECTION.
G
SIGNAL TO BE SET TO FOURWAY RED FLASHING MODE.
OFFICER REQUIRED WHEN
7
1
-
-
4
0-
0
23
2
WW
W
YA
W
S
DN
O
M
D
E/4
0
1-
RS
1
4
7
-
-
-
0
3
0
X
2X
2
W
W
W
3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.
2
-
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
0
64
2
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
G
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
FLAGGER OR SPD OFFICER FOR CONTROLLED
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
7
-
0
2
X
W
PROTECTIVE VEHICLE (RECOMMENDED)
W12-1 OR SEQUENTIAL ARROW PANEL
4
-
3
SIGN LOCATION AND SIGN NUMBER
X
W
1
-
0
2
W
CHANNELIZING DEVICES
2
-
HIGH SPEED ROADWAY.
0
2
G
INTERSECTION
SHOULD BE 20' O.C.
(RECOMMENDED).
LEGEND
ZONE.
NOTES
W20-1
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
09
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
G20-2
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
CONFIDENTIAL/PROPRIETARY
10100434
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
806040
ZAYO ENGINEER:
DRAWING NAME:DRAWING NAME:DRAWING NAME:
LOCATION:LOCATION:LOCATION:
HIGH SPEED ROADWAY.
TAPER
NO.NO.NO.----
SHOULD BE 20' O.C.
333222111
403020
(RECOMMENDED).
R
50 / 7035 / 4525 / 30
ZONE.
W20-1
MPH
NOTES
Know what's
X
W9-1R
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
X
64
W4-2R
35
SR-104/EDMONDS WAY
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
SIGN LEGEND
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
L
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
CONTRACTOR TO ESCORT
PEDESTRIANS THROUGH
TRAFFIC CONTROL PLAN #09 - USE SET-UP AT INTERSECTION OF EDMONDS WAY & 232ND ST SW (NORTH BOUND LANE)
WORK AREA 10'X10'
WORK AREA 10'X10'
2' MIN
RURAL HIGHWAYS
WORK ZONE.
URBAN STREETS
11' MIN
RURAL ROADS
DESIGNATED.
conditions.
660720780840
6570
-
---
11' MIN
-
605660
60
MINIMUM TAPER LENGTH = L (feet)
550
55
Posted Speed (mph)
232ND ST SW
W20-1
150205270450500165225295495550180245320540600
253035404550
1
-
0
2
SCOPE OF WORK
W
105115125
Lane Width
(feet)
101112
70
STATIONARY
-
OPERATION
100 MAX.
30 MIN.
(FEET)
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
FLAGGER OR SPD OFFICER FOR CONTROLLED
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
PROTECTIVE VEHICLE (RECOMMENDED)
ACCORDANCE WITH MANUFACTURER
25303540455055
-
W12-1 OR SEQUENTIAL ARROW PANEL
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
SIGN LOCATION AND SIGN NUMBER
425
RECOMMENDATION)
360
BUFFER DATA
(LBS)
305
1
CHANNELIZING DEVICES
-
0
2
250
W
200
INTERSECTION
155
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
2
TMA
-
0
2
W20-1
G
1
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.XX
OF
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
10
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
SHEET:
35
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
1
-
CONFIDENTIAL/PROPRIETARY
10100434
X
0
2
W
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
806040
R
ZAYO ENGINEER:
X 1 DRAWING NAME:DRAWING NAME:DRAWING NAME:
-
9
W
LOCATION:LOCATION:LOCATION:
HIGH SPEED ROADWAY.
R
X 2
-
TAPER
4 NO.NO.NO.----
SHOULD BE 20' O.C.
333222111
403020
W
(RECOMMENDED).
1
-
3
R
R
50 / 7035 / 4525 / 30
ZONE.
MPH
NOTES
Know what's
2
-
0
(OR AS
2
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
G
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
CONTRACTOR TO MAINTAIN L
at-grade intersections, and driveways.
OPEN SIDEWALKS
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
TRAFFIC CONTROL PLAN #10 - USE SET-UP AT INTERSECTION OF EDMONDS WAY & 232ND PL SW (NORTH BOUND LANE)
RURAL HIGHWAYS
URBAN STREETS
RURAL ROADS
DESIGNATED.
conditions.
