HomeMy WebLinkAboutTWINID_0898GA_10_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898 GA 10
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
Ad&
.4A YZN&7,1
DMLVW-
Dig Line,Inc.
STREET NAME ARTERIAL / COLLECTOR 811 or 800-342-1585
CONTRACTOR • •
FALLS, ID MANUAL OR
OF TCP FOR WORK ON LOCAL STREETS.
F TWIN
f0
TWIN FALLS, f
DESCRIPTIONMATERIAL QTY ACTUAL
or
FA
IS
-jo
f C "'�• -�-it max_.-
- *--.
L !� +
SHEET E02 OF E09
i�"� I• 7;;w,a `x _ �-_..�.L� [ . �,.,��z � — i - � ter;
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL MADRONA ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED F7
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL �V3HV
WORK TRUCK ® (FLASHING ARROW) N210M
SHADOW UNIFORMED AllZllfl ,
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 10
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •7 �
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ✓r
AND ACCESS RADII. •
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •'��
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONESREQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �i•
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Cl
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 6ki
ft
PLACE FOR CONTINUOUS DAYS.CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIMEUNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ,
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND fill '
SIGNS.
i
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR UTILITY
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL W01-
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES AHEAD
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
m L=TAPER LIENGTH(FT)
66 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITcc
M
(V
O
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
o POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
a SPEED SHOULDER CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
Q L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
0 <
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 26a EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL MADRONA ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) OV3H'd
SHADOW UNIFORMED HaOM
Fm VEHICLE TRAFFIC OFFICER Alnun .�
g SIGN OD PARAWEBBING -
TWINID 0898GA 10
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~� f
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. •
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. jw
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL h
FIELD CONDITIONS,ETC... r.
ALL DEVICES CONFORM TO CURRENT MUTCD. j
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. M S
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. 1•�•`� r i
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •�^ i
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. w
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME �-
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF y
RESTRICTION TO THE FIRST SIGN. {
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �!'. •�
SIGNS. jl
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ll
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
s� �
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �•' ;
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. UTILITY r
WORK
TAPER LENGTHS CALCULATED BY FORMULA AHEAD
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 '
40 M.PH. OR MORE: L=WS
m L=TAPER LIENGTH(FT)
66 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
M
(V
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
o POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
a SPEED SHOULDER CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/19/23 INITIAL SUBMISSION RNG
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
Q L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U 40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
0 <
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09
0 65 1 645 650' 325' 217' 1 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL EASTLAN D DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS r 4Y3Htl t
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) unlln
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
TWINID 0898GA 10
28"CHANNELIZIN 'C �
DEVICE 02 FLAGGER TWIN FALLS ID
V3HV �� MATERIAL DESCRIPTION QTY ACTUAL
NOTES: a3SOlD
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. N�1Hpltl
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC T �I
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. _
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL j
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM F Y O
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _
PLACE FOR CONTINUOUS DAYS. p W
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • Q
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. CL
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ) :,
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. 'b -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Bowlin
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 ZunurY 1
40 M.PH. OR MORE: L=WS WORK
Q AHEAD '
N L=TAPER L1=NGTH(FT) .:
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
(V
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
z TILSON
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED FOR
O SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
0 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
0
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03B OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS av3HV
WORK TRUCK ® ARROW PANEL �ual1n
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 10
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE V3HV
03SO10 MATERIAL DESCRIPTION QTY ACTUAL
NOTES: 3NVI 1HOIN 11'
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �* •.y( •�
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �.
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION -
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �•
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. I
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ■
FIELD CONDITIONS,ETC... `1
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 1
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM n
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THESAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. C
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA = IJI
FROM IMUTCD TABLE 6H-4. I UTILITY
WORK
40 M.P.H. OR LESS: L=WS2 /60 AHEAD
40 M.PH. OR MORE: L=WS
m L=TAPER LIENGTH(FT)
co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
M
(V
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
o POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
Q L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
0 <
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 1 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09
0 65 645 650' 325' 217' 1 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL MADRONA ST -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Or 800-342-1585
DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL I
® (FLASHING ARROW)
SHADOW UNIFORMED 0 CD •«
VEHICLE TRAFFIC OFFICER -s
r
SIGN oa PARAWEBBING
TWINID 0898GA 10
28"CHANNELIZING FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: `ryI
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. i_ _
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR .�:'• �,
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ,y1 ' yCL
=S�W/60,S-SPEED,W=WIDTH -
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION ,
AND ACCESS RADII. ^�WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE (y
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. 7J�•'
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ; _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ' -
FIELD CONDITIONS,ETC... •,. r s
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. 0
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -- - c _. .. _ _ CL C
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - "" ='r _�' •
PLACE FOR CONTINUOUS DAYS. `
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r
.L^ c
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF c
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r �
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - F
+ r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES SIDEWALK CLOSED
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - CROSS HERE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A -
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. Dr r Pornerellp Di
40 M.P.H. OR LESS: L=WS2 /60 r merelle Dr - Dr Pomerelle ,
40 M.PH. OR MORE: L=WS
04 L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
(V
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
z TILSON
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
QI L =WS2
' 75'35 250' 204' 102' 68' 225' 112 245' 123' 82' URBAN (LOW SPEED):
0 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
0
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E04 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL MADRONA ST -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS lb
ARROW PANEL ,,
® , I
WORK TRUCK ` '� {� ` ,• ^.e(FLASHING ARROW) 1 �' � .
