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PROJECT TITLE:
8505 BOWDOIN WAY (ESPERANCE) UG PHASE II
PERMIT NUMBER:
1801BFUM.17_ROW_EDM_0301
ciTc rnnc.
1801BFUM.17
CONTACT PERSON:
Tercom Construction
Engineering Manager
Chris Bettencourt
9712 Waller Rd E
Tacoma, WA 98446
(Cell) 253.254.1004
(Fax) 253.538.0506
(Email) chrisb@tercomconstruction.com
SHEET INDEX:
Foresite Group
Permitting Manager
Arnaldo Blanco, PE
3000 East Cesar Chavez, Suite 400
Austin, TX 78702
(Office) 770.368.1399
(Fax) 770.368.1944
(Cell) 787.349.2960
(Email) ablanco@fg-inc.net
1 - COVER SHEET AND PROJECT LOCATION
2-13 - TRAFFIC CONTROL PLANS
CITY OF EDMONDS
Pine Ridge
Park
Yost Park
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PROJECT LOCATION
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SHEET: 1 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
ROAD
WORK
AHEAD
x
A W20-7a
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a
Main Street
WORK AREA.
X X 100'-200'
ROAD
W20-1 W20-7a
WORK
AHEAD
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65F11100
LENGTH (FEET)
155
200
250
305
360
425
495
570
645
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
TYPICAL PROTECTIVE VEHICLE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION(FEEF)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAXIMUMWEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DAN CE W ITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A P ROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
? , ROAD
WORK
AHEAD
100'-200' X X
a
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Construction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
II
ME
as
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (ORAS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/-
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
F12125
180
245
320
540
600
660
720
780
840
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SHEET: 2 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
Main Street
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
X X 100'-200'
W20-1 � W20-7a
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (M PH)
25
30
35
40
45
50
55
60
65F11100
LENGTH (FEET)
155
200
250
305
360
425
495
570
645
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
TYPICAL PROTECTIVE VEHICLE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAXIMUMWEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DAN CE W ITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A P ROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
bi4
SPEED
LIMIT
25
KING COUNTY METRO
II
ROAD
WORK
4HEAD
A W20-7a X I
WORK AREA\
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Construction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
IIIIIIIIIIIIIIIIIIIIIII
100'-200' X X
a
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (ORAS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/-
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
F12125
180
245
320
540
600
660
720
780
840
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Utility Services
verizon
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10,
SHEET: 3 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Construction.aspx
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
F235/45
30
60
5/30
20
40
W20-1
W20-7a
ROAD
WORK
AHEAD
100'-200' I X X
a a a
Main Street
ROAD
WORK
x I X 1 100'-200
7a
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
S PE ED(M PH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
1 200
1 250
1 305
1 360
1 425
1 495
570
1 645
1 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPE WI TH TMA
LOADED W EIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DAN CE W ITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRYPAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE IF NO TMA IS
USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE HELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45 / 55 MPH 500' +/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/-
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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 CONDITIO NS
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
:?IasTec
Utility Services
verizon'
FORESITE
kLff
T E R C 0 M
10
SHEET: 4 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
:U► 1011111i R rdirlottTell
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
Main Street
Is
RK
X I X 1 100'-200'
7a
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
S PE ED(M PH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
425
495
570
145
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
TYPICAL PROTECTIVE VEHICLE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAX IMU M WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DAN CE W ITH MANUFACTURER
REC OM ME N DATI ON)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A P ROTECTIV E VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE HELDTO SHIELD
WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED
1.
