HomeMy WebLinkAboutTWINID_0898GA_03_TCP_REV1 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 03
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
• . Line,Inc.
STREET NAME ARTERIAL COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN OF
FALLS, ID MANUAL OR .
OF • R WORK ON •
COLLEGE 'D • •'
TWIN. +: +
DESCRIPTIONTWIN FALLS,ID
MATERIAL QTY ACTUAL
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LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«�
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 + INWV v ,
WORK TRUCK ® ARROW PANEL IP
�S
(FLASHING ARROW) !
SHADOW UNIFORMEDFm 1 ,
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
�• TWINID_0898GA_03
28"CHANNELIZING
DEVICE �■ FLAGGER t TWIN FALLS,ID
~ MATERIAL DESCRIPTION QTY ACTUAL
�y Tr
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
t
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 __ - W
=S' W/60,S=SPEED,W=WIDTH z
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Q W
AND ACCESS RADII. F 11J J W'W _
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ` 0= Q
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ t L M J f"' = x -
FOR ALL SPEEDS. �,T L U Q Q T
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 BEFORECONSTRUCT ON 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 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
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 "" •'����T "�--•— -�-��• r'^t ,
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 _ 1
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. n r
v
TAPER LENGTHS CALCULATED BY FORMULA <
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 w.
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TIL50IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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' 1 780' 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_03
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL -&VI
BARRICADE WARNING DEVICE FALLS AVE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED '
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
TWINID 0898GA 03
28"CHANNELIZIN
DEVICE 02 FLAGGER TWIN FALLS ID
/ r 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-I W OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH t a 0 <9>
Lu
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • i Q AND ACCESS RADII. I WWHENNECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 2 CONDITIONS.LIMIT SPACING ADJUSTMENTSTO 30%OFTHE"A"DIMENSION (7()Q
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. J
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE /
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLi;
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
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. a
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 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
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - T ' -~lo—
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �� a
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �--
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �' •y
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE S'
OF THE MI DBLOCK CROSSWALK C y� '
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ! _ J ^$1Y7�('�
TAPER LENGTHS CALCULATED BY FORMULA �' i v
FROM IMUTCD TABLE 6H-4. '4 of 01 %�'�.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS �� • r`
r
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L S O N
CD
N BUFFER ZONE
On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED SPEED FOR LANE MERGE infoOtileontech.com
o
o POSTED SPEED L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/17/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 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 E03A 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_03
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL —&VI
BARRICADE WARNING DEVICE FALLS AVE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM 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
1 TWINID 0898GA 03
28"CHANNELIZIN FLAGGER ~ TWIN FALLS ID
DEVICE
i w
.=f , ❑V3H d ► i3 ` <w 0 H]C 01 MATERIAL DESCRIPTION QTY ACTUAL
NOTES: t N2IOM I- W --I W
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. A111 un Y z _
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR i C7 U Q Q
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 r _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
1
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
y - r.
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL rz
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
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
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Y
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). UTILITY
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR WORK
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL AHEAD
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. m O f" - ,, •,
TAPER LENGTHS CALCULATED BY FORMULA v {
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS •.
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L S O N
CD
N BUFFER ZONE
On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED SPEED FOR LANE MERGE infoOtileontech.com
o
o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/17/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 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' 1 1 FILE NAME:TDS_TWINID_0898GA_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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 Otl3HV
WORK TRUCK ® >faoM
(FLASHING ARROW) ir
Ainun
Fm SHADOW UNIFORMED 1 -
VEHICLE TRAFFIC OFFICER • 1
g SIGN OO PARAWEBBING TWINID_0898GA_03
28"CHANNELIZING FLAGGER I a TWIN FALLS,ID
DEVICE
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 It
om
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 COD
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. FALLS AVE
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE —
CONSTRUCTION CAN BEGIN.
f er
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
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN a
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.
r�
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 - -
SIG
THE CIN I I�
THE DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). IN I ` --
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r
OF THE MIDBLOCK CROSSWALK I R16H7 LAN
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 4
CLOSED
AREA
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 �nLm
L=TAPER LIENGTH(FT) "1EAp
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 A B C 08/02/23 REV z NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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
60 570' 600' 300, 200, 660, 330' 220' 720' 360' 240' SHEET E03C 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
ARROW PANEL 7
WORK TRUCK ® (FLASHING ARROW) ay3HtJ� ,:
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER Aliilln
g SIGN OD PARAWEBBING r '
ff, TWIN I D_0898GA_03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
_ 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. 5
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.
