1802BHDM.34_ROW_EDM_1316__TCP.pdfgroup
PROJECT TITLE:
(SALTWATER_PARK34) EDMONDS UG PHASE
PERMIT NUMBER:
1802 B H D M .34_ROW_E DM_1316
QITG (-r)FW,
1802BHDM.34
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
2-5 - TRAFFIC CONTROL PLANS
CITY OF EDMONDS
243rd PI SW
243rd PI SW
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PROJECT LOCATION
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Utility Services
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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.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
LENGTH (FEET)
155
200
250
305
360
425
495
570
+451'100
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
-200' 1 X
IBM
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0
V
4
x
W20-7a
x
W 20-1
ROAD
WORK
i
7a W20-1
ROAD
WORK
x
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
a 244t" St S W
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
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
:-MasTec
Utility Services
verizon
,-VKLN I t
T E R C 0 M
10,
SHEET: 2 OF 5
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.
x
ROAD
WORK
Q
x 1 100'-200'
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
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPI CAL PROTECTIVE
TYPI CAL PROTECTIVE VEHIC LIE (WITH TMA)
STATIONARY
VEHICLE TYP E WI TH TMA
LOADED WEIGHT(LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LES.
SERVICETRUCK, FLATBED,
(MAX IMU M WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DAN CE W ITH MANUFACTURER
RECOMMENDATION)
ROLLAHEAD STOPPING DISTANCE ASSUMES DRYPAVEMENT.
* A P ROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD
WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
x I x
ROAD
WORK
ROAD
WORK
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
0
VS
a
IN
244" St SW
:?IasTec
Utility Services
verizon'
FORESITE
SIGN SPACING = X
(FEET)
REEWAYS & EXPRESSWAYS
50 / 70 MPH
1500' +/-(OR AS PER MUTCO)
URALHIGHWAYS
60/65MPH
800'+/-
URALROADS
45/55MPH
500'+/-
UAL ROADS & URBAN ARTERIALS
35 / 40 MPH
350' +/-
UAL ROADS & URBAN ARTERIALS
ESIDENTIAL & BUSINESS DISTRICTS
25 / 30 MPH
200' +/-
RBAN STREETS
25 MPH OR LESS 100' +/-
LLL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
L) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
JTERSECTIONS, AND DRIVEWAYS
?) THE SPACING MAN NS
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
T E R C 0 M
10
SHEET: 3 OF 5
TRAFFIC CONTROL PLAN
I
:-"IasTec
IUtility
Services
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
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verizon
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GENERAL NOTES:
0
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
Ln
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.
T E R C O M
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
1
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rZ >
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SHEET: 4 OF 5
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (M PH)
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 VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPE WITHTMA
LOADED WEIGHT (LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAX IMUM WEIGHT SHALL BE IN
30 MIN.
ETC.
ACCOR DAN CE W ITH 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 FIELD TO SHIELD
WORKERS AND NO ROLL AHEAD DISTANCE ISSPECIFIED
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
-
11
115
165
225
295
495
t550605
66012
t780840
125
180245
320
540
720
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
SIGN SPACING = X FEET
FREEWAYS &EXPRESSWAYS 50 / 70 MPH 1500' +/-(oRAs PER Murco)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/SSMPH 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' +/-
ALLSIGNS 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 ROAD WAYCONDITIONS
TRAFFIC CONTROL PLAN
I
:-"IasTec
IUtility
Services
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
I
verizon
I
�-UKLN I t
GENERAL NOTES:
0
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
Ln
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.
T E R C O M
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
1
"W20-7ao
rZ >
i200.XO
1 1
I
r
244t" St S W
a
X X
100'-200' WORKAREA
I
W20-1 W20-7a
ROAD
WORK
AHEAD
N
I
I
w
D II
zI
I `��°
SHEET: 5 OF 5
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (M PH)
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 VEHIC LE (WITH TMA)
STATIONARY
VEHICLE TYPE WITHTMA
LOADED WEIGHT (LBS)
OPERATION (FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
SERVICETRUCK, FLATBED,
(MAX IMUM 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 AHEAD DISTANCE ISSPECIFIED
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
-
11
115
165
225
295
495
t550605
66012
t780840
125
180245
320
540
720
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
SIGN SPACING = X FEET
FREEWAYS &EXPRESSWAYS 50 / 70 MPH 1500' +/-(oRAs PER Murco)
RURALHIGHWAYS 60/65MPH 800'+/-
RURALROADS 45/SSMPH 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' +/-
ALLSIGNS 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 ROAD WAYCONDITIONS