1802BHDM.25_ROW_EDM_1312__TCP.pdfTR
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CITY OF SHORELINE
PROJECT LOCATION
PROJECT TITLE:
PERMIT NUMBER:
SITE CODE :
(SALTWATER _PARK25) EDMONDS UG PHASE
1802 BHDM.25_ROW_EDM _1312
1802 BHDM.25
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
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
SHEET INDEX:
1 - COVER SHEET AND PROJECT LOCATION
2-3 - TRAFFIC CONTROL PLANS
SHEET: 1 OF 3
SHEET: 2 OF 3
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
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
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
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 .
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
TRAFFIC CONTROL PLAN
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET )
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH TMA)
LOADED WEIGHT (LBS)
STATIONARY
OPERATION (FEET )
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA 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 IS SPECIFIED
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
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244th St SW
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WORK AREA
100'-200'XX
ROAD
WORK
AHEAD
W20-1 W20-7a
100'-200'X X
ROAD
WORK
AHEAD
W20-1W20-7a
SHEET: 3 OF 3
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
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
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
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 .
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
TRAFFIC CONTROL PLAN
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET )
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH TMA)
LOADED WEIGHT (LBS)
STATIONARY
OPERATION (FEET )
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA 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 IS SPECIFIED
SHORT TERM STATIONARY WORK ZONE
FOR UNDERGROUND REFERNCE PLAN SET
TR
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F
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C
CO
N
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PL
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N
244th St SW
12
th
Pl
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10
4
th
Av
e
W
WORK AREA
100'-200'XX
ROAD
WORK
AHEAD
W20-1 W20-7a
10
0
'-20
0
'
X
X
ROAD
WORK
AHEAD
W20-1
W20-7a
10
0
'-20
0
'
X
X
ROAD
WORK
AHEAD
W20-1
W20-7a