Act
a
"W20-7a
100'-200' X
:7
♦ t
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
as
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/-(ORAS PER MUTCO)
RURALHIGHWAYS 60 / 65 MPH 800' +/-
RURAL ROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/-
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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 CONDITIO NS
:-MasTec
Utility Services
verizon
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a
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
a
Main Street
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
S PE ED(M PH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
ROAD
WORK
AHEAD
W20-7a ^
rV7
x
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
"W20-7a
o 0x
i
a
X X 100'-200'
0-1 W20-7a
I
5ROAD
•1
x
x
ROAD
i
WORK
:7
a
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
•:MasTec
Utility Services
verizon'
FORESITE
T E R C 0 M
10
to
Y U
i
a
= SHEET: 6 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
:U► 10111RWANVITCti11
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
a
-- - - - - - - - - - - - - - - -
Main Street
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
11 t
a
-- - - - - - - - - - - - --
X X 100'-200'
LL
W20-1 W20-7a
I
ROAD
WORK
AHEAD
1,
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
W20-1
ROAD
WORK
100'-200' 1 X I X
a
LI
o
0
o
•
x
x
ROAD
i
WORK
:7
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
•:MasTec
Utility Services
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FORESITE
T E R C 0 M
10
to
Y U
i
a
= SHEET: 7 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
: ifface0iRrduIaTCA11
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
W 20-1
*W20-7aROADWORKAHEAD100'-200' XX
a
Main Street j INE�l
AR
X I X 1 100'-200'
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
S PE ED(M PH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LES.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
I
1
N
U
ROAD
le
1
WORK
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
•:MasTec
Utility Services
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FORESITE
T E R C 0 M
10
SHEET: 8 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
: ifface0iR rdiritatIT011
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
a
Main Street
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED(MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LES.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
X I X 1 100'-200'
I
1
t�
U
le ROAD
1
WORK
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
P-7a ROAD
WORKAHEAC100'-200'XX
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
•:MasTec
Utility Services
verizon'
FORESITE
T E R C 0 M
10
SHEET: 9 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
: ifface0iRrduIaTCA11
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
W 20-1
*W20-7aROADWORKAHEAD100'-200' XX
a
Main Street //f INE�l
AR
X I X 1 100'-200'
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
S PE ED(M PH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LES.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
I
1
ij
U
o
x
x
ROAD
WORK
W7
75
0
r-1
cV
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
•:MasTec
Utility Services
verizon'
FORESITE
T E R C 0 M
10
SHEET: 10 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA. SPEED
LIMIT
30
a
Main Street INED I=>
I l l l l l l l l l w WORK AREA
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED(MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LES.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
X I X 1 100'-200'
I
1
t�
U
le ROAD
1
WORK
W7
L
N
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
P-7a ROAD
WORKAHEAC100'-200'XX
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
•:MasTec
Utility Services
verizon'
FORESITE
T E R C 0 M
SHEET: 11 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Const ruction.as px
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1206-477-11SO (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SPEED
LIMIT
30
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
100'-200- 1 x I x
a a a
Main Street
x I x 1 100'-200'
7a
ROAD
WORK
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
S PE ED(M PH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
42-S
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADEDWEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LES.
SERVICETRUCK, FLATBED,
(MAXIMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
ROAD
WORK
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/55MPH 500'+/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
:?IasTec
Utility Services
verizon'
FORESITE
220
n
r Z
D
Z
0 n
r
SHEET: 12 OF 13
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
Main St � =>
x
ROAD
WO RK
x 1 100'-200'
\
\
\
\
CID \
-P-s \
7 \
co \
W20-1 \
ROAD
WORK
AHEAD \
f
\
\
W20-7a
No \ 1
o
No IIIII
1 IIIIIII I II
I
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
425
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
TYPICAL PROTECTIVE VEHICLE (WITH TMA)
STATIONARY
VEHICLE TYPEWITHTMA
LOADED WEIGHT(LBS)
OPERATION (FEET)
4YARD DUMPTRUCK,
MINIMUM WEIGHT15,000 LBS.
SERVICETRUCK, FLATBED,
(MAXIMUMWEIGHT SHALLBE IN
30 MIN.
ETC.
ACCOR DANCE WITH MANUFACTURER
RECOMMEN DATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A P ROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLESHALL BESTRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED
SIGN SPACING = X FEET
FREEWAYS & EXPRESSWAYS 50 / 70 MPH 1500' +/- (OR AS PER MUTCO)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45 / 55 MPH 500' +/-
RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/-
RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' +/-
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS, AND DRIVEWAYS
(2) THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS
z
�IIIIII9I IIIIU
Q njo �[
I
1�
*T
• / tio�
}
w2(
I ROAD
RK
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS
OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION
INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTra nsit/Construction.aspx
OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley
Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND
BUS STOP IMPACTS
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
7a
`/ ROAD
W ORK
100'-200' 1 x T x
212th St S W
MINIMUM TAPER LENGTH IN FEET
LANE
WIDT
25
30
35
POSTED SPEED LIMIT (MPH)
40 45 50 55 60 65 70
10
105
150
205
270
450
500
550
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
7a
ROAD
WORK
4
•:.IasTec
Utility Services
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