� C
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL H 3= 1
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Q
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 '
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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL ANDFlorence, - -'
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. RIGHT LAM
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD CLOSED -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES IFI
AHEAD
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 k -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _
TAPER LENGTHS CALCULATED BY FORMULA i
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 UTILITY
WORK �
40 M.PH. OR MORE: L=WS AHEAD
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT �-
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 _ 1 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Vys cc
60 570' 600' 300' 200' 660' 330' 220' 720, 360' 240' SHEET E03D OF E09
0 65 645' 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' 28 840' 420' 0' FILE NAME:TDS_TWINID_0898GA_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL OV3HV
(FLASHING ARROW) mHom
Fm SHADOW UNIFORMED .Ulillfl
Aims =
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
' TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
• 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 7.
FOR ALL SPEEDS 11
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 1
CONSTRUCTION CAN BEGIN. '
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL f
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 1
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
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' I
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 RIGHT LAN
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES CLOSED
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. woRK
40 M.P.H. OR LESS: L=WS2 /60 S
AHEAD
40 M.PH. OR MORE: L=WS �~
L=TAPER LI=NGTH(FT) •
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
ul 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 E03E OF E09
0 65 1 645' 650' 325' 217' 715' 358' 238' 1 780' 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_03
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI
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 Haonn
® (FLASHING ARROW) tiu�lJ n
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
TWINID 0898GA 03
28"CHANNELIZING FLAGGER 11
DEVICE TWIN FALLS ID
~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _4
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. Green Acres Dr Green Acres,
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION u. _
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.
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 O 1,
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _J
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
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
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 "•• '�
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 I
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). I�
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR t
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 MI DBLOCK CROSSWALK • +
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
RIGHT LANE
CLOED
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 urturr
RK
L=TAPER L1=NGTH(FT) HIE
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L S O N
CD
N BUFFER ZONE
On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR LANE MERGE infoOtileontech.com
o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 0/7/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
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: 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 E03F 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_O898GA_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
ARROW PANEL Ub3Hb
WORK TRUCK ® IFLASHINGARROW)
SHADOW UNIFORMED ATllllfl j_ ►yy ;
Fm VEHICLE TRAFFIC OFFICER 1 �'
SIGN OD PARAWEBBING �� � ;
TWINID_0898GA_03
28"CHANNELIZING
DEVICE �■ FLAGGER fl �' TWIN FALLS,ID
� �
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 y
AND ACCESS RADII. l
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...
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
aA
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN All
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 rn jjjj
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME CL -
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
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).
RIGHT LANE
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR CLOSED
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL '� AHEAD
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 tv
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. mUTILITY
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
L=TAPER LI=NGTH(FT) GREEN ACRES DR
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 E03G 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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 Otl3Htl
WORK TRUCK ® (FLASHING ARROW) H�OJ�
SHADOW UNIFORMED 1779 All�llnCL
VEHICLE TRAFFIC OFFICER `
g SIGN OD PARAWEBBING
i, T W I N I D_0898GA_03
28"CHANNELIZING FLAGGER r TWIN FALLS,ID
DEVICE ~�
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 .I • -
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 , CL
y.
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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �" •'t
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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND '
COLLECTOR ROADS.
I
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 Z
RIGHT LgNE
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). C3CLQSED
AHEA
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �•
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURESCL
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�
TAPER LENGTHS CALCULATED BY FORMULA woRlc •�
FROM (MUTCD TABLE 6H-4.
• AHEAD
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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 E03H OF E09
cc
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 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_03
LEGEND ADDRESS: ® pmu•...ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL ~ •, _
(FLASHING ARROW) ,
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER OV3HV TWIN FALLS,ID
DEVICE ~� NiiOM
l killun 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 y;
=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.
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 ( .i
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 LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1•
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME I,
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND I
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). - RIGHT LANE
CLOSED
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR AHEAD
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. r
r
TAPER LENGTHS CALCULATED BY FORMULA
ILITY
FROM IMUTCD TABLE 6H-4. ,;�I� WORK
40 M.P.H. OR LESS: L=WS2 /60 ���� ',4 �' AHEAD
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 1 75' 50' 165' 1 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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
0 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330, 220' 720' 360' 240' SHEET E031 OF E09
00
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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
® (FLASHING ARROW)
�" ',+ ♦�
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
OV3HV
g SIGN OD PARAWEBBING M?IOM
TWINID_0898GA_03
28"CHANNELIZING 't
DEVICE �■ FLAGGER TWIN FALLS,ID
I --
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.
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. • =f z —
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. y A r-
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 f
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL >T
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �I.l,.! m p w
PLACE FOR CONTINUOUS DAYS. • -`` j 3 Q °
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 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.