SIGN LEGEND
2' MIN
W
S
L
P
2' MIN
D
660720780840
N
6570
-
---2
1
3
-
2
0
2
W
X
-
2
-
11' MIN
3
R
605660
60
MINIMUM TAPER LENGTH = L (feet)
11'
550
55
Posted Speed (mph)
150205270450500165225295495550180245320540600
253035404550
WORK AREA 10'X10'
OPEN SIDEWALKS
CONTRACTOR TO MAINTAIN
SCOTT.MORRISON@ZAYO.COM
SCOPE OF WORK
SCOTT MORRISON
22651 83RD AVE S
ZAYO CONTACT:
105115125
KENT, WA 98032
C. 206.596.7988
SR-104/EDMONDS WAY
Lane Width
(feet)
101112
70
STATIONARY
-
OPERATION
100 MAX.
30 MIN.
(FEET)
LANE CLOSURE (FOR MULTI-LANE ROADWAY)
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
FLAGGER OR SPD OFFICER FOR CONTROLLED
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
PROTECTIVE VEHICLE (RECOMMENDED)
ACCORDANCE WITH MANUFACTURER
25303540455055
-
W12-1 OR SEQUENTIAL ARROW PANEL
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
SIGN LOCATION AND SIGN NUMBER
425
RECOMMENDATION)
360
BUFFER DATA
(LBS)
305
1
CHANNELIZING DEVICES
-
0
2
250
W
2
-
0
2002
INTERSECTION
G
155
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
LEGEND
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
SPEED (MPH)
TMA
W20-1
1
232ND ST SW
1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.W20-1
X
MGC TECHNICAL CONSULTING INC.
APPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFIC
X
6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.
7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPER
64
F
SHEET:
X
35
O
2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.
4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.
5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'
1
W9-1
10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg10100434 - EDMONDS WAY - TCPS.dwg
1
9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALL
G20-2
X
W4-2
JOE MORTON
23221 EDMONDS WAY
EDMONDS, WA 98206
CONFIDENTIAL/PROPRIETARY
10100434
X
W20-7
TANGENT
CHANNELIZING DEVICE SPACING (FEET)
ENGINEERING FIRM:ENGINEERING FIRM:ENGINEERING FIRM:
PROJECT NUMBER:PROJECT NUMBER:PROJECT NUMBER:
806040
ZAYO ENGINEER:
DRAWING NAME:DRAWING NAME:DRAWING NAME:
X
W3-4
LOCATION:LOCATION:LOCATION:
HIGH SPEED ROADWAY.
TAPER
NO.NO.NO.----
SHOULD BE 20' O.C.
333222111
403020
(RECOMMENDED).
L
R
11' MIN
50 / 7035 / 4525 / 30
ZONE.
MPH
NOTES
Know what's
(OR AS
PER MUTCD
200' +/- (2)25 MPH or LESS100' +/- (2)
60 / 65 MPH800' +/-45 / 55 MPH500' +/-350' +/-
64
35
1500'
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE
WORK AREA 10'X10'
(1) All spacing may be adjusted to accommodate interchange ramps,
55 / 70 MPH35 / 40 MPH25 / 30 MPH
(2) This spacing may be reduced in urban areas to fit roadway
SIGN SPACING = X (FEET)
2' MIN
at-grade intersections, and driveways.
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
11' MIN
RURAL ROADS, URBAN ARTERIALS
FREEWAYS & EXPRESSWAYS
RURAL HIGHWAYS
URBAN STREETS
RURAL ROADS
DESIGNATED.
conditions.
L
W3-4
TRAFFIC CONTROL PLAN #11 - USE SET-UP WHERE APPLICABLE ALONG 232ND PL SW (EAST BOUND LANE)
X
W20-7
70
STATIONARY
-
OPERATION
100 MAX.
30 MIN.
(FEET)
X
6065
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
-
W4-2
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
-
W
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
S
X
L
ACCORDANCE WITH MANUFACTURER
25303540455055
-
W9-1
P
(MAXIMUM WEIGHT SHALL BE IN
TYPICAL PROTECTIVE VEHICLE
MINIMUM WEIGHT 15,000 LBS.
D
(WITH TMA) LOADED WEIGHT
LONGITUDINAL BUFFER SPACE = B
425
N
2
RECOMMENDATION)
X
W20-1
3
2 W20-1
360
SIGN LEGEND
BUFFER DATA
(LBS)
305
250
200
155
4 YARD DUMP TRUCK,
TYPICAL PROTECTIVE
VEHICLE TYPE WITH
SERVICE TRUCK,
FLAT BED, ETC.
LENGTH (FEET)
LANE & BIKE LANE CLOSURE (FOR MULTI-LANE ROADWAY)
SPEED (MPH)
TMA
G20-2
1
FLAGGER OR SPD OFFICER FOR CONTROLLED
660720780840
6570
----
PROTECTIVE VEHICLE (RECOMMENDED)
-
W12-1 OR SEQUENTIAL ARROW PANEL
SIGN LOCATION AND SIGN NUMBER
605660
60
Y
A
MINIMUM TAPER LENGTH = L (feet)
W
S
D
550
55
N
O
Posted Speed (mph)
M
D
CHANNELIZING DEVICES
150205270450500165225295495550180245320540600 E
/
253035404550
4
0
1
-
R
S
INTERSECTION
LEGEND
SCOPE OF WORK
105115125
W20-1
Lane Width
(feet)
101112