HomeMy WebLinkAboutTWINID_0898GA_09_TCP_REV3-compressed (2) TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 09
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
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�
® DIGUM
Dig Line,Inc.
STREET NAME ARTERIAL / COLLECTOR t36O 3r.Z 1585
CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE MINOR ARTERIAL
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. EASTLAND DR / N 3100E MINOR ARTERIAL
TWINID 0898GA 09 TF
TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT ARTERIAL ROADS
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Rancho Vi_!.1
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- - - - On a Mission
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M - I T. (207) 591-6427 F. (207) 772-3427
# InfoOtileonte&.com
PV e�` REVISIONS
e
DESCRIPTIONDATE L 04/12/23 INITIIAL SU MISSSON INITIAL
`LO� 07/19/23 REV 1 NV
09/19/23 REV 2 AILS
• I*. - a L 02/27/24 REV 3 AM
�
` I C SCALE
n SIZE B SHEET: NTS
SIZE D SHEET: NTS
r
MINI i I SHEET E02 OF E09
- - - - - - - - _ _ _ — f- - - J
� �-0!�r 1w FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL ~
BARRICADE WARNING DEVICE FALLS AVE
PERMANENT TWIN FALLS, ID Dig Line.Inc.
MARKING WORK ZONE
t360-342.15Q5
DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS
ARROW PANEL _
WORK TRUCK
® (FLASHING ARROW)
SHADOW UNIFORMED f ;�
VEHICLE TRAFFIC OFFICER + +
g SIGN oa PARAWEBBING ��•t
TWINID 0898GA 09 TF
28"CHANNELIZIN �■
DEVICE FLAGGER • �• + TWIN FALLS ID
_ MATERIAL DESCRIPTION QTY ACTUAL
NOTES: '
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. + -F+• W
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR ,✓' � t +
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45.L
=S�W/60,S-SPEED,W=WIDTH F r
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE "*_ 'r•JK,
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
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 _ r
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. - - l
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. „ f
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND '►' ,
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD + '} �'��I I I •
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES W r L• . 4 }jy�`
RK pf
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE) { **UU�.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 4 +� ��IEQ e ' - •'F I- ` `
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES T I f • '�-- y
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 0 -
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. * 10 wp
I � f
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 • ' 4 ' �. i
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) - F'
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT w ,tip
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 09/19/23 REV 2 AILS
L =WS2 02/27/24 REV AM
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): —
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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: NITS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
65 645' 650' 1 325' 1 217' 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 1 350' 1 233' 1 770' 385' 1 257' 840' 420' 1 280' FILE NAME:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: DNXX L
TYPE II SIGN W/HIGH LEVEL FALLS AVE A�~
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig L'nc. LnC.
MARKING $ )•3421585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS �f
WORK TRUCK ® ARROW PANEL '
(FLASHING ARROW) -r r
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER 4
Odra.`
g SIGN OD PARAWEBBING
f TWINID-0898GA-09-TF
DEVICE
28"CHANNELIZING if } •
FLAGGER + '` TWIN FALLS,ID
~� `• { { l��•� R.
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ti
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
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 _ •• •`* •• f
(r4
FOR ALL SPEEDS. � �� �t
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. lam• __ _
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 -
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 F _
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM L
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 ti
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ���•
COLLECTOR ROADS. f
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ,
RESTRICTION TO THE FIRST SIGN. ,,,
'
r
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 40 4 _ _ - y•�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR p
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES x
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. "JJr
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK y• 6.
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 WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SHOULDER CLOSURE info®tilsontech.com
L %2 L % L L % L % L L 12 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) 04/12/23 INITIAL SUBMISSION RNc
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 REV 2 ALS
L —WS2 02/27/24 REV AM
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 1 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 1 248' 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 E03A OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 1 385' 257' 840' 420' 280' FILE NAME:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: DNXX L
TYPE II SIGN W/HIGH LEVEL FALLS AVE �~
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig L'nc. LnC.