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 - RIGHT LANE
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •• CLOSED
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES '
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -, - ' . AHEAD
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE {z
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.
} UTILITY
40 M.P.H. OR LESS: L=WS2 /60 WORK
+ •
40 M.PH. OR MORE: L=WS AHEAD
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
0 NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
+u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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 E03J OF E09
0 65 645' 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_03
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS +
ARROW PANEL mum
WORK TRUCK ® (FLASHING ARROW) A~ •
SHADOW UNIFORMED I .L
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
TWINID 0898GA 03
28"CHANNELIZIN ~ FLAGGER -t TWIN FALLS ID
DEVICE � _
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-I W OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L i
=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...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 3.
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
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 } iy
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
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 -
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). dff
vJ Y
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. V,
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK RKWLAN
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. CLOM
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 uTurry `
L=TAPER L1=NGTH(FT)
�. AHEAO
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
IL
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L S O N
CD
N BUFFER ZONE
On a Mission
04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR LANE MERGE infoOtileontech.com
o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/07/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 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 E03K 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_03
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/L^ DIRECTION ADVANCED IL
\� OF TRAFFIC WARNING SIGNS I ...1
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING c1.. "
28"CHANNELIZIN = TWINID 0898GA 03
DEVICE �■ FLAGGER TWIN FALLS ID
OV3HCL V
NOTES: MATERIAL DESCRIPTION QTY ACTUAL
)R[OM
����
• FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. '
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR �+
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Ilk
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION •
AND ACCESS RADII. OV3HV
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 03501D
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 3NYl 1H'JIM
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... 2.
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. '
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 100
CONSTRUCTION CAN BEGIN.
4
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL -
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM T
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN it
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 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
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 UTILITY
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I WORK
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 15 0
AHEgD
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE rn
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
I -
TAPER LENGTHS CALCULATED BY FORMULA '
FROM IMUTCD TABLE 6H-4. Y
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L S O N
CD
N BUFFER ZONE
On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR LANE MERGE infoOtileontech.com
o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/17/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 1 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: 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 E03L 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' 1 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ARROW PANEL
r
® (FLASHING ARROW) !!
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER ;x
g SIGN OD PARAWEBBING e
T W I N I D_0898GA_03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE
>HOM
Ainun
MATERIAL DESCRIPTION QTY ACTUAL
nll
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 ❑V3H7
=S' W/60,S=SPEED,W=WIDTH �3S0T7
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 3Nb�TH`Jra ,
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. •y
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ��I
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. _
y
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 '�I1
PLACE FOR CONTINUOUS DAYS. t
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. L f
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 I _
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD qp_
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). UTILITY
WORK
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR AHEAD
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 4 .
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. i1 E
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK 1
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
L=TAPER LI=NGTH(FT) •ti
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
D
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 E03M 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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 avaFly
HaoM
(FLASHING ARROW) tiinun I
Fm SHADOW UNIFORMED '• ,
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING I u
TWINID_0898GA_03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
OV3HV I MATERIAL DESCRIPTION QTY ACTUAL
NOTES: 03so10
W FOR LANE CLOSURES WHERE W< ,USE U VALUE FOR W=10'. 3NV]iHElla
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. - -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ——
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... 'I ! r►
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 4
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - ♦i
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r
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 /I
THE SAME 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.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD V• + UTILITY
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES WORK
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). _ AHEAD
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR {
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL t
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 7:f
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. dd ,
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 I ,
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT) -
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT •- _
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
ul 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 E03N OF E09
0 65 1 645' 650' 325' 217' 715' 358' 238' 1 780' 1 390' 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_03
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
11111111111 MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL or
® (FLASHING ARROW) '
SHADOW UNIFORMED .
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING f
28"CHANNELIZIN OV3HV + TWINID 0898GA 03
DEVICE �■ FLAGGER >faonA J TWIN FALLS ID
�Jnun
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: t
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ex I
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR -
4bLjjaV
CALCULATE"U'USING FORMULA,FOR SPEEDS>45:L=WS,SPEEDS<45:L OV3HV I.
=S�W/60,S-SPEED,W=WIDTH 03501D
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - - - 3NV�1NOIb1
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...
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
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 C.