SHADOW UNIFORMED ' =•`�k v' �• r
VEHICLE TRAFFIC OFFICER
SIGN Oa PARAWEBBING
TWINID 0898GA 10
28"CHANNELIZIN �■ FLAGGER +� `' •` r TWIN FALLS ID
DEVICE R r+=1' '~• T'- MATERIAL DESCRIPTION QTY ACTUAL
NOTES: `. ,� (•FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L R p "'�~'.•ky ` ' 1 - L�
=S�W/60,S-SPEED,W=WIDTH w, 1w ;•- * `�' .''�✓ `y'r -
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION y:- •1 '4 `., �`
AND ACCESS RADII. - 'd'r '}•� • - V WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •�� '
FOR ALL SPEEDS. i'r �Y••7! Q-.y�,�n
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �i
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 6• _ - ;
FIELD CONDITIONS,ETC... •i ' ►~ j� • �t.
ALL DEVICES CONFORM TO CURRENT MUTCD. I ,
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 'A .
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE N f _i_�CONSTRUCTION CAN BEGIN. •. `
m
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL a, , t i Q '•'. - - _ - -
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 10 . m
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ,• - 0 r-
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 7 f -
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �` ' • -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �•� ,'
PLACE FOR CONTINUOUS DAYS.
i
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -" /Q��' t .
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND { -
COLLECTOR ROADS. �• ! h . - Y
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF YS _
RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND . 1 '��• -
SIGNS. 1 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD } ••
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). •r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r�� • , i � Tr r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES F •r , * '•
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK }`
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r •� r • '�
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 K II
40 M.PH. OR MORE: L=WS04 w
L=TAPER L1=NGTH(FT)
co coW=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT04
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
z TILSON
o BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtileontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
QI L =WS2
' 75'35 250' 204' 102' 68' 225' 112 245' 123' 82' URBAN (LOW SPEED):
0 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
0
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
CID
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
CIDSHEET E04A OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL MADRONA ST -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 Or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL ��•�' f'
WORK TRUCK ® (FLASHING ARROW) . .
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER '
SIGN Oa PARAWEBBING
11 TWINID 0898GA 10
28"CHANNELIZIN FLAGGER I 1 TWIN FALLS ID
DEVICE ~� w
' MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. , _
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH 'ram
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION ;. -..
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
COND,
TIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION i *'
FOR ALL SPEEDS. • �� .I♦� 3
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL L• y f - ' t ,
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. •.� •
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE •,•N yM y �''�T#, �� •y " - - -
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '+ •�, ,K •.�.-• y, _K. 1
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. I// 3a3H SSOU3 •�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL a; r!' _
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN { R1' 133SO13 NIVM3am
PLACE FOR CONTINUOUS DAYS. I
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ts, - ,�1•S y,1
THE SAME ROAD. '•t
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND $
COLLECTOR ROADS. -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF , '
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES d '�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK • ,'',-, +
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -• .�• }
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. !