MARKING $ )•3421585
/� DIRECTION ADVANCED +
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
SIGN OD PARAWEBBING ;I . �
TW I N I D_0898GA_09_TF
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 .k
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L _ _
= IL
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"DIMENSIONFOR ALL SPEEDS. -0
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 4Eki
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN i _
PLACE FOR CONTINUOUS DAYS. _W Fl!s Ave
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM kLIA
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 di-
flot-
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 SECOND06
SIGNS. - �
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD K *�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES t7�, '
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). q �TIL.1 r ue
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r:
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' _ AHEAd r' l
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 r
OF THE MIDBLOCK CROSSWALK - _ - w•
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - f -
�',
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 L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT EIF
+r
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SHOULDER CLOSURE info®tilsontech.com
L %2 L % L L % L % L L 12 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) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/19/23 REV 2 ALS
L —WS2 02/27/2 4 REV3 AM
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- M
60 <_35 MPH 100 100 100
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 - 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' 1 240' SHEET E03B OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 F 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280 FILE NAME:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL ~
BARRICADE WARNING DEVICE FALLS AVE
PERMANENT TWIN FALLS, ID Dig Line.Inc.
MARKING WORK ZONE
t360-342.15Q5
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK F (FLASHING ARROW) .. _ _ �
SHADOW UNIFORMED • '*
VEHICLE 7& TRAFFIC OFFICER
g SIGN 11=1=31111111 PARAWEBBING
� TWINID 0898GA 09 TF
28 CH DEVICE ANNELIZIN �■ FLAGGER f �f TWIN FALLS ID
w _ MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR r l.
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:Lh'i '
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION •V j�• - ,,,++y��
AND ACCESS RADII. •x s _
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION — J`
FOR ALL SPEEDS.
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.
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 P �•F
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. _I - ; T'
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.
op
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 ye 5 1 •4�_�r
RESTRICTION TO THE FIRST SIGN.THE BDIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND fff ff**44
SIGNS. m �^. �, Ir
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD +� _ t•. 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 y f•� _ ' e
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. , •' - �
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE F f
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 L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 09/19/23 REV 2 AILS
L =WS2 02/27/24 REV3 AM
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): —
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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: NITS
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
65 645' 650' 325' 1 217' 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:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E V~
BARRICADE WARNING DEVICE Dig
Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING
t360-342.15Q5
DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS
M
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
TWINID 0898GA 09 TF
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"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE -
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES -
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ ;
FIELD CONDITIONS,ETC... _ �•
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. y�
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE I
CONSTRUCTION CAN BEGIN. -
'r _
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _{'•
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM J-
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. qf
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. _ 45w
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME eLfiIIIIIIIIIIII
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 mdr e
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
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 Tom
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 WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED LANE MERGE lnfoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNc
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 REV 2 AILS
L =WS2 02/27/24 REV AM
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): —
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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: NITS
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 E03D OF E09
65 645' 650' 325' 1 217' 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:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E V~
BARRICADE WARNING DEVICE Dig
Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING
t360-342.15Q5
/� DIRECTION ADVANCED ti ._ ,
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK
ARROW PANEL r
® (FLASHING ARROW)
��.
SHADOW UNIFORMED t
VEHICLE TRAFFIC OFFICER ql
g SIGN oa PARAWEBBING pry s�
•�pyt i TWINID 0898GA 09 TF
28"CHANNELIZIN DEVICE 02 FLAGGER + h _ TWIN FALLS ID
L
NOTES: ,r •# MATERIAL DESCRIPTION QTY ACTUAL
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR _
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �.
=S�W/60,S-SPEED,W=WIDTH
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.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. i
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.