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
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. L,
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 f::i /•1
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 J UTILITY
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
�' AHEAD
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. T -
40 M.P.H. OR LESS: L=WS2 /60 Hor,-nceAve Florence Ave Floren
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) y
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT r,
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
co TILSON
N BUFFER ZONE
On a Mission
CN POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR LANE MERGE infoOtlleontech.com
o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/07/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 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 E030 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) 4
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN I D_0898GA_03
28"CH ZING �` ''
DEVICE
� FLAGGER ❑V3H0 ZCL TWIN FALLS,ID
slaonn
All�llF1 r 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 Oh'3HV y -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 0350�0
AND ACCESS RADII.
eD
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. •� f S
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • i :- - Q `�' ��
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL } �
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. CL
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 • ' ce Ave Florence Ave Florence Ave
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM V
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 -C
_
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 CD
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 rCLUTILI'ry
OF THE MIDBLOCK CROSSWALK - 1MORK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAD
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 eD
L=TAPER LI=NGTH(FT)
th
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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 E03P OF E09
cc
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 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_03
LEGEND ADDRESS: ® o_ siG_ un_i�_R_
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS 14.
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm •jw�•�•�� D�illlrth� •
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING mr
TWIN I D_0898GA_03
28"CHANNELIZING FLAGGER '• ` TWIN FALLS,ID
DEVICE ~� � „
l I 177J
064 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
7-1
=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 4-, 4
FOR ALL SPEEDSCONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONESREQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... , N. <Q ALL DEVICES CONFORM TO CURRENT MUTCD. A- 6
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. Lm
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ,• •• College•d N College _ • '
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 �
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
THESAMEROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - A
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Lu
RESTRICTION TO THE FIRST SIGN. 0
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND --
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD i 1
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - n
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ti, ~I JI
f _
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • LJ
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. �11
r
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. s =
40 M.P.H. OR LESS: L=WS2 /60 t. n
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT A64 11— 7- Ad
2
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED LANE MERGE infoOtilsontech.com
o POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
x 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
m' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPHCD SIZE B SHEET: NTS
55 WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03Q OF E09
0 65 645' 1 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_03
LEGEND ADDRESS: ® pmu,:..ne.
k,-a. .,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
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 • �'
ARROW PANEL �'�ti•��� �•�
WORK TRUCK ® (FLASHING ARROW) ��, •:� "�� '�•• • +
SHADOW UNIFORMED r', ' ,�y a t vpFm w•
VEHICLE TRAFFIC OFFICER . • f• • • y ri_
g SIGN OD PARAWEBBING
N! . TWINID 0898GA_03
28 CDEVICEIZING �■ FLAGGER r '` , 'f •' •+ r >Y o •F TWIN FALLS,ID
• • x v MATERIAL DESCRIPTION QTY ACTUAL
NOTES: M• • ' Q
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •�' .�♦ �� �� - C•
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR rf • _ �� • -'
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L I �!= ik
• t �MN t >• /
=S' W/60,S=SPEED,W=WIDTH t �• �a, i'�* ••. .' - �• `
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION < <'+• Y� ''
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE +• ,• ! 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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,` a
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM i
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. _ z 2
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME m O 0 r m
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 0 x'� p m D r"
THE SAME ROAD f6iIn
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. iii=iii==is
'� iiiisss iiiiii ii siiisii iiiii
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFRES
CTIONTOTHEFIRSTSIGN.THE B iiiiiisiiiiii :•: i •iiiii
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE DIMENSION IS THEI THE NCE FIRST ONE
THE SECOND AND THIRDSIGNS ENCOUNTERED
(THE EEDTHIRD SIGN ISA FIRST ONE IN ATC ZONE).
SERIES •'---- . 1•iiiiiiiiiiiiii iiiii iiiii iiii
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • �
>:iiiii iiiiii iiii iiiiiiii iisi>♦iii=
siissiiiiiiiiiai iisiiii iiiiii♦
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL AA iss R
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
40 M.PH. OR MORE: L=WS '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
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
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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 E03R OF E09
cc
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 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_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«�
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
W ® ARROW PANEL
WORK TRUCK '
(FLASHING ARROW) rr
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER A
SIGN OD PARAWEBBING
2 t TWINID_0898GA_03
8"CHANNELIZING
DEVICE �■ FLAGGER • w TWIN FALLS,ID
0 rn W
A W MATERIAL DESCRIPTION QTY ACTUAL
NOTES: Y Y 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 Q W W
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH uJ 0 O tl
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION N U N
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...
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
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. _ V 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 -T---^--•— . 't-- ^r---
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. ,V7, - tiy�\ ♦�
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - „�„ •�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES I , 4.1
- -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - •�_� .A� J' '�y:r,' ('• Y
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , �;• •h"
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 M !
OF THE MIDBLOCK CROSSWALK .r µ • .
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA • ve J
FROM IMUTCD TABLE 6H-4. 3�
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
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 E04 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_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«�
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
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm n VEHICLE TRAFFIC OFFICER ,.
