HomeMy WebLinkAboutTWINID_0898HA_09_TCP_REV0 (2) TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898HA 09
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
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® DIGUnEk
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Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN FILER AVE E COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. N 3100E ARTERIAL
TWINID_0898HA_09
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
ARTERIAL ROADS
PROPOSED CONDUIT ICOLLECTOR ROADS
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0 I � T. (207) 591-6427 F: (207) 772-3427
0 - I infoOtilsontech.com
O I I REVISIONS
DATE DESCRIPTION INITIAL
03/24/23 INITIAL SUBMISSION AM
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I I Jlp
SCALE
SIZE B SHEET: NITS
a L — SIZE D SHEET: NTS
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_ — — — — — — — — — — — — — — — —
co
o - silo Heyburn Ave � SHEET E020FE09
o
z -
3 FILE NAME:TDS_TWINID_0898HA_09
LEGEND ADDRESS: ® C1,95
DIGIIIne.
c.-ir telore r,.
TYPE II SIGN W/HIGH LEVEL FILER AVE
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK - �� ►
(FLASHING ARROW)
SHADOW UNIFORMED ' ' J Tom'
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING " _ '
* '! r _ T W I N I D_0898H A_09
28"CHANNELIZING FLAGGER �I + ` TWIN FALLS,ID
DEVICE ~� I -.. +1 Y p • '
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: - _J O W r
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 ��•I - �► +*t t
=S' W/60,S=SPEED,W=WIDTH f' , .r ••i f ♦��
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. I . ♦ � t� p+
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. - Law AIA .7
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... - - - 1st "'t
PIP
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFOREIr
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 rt
PLACE FOR CONTINUOUS DAYS. Filer Ave 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 0
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ♦ _
COLLECTOR ROADS.
•
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 0
RESTRICTION TO THE FIRST SIGN. _
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. y i. 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 _ - r '
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = f
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES m Q r �•
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ 11
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK cc .� f• 'f
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -
f
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 CL ..+
40 M.PH. OR MORE: L=WS 4m
L=TAPER LIENGTH(FT) -�
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
CN
CN
o MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
M TI L5 0IN
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SHOULDER CLOSURE
o POSTED SPEED L %2 Lnfo®Hlsontecn.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
d1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 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 1 645' 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_0898HA_09
LEGEND ADDRESS: ® C1,95
DIGIIIne.
c.-ir telore r,.
TYPE II � SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ARROW PANEL OV3HV
® (FLASHING ARROW) ' NiIOM L? y.{
SHADOW UNIFORMED y Ainun r
VEHICLE TRAFFIC OFFICER >Y o
J�g SIGN OD PARAWEBBING Wa TWINID_0898HA_09
28"CHANNELIZING FLAGGER r TWIN FALLS,ID
DEVICE ~� OV3HV
03S010 MATERIAL DESCRIPTION QTY ACTUAL
NVl 1H�JRI .
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •
FOR SHOULDER CLOSURES WHERE W< 10',USE 1"VALUE FOR W=10'OR
CALCULATE 1"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r r _ 0 r _ ,
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. 8
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC T
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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r '
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
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 A �' ., �,r•�.
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME C 1 •�h .r.
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW]] DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. /n� 6. ! �•�y,,� '
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 r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR R R••'
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 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 e
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. j 1
40 M.P.H. OR LESS: L=WS2 /60 UTILITY
40 M.PH. OR MORE: L=WS w AHEEAA
D '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
M TI L5 0IN
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE
o POSTED SPEED L %2 Info®tllsontecn.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
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 E03A OF E09
0 65 645' 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_0898HA_09
LEGEND ADDRESS: ® C1,95
Diqune.
c.-ir telore r,.
TYPE II SIGN W/HIGH LEVEL N 3100 E CONSTRUCTION CREW MAY ONLY OCCUPY
BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY
PERMANENT TWIN FALLS, ID OF A SCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc.
MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW
/� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE 811 or 800-342-1585
\� OF TRAFFIC WARNING SIGNS 1 PRINCIPAL,WORKING WITH THE SCHOOLS TO
ACCOMMODATE THEIR OPERATIONS.
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) aV3HV •
Fm SHADOW UNIFORMED NNOM
VEHICLE TRAFFIC OFFICER Alma
g SIGN OD PARAWEBBING • + T �' TWINID_0898HA_09
28"CHANNELIZING
DEVICE M FLAGGER 4. TWIN FALLS,ID
Otl3H0'NOTES _ SS - MATERIAL DESCRIPTION QTY ACTUAL
1H9121
03SO 1`
: 3NV1 10 '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 {
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L r'•
=S' W/60,S=SPEED,W=WIDTH • ,�
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. �i I
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. E21
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 d '
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -�^ y, U
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 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 4
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I
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 l�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR '
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ,
TAPER LENGTHS CALCULATED BY FORMULA t
FROM IMUTCD TABLE 6H-4. unury
WORK
40 M.P.H. OR LESS: L=WS2 /60 AHEAD "
40 M.PH. OR MORE: L=WS '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
co
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
Cl) L5 TI0IN
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE
o POSTED SPEED L %2 Lnfo®tllsontecn.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 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 E03B OF E09
0 65 645' 650' 325' 217' 715' 1 358' 1 238' 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_0898HA_09
LEGEND ADDRESS: ® DirAuP c
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL o-
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING .=++r� -''1 TWINID_0898HA_09
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 Filer.Ave E
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - Filer y _ r 1ve
_
=S' W/60,S=SPEED,W=WIDTH
Filer-Ave W
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 sl h
FOR ALL SPEEDS. -
Cn
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 BEFOREi
CONSTRUCTION CAN BEGIN. - }
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLT
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 LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM v +i
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN m
PLACE FOR CONTINUOUS DAYS. A !