�— {L6"b
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - ur -
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 "ice
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). uft"
HOOK
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 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 L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED LANE MERGE lnfoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 09/19/23 REV 2 AILS
L =WS2 02/27/24 REV3 AM
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): —
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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: NITS
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 E03E OF E09
65 645' 650' 325' 1 217' 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' FI
LE NAME:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E V~
BARRICADE WARNING DEVICE Dig
Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING
t360-342.15Q5
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
{
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED '
VEHICLE TRAFFIC OFFICER + '
g SIGN oa PARAWEBBING + f'
TWINID 0898GA 09 TF
28"CHANNELIZIN �■ FLAGGER + ` w`�r TWIN FALLS ID
DEVICE
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: +
i
• FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. rn
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 +
C AND ACESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE }y ;
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION T
FOR ALL tj 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 SIDEWALK CLOSED '
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL CROSS HERE . ' t -■■
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM .. 7'
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN +
PLACE FOR CONTINUOUS DAYS. 'r•f
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ;
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM L _
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r t
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME !fum Blvd
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF Sti3diUrn,81wd ji
' .
THE SAME ROAD.
iurn
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL ANDBlyd St 4 t1�m Blvd
'
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - a
RESTRICTION 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
I
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR J +
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES E
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
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 L1=NGTH(FT) I`�
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT + �
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SIDEWALK CLOSURE lnfoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 Nv
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 09/19/23 REV 2 AILS
L =WS2 02/27/24 REV AM
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): —
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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: NITS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09
65 645' 650' 1 325' 1 217' 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 1 350' 1 233' 1 770' 385' 1 257' 840' 420' 1 280' FILE NAME:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: DNXX L
.�
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig L'ne. LnC.
MARKING $ )•3421585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm J
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID 0898GA 09_TF
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
n p MATERIAL DESCRIPTION QTY ACTUAL
NOTES: - • • p m
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
mn
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L r 0 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.
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. 1
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • ; +J + `
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 * wa, -
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 •a • . r
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 `�•+� r
COLLECTOR ROADS. -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF + -
RESTRICTION TO THE FIRST SIGN.THE B
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND i�■ '4+
SIGNS. 1'
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ti
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
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 �' s
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. f,
fir .
TAPER LENGTHS CALCULATED BY FORMULA • {;- .
FROM IMUTCD TABLE 6H-4. _ ■ t' r a " y
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WSdolk-
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SIDEWALK CLOSURE info®tilsontech.com
L %2 L % L L % L % L L 12 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) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/19/23 REV 2 ALS
L -WS2 02/27/24 REV3 AM
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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 E04A OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E V~
BARRICADE WARNING DEVICE Dig
LIAQ+Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING
t360-342.15Q5
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS 1
r
WORK TRUCK ARROW PANEL
® (FLASHING ARROW) - t
SHADOW UNIFORMED _ a
VEHICLE TRAFFIC OFFICER
SIGN Oa PARAWEBBING
TWINID 0898GA 09 TF
28"CHANNELIZIN FLAGGER �' TWIN FALLS ID
DEVICE ~� V 3N3H SS0N3
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: f '. 43SO 13)I-IVM3UIS ,
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 fy f *r
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 r
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION +
FOR ALL SPEEDS. 'p t
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
i i 1
FIELD CONDITIONS,ETC y5
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .� f �} K r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE a}r k
CONSTRUCTION CAN BEGIN. - t
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL i�1> ',�~_ "; •y' T 'F
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM '
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN t
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 i -
PLACE FOR CONTINUOUS DAYS. ' + ~
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r + y
F
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ;'r ► L
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. - - -
r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF p '
RESTRICTION TO THE FIRST SIGN. 4 1
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - }�
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �r
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR p''�- +.r ; 4
%
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES r �
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 4' _♦M1.• 'L
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK +T - ' r / s N
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 0 0 4p
0M
TAPER LENGTHS CALCULATED BY FORMULA m D '
FROM IMUTCD TABLE 6H-4. - v
40 M.P.H. OR LESS: L=WS2 /60 M ,
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) ;
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SIDEWALK CLOSURE lnfoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
ROAD TYPE 07/19/23 REV 1 NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 09/19/23 REV 2 AILS
L =WS2 02/27/24 REV AM
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): —
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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: NITS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09
65 645' 650' 1 325' 1 217' 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 1 350' 1 233' 1 770' 385' 1 257' 840' 420' 1 280' FILE NAME:TWINID 0898GA 09 TF CD
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
811 or 800-342-1585
Flyurp 61-1-11. Lane Closurp on a Two-Lang Road
with Low Traffic Volumes (TA-11)
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ON[ 1Alll.