O ♦,
SIGN OD PARAWEBBING
TWIN I D_0898GA_03
28 CHANNELIZING �■ FLAGGER t c }
. TWIN FALLS,ID
DEVICE r 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 y
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. SIDEWALK
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ r
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION CLOSED
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 ► n � � , may
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL -BE LIMITED TO WEEKDAYS,BETWEEN D RE-3:00PM -
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
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
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND i• • -'' -
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD it
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES I;
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 ADVANCEr•
OF THE MIDBLOCK CROSSWALK r
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 L
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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 E04A OF E09
cc I
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_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE zJt
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
W ® ARROW PANEL
WORK TRUCK _ r
(FLASHING ARROW)
SHADOW UNIFORMEDFm a
VEHICLE TRAFFIC OFFICER
N -
SIGN OO PARAWEBBING
28"CHANNELIZING O D + • � TWINID_0898GA_03
DEVICE �■ FLAGGER y IleTWIN FALLS,ID
m I MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m 1
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR p
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 I SIDEWALK
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CLOSED
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 r _
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. s•
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. 31
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 -
Ilse
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 f. _
RESTRICTION TO THE FIRST SIGN. i
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. . ti :� { - - - - - -'^.. T• �. -- .- '__�__- ..+,++.�• •...r�„�, ,.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �• s
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. -
1
TAPER LENGTHS CALCULATED BY FORMULA I ♦� «'
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 i .�,,,,s.••�, . �....�w,,�,,, ,., _,_.:,; ,r, -c.►�.,�.ar;,,ctiF
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT) _• -_ .
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
o
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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
o
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300, 200, 660, 330' 220' 720' 360' 240' SHEET E04B 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_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«�
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 r
ARROW PANEL S I
WORK TRUCK ® (FLASHING ARROW) �, r, / ' III
SHADOW UNIFORMED Fm I _
VEHICLE TRAFFIC OFFICER
.•
SIGN OD PARAWEBBING +;'
t TWIN I D_0898GA_03
28"CHANNELIZING
DEVICE • TWIN FALLS,ID
~� FLAGGER ��
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: f;7 y _ _ 1� MID
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 O _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L m D + Y y
=S' W/60,S=SPEED,W=WIDTH Q N
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTIONr
AND ACCESS RADII. �j_' SIDEWALK SIDEWALK - c
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CLOSED CLOSED to
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r,
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. • t •, .
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. -
:7<
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 ,•
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
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.
IL 6r
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. -.r,
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS �•�
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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 E04C OF E09
cc
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 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_03
LEGEND ADDRESS: DIGS ne-
TYPE II SIGN W/HIGH LEVEL —&VI
BARRICADE WARNING DEVICE FALLS AVE
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 ,�' �
® (FLASHING ARROW) r • a:+
SHADOW UNIFORMED r' '
VEHICLE TRAFFIC OFFICER 1 v '
i 1 ' '� P '•Iw +,•
g SIGN Oa PARAWEBBING a r ti�a
TWINID 0898GA 03
28"CHANNELIZIN FLAGGER r TWIN FALLS ID
DEVICE ~�
W MATERIAL DESCRIPTION QTY ACTUAL
NOTES: +II () m •T • _
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ,t
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR O D
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH ' 77
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION [TI r `icy _
AND ACCESS RADII. m y .--_ ' '
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE m ��•.�,
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. •
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES j },-,��
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1
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. 14
- - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • +�'-
now
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 Falls Ave
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. Falls Ave —F�
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 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. '+ i
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND -
SIGNS. _
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD Ch -— -
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 ♦_ �� • a •1, `�_
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I . , F ♦ �, '� •i I
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. (- +
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •'• t'
OF THE MIDBLOCK CROSSWALK ' +� •
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _ _ f . r < <
TAPER LENGTHS CALCULATED BY FORMULA t `
FROM IMUTCD TABLE 6H-4. y �.;• _ f'
40 M.P.H. OR LESS: L=WS2 /60 a ' may �'��• `� : �(
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) f�
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
co TILSON
N BUFFER ZONE
On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtileontech.com
o
o POSTED SPEED L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/17/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 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
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL V
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER
DEVICE ~� f TWIN FALLS,ID
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=W5,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. - - -—
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL --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 �.