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS X t• � `
N L=TAPER LIENGTH(FT)co
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co 04
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
z TILSON
o BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtllsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
0
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09
0 65 1 645' 650' 325' 217' 715' 1 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 1 385' 257' 840' 1 420' 1 280' I I FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED -
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
IO
WORK TRUCK ® (FLASHING ARROW) rt
SHADOW UNIFORMEDFm -
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING +
TWIN ID_0898GA_10
28"CHANNELIZING
DEVICE �■ FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: O,
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L r
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. ` r
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. rl
_ Q
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. , • , , ,s
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE Can
CONSTRUCTION CAN BEGIN. t -
r r
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I -
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. L
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - - — .�ra•
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME A f �
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
pr
THE SAME ROAD. ^
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 3213 H SSO2I� ��
COLLECTOR ROADS. 1 ,
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f •
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. y.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. !�
i
TAPER LENGTHS CALCULATED BY FORMULA t'►r -
FROM (MUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
ww
CN Q L=TAPER LIENGTH(FT)
66 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
M
04
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
o POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/19/23 INITIAL SUBMISSION RNc
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
Q L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U 40 60 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
0
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 1 250, 167' 550' 1 275' 183' 600' 1 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL EASTLAN D DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
DIRECTION ADVANCED —
\� OF TRAFFIC WARNING SIGNS f
WORK TRUCK ARROW PANEL
® (FLASHING ARROW) _
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING TWINID 0898GA 10
28"CHANNELIZIN
DEVICE FLAGGER ••' ♦ TWIN FALLS ID
r
•NOTES: MATERIAL DESCRIPTION QTY ACTUAL
�� -
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. IS
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR •i
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - -
=S�W/60,S-SPEED,W=WIDTH •, -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. 1'
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE j-� = w �• - �
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • _
FOR ALL SPEEDS. `
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • -
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. ..I -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ✓ W _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ♦ - O ,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • "
PLACE FOR CONTINUOUS DAYS. 0 J , Bowlin in • O in
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ U • ,
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ♦♦^�
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -
PLACE FOR CONTINUOUS DAYS. 'S_
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF I ��
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 411
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF t
RESTRICTION TO THE FIRST SIGN. 1
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 4&
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
wF
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT z AN
co
(V
O
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
z TILSON
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtileontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
0
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E04D OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ARROW PANEL I
® (FLASHING ARROW) fIlr
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VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING Q W
N _ TWIN I D_0898GA_10
DEEVICEVICE 28"CH ZING FLAGGER Q TWIN FALLS,ID
ti MATERIAL DESCRIPTION QTY ACTUAL
NOTES: N FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"I"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION y ,
77
AND ACCESS RADII. _
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 1
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... c
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
r
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF +j 1
RESTRICTION TO THE FIRST SIGN. 7
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND : t
SIGNS. 1
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIDEWALK CLOSED
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK %�S.��L_•_, -1
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ,
TAPER LENGTHS CALCULATED BY FORMULA Mie Ln
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS - •.�_ ! Julie, n '
m L=TAPER LIENGTH(FT) '� 'fir .,�` --�� _,
66 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCn
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MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
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POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
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POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/19/23 INITIAL SUBMISSION RNC
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
Q L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
0 <
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720, 360' 240' SHEET E04E OF E09
0 65 1 645 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_10
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
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811 or 800-342-1585
Figure 61-1-11. Lane Closure on a Two-Lane Road
with Low Traffic Volumes (TA-11)
)t1�OM A. I END TWINID 0898GA 10
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�1 I e, 04/19/23 INITIAL SUBMISSION RNC
31'�I�M dYOb T 7♦ I yy��//
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04/19/23 INITIAL SUBMISSION RNC
Note See Tables 6H-2 and
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Typical Application 31 SIZE B SHEET: NTS
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HALF-ROAD CLOSURE MULTI-LANE ® DIG
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Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
Hlgh-Speed Highway (TA-32)
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DATE DESCRIPTION INITIAL
X
04/19/23 INITIAL SUBMISSION RNC
a CLOSLL
al Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the o symbols and+or lattert t
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SIZE B SHEET: NTS
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00 SHEET E07 OF E09
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WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a hAu Iti-Lane. 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898GA 10
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
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B t
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DATE DESCRIPTION INITIAL
X
04/19/23 INITIAL SUBMISSION RNC
a CLOSLL
al Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the o symbols and+or lattert t
pogo
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SIZE B SHEET: NTS
0 Typical Application 32 SIZE DSHEET: NTS
00 SHEET E08 OF E09
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SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
(optional)
T _ TWINID 0898GA 10
40 t J
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lane Ines should be
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ROAD crosswalk lines. DATE REVISIONS
E DESCRIPTION INITIAL
See Tables 61-1-2 and 61-1-3
04/19/23 INITIAL SUBMISSION RNC
AHEAD
Q for the meaning of the
al symbols and+or letter
codas used in this figure.
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0
U
SCALE
Typical Application 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NTS
00
00 SHEET E09 OF E09
0
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