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 2
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. r
MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND • r Q
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF m r D
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 03
SIGNS. y m v Tr
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). 49
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA '
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 +w ,Y.'��+
40 M.PH. OR MORE: L=WS '
L=TAPER LI=NGTH(FT) # `
W-WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
co
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
M TIL50IN
BUFFER ZONE
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 Lnfo®Hlsontecn.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
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 E04 OF E09
0 65 645' 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_0898HA_09
LEGEND ADDRESS: ® DIGIIlne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS `Y
WORK TRUCK ® ARROW PANEL ;
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER ,0
g SIGN OD PARAWEBBING " �
TWINID 0898HA 09
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES y • y
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - - - h
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' TRAFFIC
FI=SPEED, L DEVICH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 1R'
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... t/ —__._.. .kAWAIII14I ~'T'
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 "1 JO
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. e,.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 'A I' a3SO,^
� >
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 0
PLACE FOR CONTINUOUS DAYS. v r �-lVM3ais p
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.IJ
THE SAME ROAD. O m `. ,^
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND h - 0
COLLECTOR ROADS. m 1� - f W
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF , 0 YT * a V
RESTRICTION TO THE FIRST SIGN. e jw
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND v/
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).
i - t
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 4
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.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) F
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
co
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
Cl) LSO
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 Lnfo®tllsontecn.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
d1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
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 __ INS 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
0 65 645' 650' 325' 217' 715' 1 358' 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_0898HA_09
LEGEND ADDRESS: ® DIGIIlne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER 4.
g SIGN OD PARAWEBBING
fr ' 1 TWINID_0898HA_09
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. T 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 `r '
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,S,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. -c ;_ut V — -- _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. + ,�` c; 4r T
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE * -
CONSTRUCTION CAN BEGIN. J -
�IY+'�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • f 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 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. y
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - 1f
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. af.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND « r
COLLECTOR ROADS. '+L Q •�/i��"l77+ " -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I (W
RESTRICTION TO THE FIRST SIGN. O Lu ~ `
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. J Lu
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD V
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Y N
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - J co - -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR j 0
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Ix
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES W V
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. c �.
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
FROM IMUTCD TABLE 6H-4. + `'
40 M.P.H. OR LESS: L=WS2 /60 * r
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT) -
r
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
co
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
Cl) TIL50IN
BUFFER ZONE
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
SPEED SIDEWALK CLOSURE T: (207) 591-6427 F: (207) 772-3427
o POSTED SPEED L %2 Info®Hlsontecn.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 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 E04B OF E09
0 65 645' 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_0898HA_09
LEGEND ADDRESS: ® C1,95
DIGIIIne.
c.-ir telore r,.
TYPE II � SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS _
ARROW PANEL �r
WORK TRUCK ® (FLASHING ARROW) 5
� •�rM ry
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
SIGN ==C=M PARAWEBBING
TWINID_0898HA_09
28"CHANNELIZING
DEVICE V 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 '1/
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE t.
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. 1
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
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 1 -
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 -Dr Kingsgate Dr
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF to
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 'F �J
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 x
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
3a
TAPER LENGTHS CALCULATED BY FORMULA
INC
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 C I -
co
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
M L5 TI0IN
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 % % % Y2 Lnfo®Hlsontecn.eom
L L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
d1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
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 __ INS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09
0 65 645' 650' 325' 217' 715' 1 358' 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_0898HA_09
LEGEND ADDRESS: ® C1,95
Diqune.
c.-ir telore r„
TYPE II SIGN W/HIGH LEVEL N 3100 E CONSTRUCTION CREW MAY ONLY OCCUPY
BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY
PERMANENT TWIN FALLS, ID OF A SCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc.
MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW
811 or 800-342-1585
/� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE
\= OF TRAFFIC 0 WARNING SIGNS PRINCIPAL,WORKING WITH THE SCHOOLS TO
ACCOMMODATE THEIR OPERATIONS.
WORK TRUCK ® ARROW PANEL aw
(FLASHING ARROW) is
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
g SIGN r==CM PARAWEBBING
28"CHANNELIZING TWINID_0898HA_09
DEVICE *--■ FLAGGER TWIN FALLS,ID
lMATERIAL DESCRIPTION QTY ACTUAL
NOTES: I(
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 1.CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. 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
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 r
THE SAME ROAD.
MUST ALLOW I 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. E
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND yy
SIGNS. r
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1�•- �.���,.-1+.....:....
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.
�i
TAPER LENGTHS CALCULATED BY FORMULA is
FROM IMUTCD TABLE 6H-4. CLOSELK
LOSE°
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
co
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
Cl) L5 TI0IN
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 1°ro®cllso°ceon.�om
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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' 1 250' 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
C' 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
70 730' 700' 350' 233' 770' 385, 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09
LEGEND ADDRESS: ® C1,95
DIGIIIne.
c.-ir telore r,.
TYPE II � SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS I
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW)
Fm SHADOW UNIFORMED r
VEHICLE TRAFFIC OFFICER i
g SIGN OD PARAWEBBING
T W I N I D_0898H A_09
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
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L +_ a
=S' W/60,S=SPEED,W=WIDTH .1''�i�,,5i•�� M
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ..)
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE iY -`', t`;;/ 1 _C t
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 'I
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. y.� sioewa�K c�oseo
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CROSS Heae
CONSTRUCTION CAN BEGIN. �•
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Hillcrest� crest Drg7 perest Dr
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 AY 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 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 xx
SIGNS. y
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. - c �
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)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITco
)
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
Cl) L5 TI0IN
BUFFER ZONE " ' "
a POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 Info®HlSontech.con.eom
L % % % Y2 L L L L L L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM
X ROAD TYPE
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