CONSTRUCTION CAN BEGIN. �- - t• :�
.ale
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' t-
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 'A
PLACE FOR CONTINUOUS DAYS. - •� 1
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM SIDEWALK CLOSED -•
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. - CROS~ j
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
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
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK a
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t]
lo
TAPER LENGTHS CALCULATED BY FORMULA t �r
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 •'�. '"'
40 M.PH. OR MORE: L=WS C720i '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT '
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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
C' 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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 a •t
WORK TRUCK ® (FLASHING ARROW) f
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER '
g SIGN OD PARAWEBBING
28"CHANNELIZING TWINID_0898GA_03
DEVICE �■ FLAGGER N TWIN FALLS,ID
c+�oss�
ONO vtP�K°�pS�O MATERIAL DESCRIPTION QTY ACTUAL
NOTES'
FOR LANE CLOSURES WHERE W, 10',
FOR SHOULDER CLOSURESU 1 WHERE W< 10',USE 1 VALUE ORW=10'OR � • gsO�GR°SSN��S
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 !1:
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...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. F
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 FALLS AVE
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 S¢ 3a3H SSONO
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. 03SOl0 MltlM301S
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME to
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF t7 p
THE SAME ROAD. N
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND G
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).
s
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL uj
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
40 M.PH. OR MORE: L=WS "
L=TAPER LIENGTH(FT) r SIDEWALK '
f CLOSED
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
k. //
04
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
0 NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 _ 1 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS vvs cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04F 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_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ARROW PANEL Ir•/ SCLOSEDK
® (FLASHING ARROW)
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER '
g SIGN OD PARAWEBBING
T W N D_0898GA_03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~� DasoTa
NltlM301S
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 m
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTIONAND 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...
ALL DEVICES CONFORM TO CURRENT MUTCD. 71
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. Uff
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORErD
CONSTRUCTION CAN BEGIN. J ,�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL SIDEWALK
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CLOSED
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 ce Ave
PLACE FOR CONTINUOUS DAYS. Florence Ave FlCr�'!ICL'AVC Florence
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 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.
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 00
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 CD
OF THE MIDBLOCK CROSSWALK '
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
S
NltlM301S �
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 ica
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
04
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 45 360' 450' 225' 150' 495' 248' 165' 540' 1 270' 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 _ 1 495' 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 E04G 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED D3solo
VEHICLE TRAFFIC OFFICER -I�, N1tlM3OIS
g SIGN OD PARAWEBBING
TWINID_0898GA_03
28"CHANNELIZING �■ - o
DEVICE FLAGGER o TWIN FALLS,ID
o �A � MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. I
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 _ r`
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 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. �7
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. '•
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. a
t
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 AND
RE- VED E y�
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN a1
PLACE FOR CONTINUOUS DAYS. 1
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF SIDEWALK
THE SAME ROAD. CLOSED
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. I
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 - - 03so10
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). H1tlM301S
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1I
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ~
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK t
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. J
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS " ma -
L=TAPER LIENGTH(FT) I
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT04
i
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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
0 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330, 220' 720' 360' 240' SHEET E04H OF E09
cc
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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) CL
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
r
g SIGN OD PARAWEBBING
TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
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 03SO10
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L AltlM301S
=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.
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. rn
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 1 n m
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. G
x
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
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. SIDEWALK
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND CLOSED
COLLECTOR ROADS. 1 - 4•
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Impn
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
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). 70Ca
03SOT0 • S�
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR >t4tlM3OIS C !-
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' ■CC�-
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 w
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
1
TAPER LENGTHS CALCULATED BY FORMULA N _�
FROM IMUTCD TABLE 6H-4. Z.
mn
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS SIDEWALK
L=TAPER LIENGTH(FT) !en Acres Dr , CLOSED _ '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT04
-
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 _ 1 495' 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 E041 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED �c
VEHICLE TRAFFIC OFFICER012
m
g �
SIGN OD PARAWEBBING t x TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER ; TWIN FALLS,ID
DEVICE ~�
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 b
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.
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. f
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 `+r
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - y
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN i, o
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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. r' -'►
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •� .
RESTRICTION TO THE FIRST SIGN. `• 'I'
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND s k
SIGNS. ' •t' �-,' '
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIDEWALK
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES CLOSED
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 •r
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
L=TAPER LIENGTH(FT) I
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 E04J 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_03
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) w
Fm Oo
SHADOW UNIFORMED ti p m
VEHICLE TRAFFIC OFFICER � o?
g SIGN OD PARAWEBBING
28"CHANNELIZING TWINID_0898GA_03
DEVICE FLAGGER SIDEWALK TWIN FALLS,ID
CLOSED
.. 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. C t
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE IT03SO10
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION NTtlM3OIS
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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Evergreen Dr E
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM vergreen Dr
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 zm
PLACE FOR CONTINUOUS DAYS. ' p
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME O�"
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF m D
THE SAME ROAD. O r
x
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
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. SIDEWALK
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE CLOSED _
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. Evergreen Dr Evergreen Dr
40 M.P.H. OR LESS: L=WS2 /60 _
40 M.PH. OR MORE: L=WS aaso�o
)IltlM3015 '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
04
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C 08/02/23 REV 2 NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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' 1 183' 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 E04K 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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 I
WORK TRUCK ® ARROW PANEL
(FLASHINGARROW) �• ♦w
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
!' TWIN I D_0898GA_03
DEEVICEVICE ~U
28"CH ZING FLAGGER TWIN FALLS,ID
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.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 383H SS080
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �-
03SO10)l1tlM301S
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
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM y
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. 1-
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).