AOAI? REVISIONS
lh_v Ld ANEAO
L DATE DESCRIPTION INITIAL
��OM a��O 1 C 04/12/23 INITIAL SUBMISSION RNC
T I 07/19/23 REV 1 NV
0 N 3 09/19/23 REV 2 AILS
M 02/27/24 REV 3 AM
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SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E05 OF E09
[FILE NAME:TWINID 0898GA 09 TF CD
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
Figure 41-1-31. Lane Closures on a Street with Uneven 811 or 800-342-1585
Directional Volumes (TA-31)
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1 T- (207)591-6427 F- (207)772-3427
IVInPoOttlsontech.com
t REVISIONS
— DATE DESCRIPTION INITIAL
Noto Soo TaWoe 6H•2 and 0/1 /23 INITIAL SUBMISSION R
NC
07/19/23 REV 1 NV
614-3 for the moaning 09/19/23 REV 2 AILS
of the symbols od,'nor 1 1 i 02/27/24 REV Ann
lottor codos usod in JUL ROAD
this figuro WORK _-
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SCALE
TypICal ApplIcatlon 31 SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E06 OF E09
FILE NAME:TWINID 0898GA 09 TF CD
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Flqure 61-1-32. Half Road Closure on a Mu Itl-Dille. 811 or 800-342-1585
High-Speed Highway (TA-32)
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MATERIAL DESCRIPTION QTY ACTUAL
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t REVISIONS
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- DATE DESCRIPTION INITIAL
0/1 /23 INITIAL SUBMISSION R
07/19/23 REV 1 NV
09/19/23 REV 2 AILS
Nolo Soo Tablos GH-2 and 61-1-3 f7 n 02/27/24 REV AM
for 1he mearurV of the ftAU
symbols andl'or letter PORK -- —
codes used In this figure. AH(AIAQ SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE D SHEET: NTS
SHEET E07 OF E09
FILE NAME:TWINID 0898GA 09 TF CD
WORK ON PARKING LANE ® DIG
Flqure 61-1-32. Half Road Closure on a Mu Itl-Lane. Dig Line,Inc.
811 or 800-342-1585
High-Speed Highway (TA-32)
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MATERIAL DESCRIPTION QTY ACTUAL
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IArt T- (207)591-6427 F- (207)772-3427
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t REVISIONS
ko
- DATE DESCRIPTION INITIAL
0/1 /23 INITIAL SUBMISSION R
07/19/23 REV 1 NV
09/19/23 REV 2 AILS
Nolo Soo Tablos GH-2 and 61-1-3 f7 n 02/27/24 REV AM
for 1he mearurV of the ftAU
symbols andior letter PORK -- —
codes used In this figure. HIAQ SCALE
A►�(A
SIZE B SHEET: NTS
Typical Application 32 SIZE D SHEET: NTS
SHEET E08 OF E09
FILE NAME:TWINID 0898GA 09 TF CD
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Flqure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
t (opbonaq
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romovod botwoon the
ROAD crosswalk lint. REVISIONS
DATE DESCRIPTION INITIAL
woflt See Tables 6H-2 and 6H-3
04/12/23 INITIAL SUBMISSION RNC
/ AHEAD 07/19/23 REV 1 NV
tar tho moaning of the
ILS
s mbols a Vo(loklof 0/ /2 REV2 A
y 02/27/24 REV 3 AM
codes used in this figure __-
SCALE
Typical Application 29 SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E09 OF E09
FILE NAME:TWINID 0898GA 09 TF CD