1 �
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR .�yS
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • `-•
03SO10
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES NltlM3OIS
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.
y
TAPER LENGTHS CALCULATED BY FORMULA rm
FROM IMUTCD TABLE 6H-4. o
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT A
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
ul 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 E04L OF E09
0 65 645' 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
SIGN OD PARAWEBBING �'�
� T W I N I D_0898GA_03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
ti
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.
j a.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE `
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. y
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ 1
�•_'
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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Q '
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ..
PLACE FOR CONTINUOUS DAYS. E
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
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 SIDEWALK CLOSED
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL CROSS HERE
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. 1
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
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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
0 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
C' 60 570' 600' 300' 200' 660' 330, 220' 720' 360' 240' SHEET E04M OF E09
cc
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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) _
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN ==C=M PARAWEBBING
TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER - TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ail
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. •I
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION o
FOR ALL SPEEDS. N- o
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONESREQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETCALL 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
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 <H
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 W V
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 w t-
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL H
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �-
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. H '
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. ---
C
i
TAPER LENGTHS CALCULATED BY FORMULA f
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS t'
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT t'
04
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE info®tilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 _ 1 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Vys cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04N 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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 o
ARROW PANELa
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING _
TWIN I D_0898GA_03
28"CHANNELIZING - TWIN FALLS,ID
FLAGGER
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. I
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 r
FOR ALL SPEEDS. (L_
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. r;C -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE a•
CONSTRUCTION CAN BEGIN. SIDEWALK
CLOSED
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL -7P
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 03SOl3
THE SAME ROAD. MIVM301S
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. -RI
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 O
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 �M
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. '
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �. ,
OF THE MIDBLOCK CROSSWALK '0
i
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
L=TAPER LIENGTH(FT) o
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT04
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04/7/23 INITIAL SUBMISSIONI sION BRIT
04/07/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 E040 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
WORK TRUCK ® ARROW PANEL 1
(FLASHING ARROW)
Fm SHADOW UNIFORMED a
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING '
� �� TWIN I D_0898GA_03
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE
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 rp
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH t
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 3096 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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Evergreen DF Evergreen Dr .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. ,
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL z _
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - --
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 03SO10
PLACE FOR CONTINUOUS DAYS. MltlM301S
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. 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 `4 + oil
SIGNS. 4
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).
T.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL z low
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 CROSSWALKL—green Dr Evergrew Dr
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 ? ~
L=TAPER LIENGTH(FT) 1-
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
04
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 08/02/23 REV z NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
u 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 E04P OF E09
cc
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 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_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
@RD ®WORK TRUCK ARROW PANEL )
(FLASHING ARROW)
SHADOW UNIFORMEDFm i
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 03
28"CHANNELIZING FLAGGER — t TWIN FALLS,ID
DEVICE ~�
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 3e saoaa
CALCULATE"L"USING FORMULA,FOR SPEEDS>—45:L=WS,SPEEDS<45:L aa e�
—► `\.
=S' W/60,S=SPEED,W=WIDTH aasoio>titlMaals
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. _
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... K.
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 ^^---
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 j r
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. a i•'(.
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
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCED
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 } C
40 M.PH. OR MORE: L=WS '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
04
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
0 NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
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 E04Q OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 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_03
LEGEND ADDRESS: ® DIG!-lne_
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
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
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
r► TWINID 0898GA 03
28 C DEVICE IZING
1911-NNEL1■ FLAGGER t �/ TWIN FALLS ID
fF
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: M ' -�-'�
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
=S�W/60,S-SPEED,W=WIDTH -
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII. LIM
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 CONESIN _
Rd
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. -�T-- ---�-�'��
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
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 0
PLACE FOR CONTINUOUS DAYS. p
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME n m
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF , O D n O
THE SAME ROAD. y r + r _
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND CO) O mmC
COLLECTOR ROADS. 2 (7 O C • -D.�':' _
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF m y 0 `
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND p
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 �� •w
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA ^ • � t
FROM IMUTCD TABLE 6H-4. 1
40 M.P.H. OR LESS: L=WS2 /60 ! __
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) +. '- k'
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITIL
I
MINIMUM TAPER LENGTHS
N WORKSITE TRAFFIC CONTROL PLAN T I L S O N
N BUFFER ZONE
On a Mission
04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtileontech.com
o
o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 04/17/23 INITIAL SUBMISSION BRL
04/07/23 REV I PF
30 200' 150' 1 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 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 E04R 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' 1 350' 233' 770' 385' 1 257' 840' 420' 280' 1 1FILE NAME:TDS_TWINID_0898GA_03
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
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 `
ARROW PANEL
WORK TRUCK (FLASHING ARROW) •
SHADOW UNIFORMED y • �,.,,
VEHICLE TRAFFIC OFFICER 7 `' 4��ox:1
g SIGN OD PARAWEBBING * •
• TWIN I D_0898GA_03
28"CHANNELIZING FLAGGER �r " TWIN FALLS,ID
DEVICE ~�
NOTES: I •. • MATERIAL DESCRIPTION QTY ACTUAL
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 4
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1
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. _
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ! •1 ! - • 1 ! `1' • 1 ! 1 -! - • !
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... _
ALL DEVICES CONFORM TO CURRENT MUTCD. 1 r,� �_" ,••, ,� - - _ = -'{'•`��•
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 ; 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. -
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. U3SOl.7
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME )1�1yM3OIS
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. r • ram/ - -��
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. * _ t `� —--———
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 4 _
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY 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 -
OFTHEMIDBLOCKCROSSWALK
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 '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITco
' 'I
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
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
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
0 NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55 180' 90, 60' A B C 08/02/23 REV 2 NV
L =WS2
1u 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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 _ 1 495' 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 E04S 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_03
LEGEND ADDRESS: ® pmu....ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
DIRECTION ADVANCED r
OF TRAFFIC 0 WARNING SIGNS 1 s.
WORK TRUCK ® ARROW PANEL _ `, •:ti tt I - f
(FLASHING ARROW)
SHADOW UNIFORMEDFm , • � ` ., �•. _ '��� ��. ���
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ••�' • •
N� • TWINID_0898GA_03
28 C DEVICE(ZING �■ FLAGGER i, �* ' .�
.. fir; "}t TWIN FALLS,ID
• •��� # r, l� 41 . ' r { tf MATERIAL DESCRIPTION QTY ACTUAL
NOTES: J"••, V •t r.
FOR LANE CLOSURES WHERE W< ,USE U VALUE FOR W=10'.W
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
r
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 College-Rd
•, . College •• College • College • •,
FOR ALL SPEEDS.
Rd
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. M -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. �� \ * •\;
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,•rR
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN to
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 Q3SO7.7 Q3SO7.7
PLACE FOR CONTINUOUS DAYS. )I1bM34IS �lb�M3UIS y w
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME O
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF U W
THE SAME ROAD. _
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND "_- Y y •'
J y
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ~ �_��_������� • Q U
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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 .+
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W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS
co WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
a SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
3 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 04//07/23/23 REV
NInAL sION B F
EV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 A B C 08/02/23 REV z NV
L =WS2
lu 35 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
Q 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
ul 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
60 570' 600' 300, 200, 660, 330' 220' 720' 360' 240' SHEET E04T 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_03
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-11. Lane Closure on a Two-Lane Road
with Low Traffic Volumes (TA-11)
)t1�aM A. I END TWINID 0898GA 03
FORD WORK
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Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
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DATE DESCRIPTION INITIAL
02/17/23 INITIAL SUBMISSION BRL
�Mr 04/07/23 REV 1 PF
X CLUSLL 08/02/23 REV 2 NV
Nola: Sea Tables 6H-2 and 614-3 'x"
OL for the meaNK of the t pogo
Q symbols and+or latter
v Codes used in this figure, WORK SCALE
MI
0 SIZE B SHEET: NTS
I
0 Typical Application 32 SIZE DSHEET: NTS
00 SHEET E08 OF E09
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Z FILE NAME:TDS TWINID 0898GA 03
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
` (optional)
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optional)
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Note: Rx long-term stationary T I L S ON
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ission
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o removed between the
o ROAD crosswalk lines. REVISIONS
NQRK DATE DESCRIPTION INITIAL
See Tables 6H-2 and 6H-3 02/17/23 INITIAL SUBMISSION BRL
° AHEAD 04/07/23 REV 1 PF
for the meaning of the
'ro 08/02/23 REV NV
symbols ar*or letter
Q codas used in this figure.
Q
I
v SCALE
of Typical Application 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NTS
00
00 SHEET E09 OF E09
0
Z FILE NAME:TDS TWINID 0898GA 03