HomeMy WebLinkAboutTWINID_0898GA_05_TCP_REV0 (2) TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 05
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 ♦ REFERENCE CITY OF
FALLS, ID ♦ . OR
OF TCP FOR WORK ON LOCAL STREETS.
•DR• • ST N
DESCRIPTIONTWIN ID-0898GA-05
TWIN FALLS,ID
MATERIAL QPF
TY ACTUAL•=r1•- L 1
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log infoOtilsontech.com
ra r
• r � � 1 ,_ D��rxe[on C+ ,� �� � v�_y _ F ,f _
SHEET E02 OF E09
FILE NAME:TWINID-0898GA-05
w'
LEGEND ADDRESS: ® pmu.:..ne.
k,-a. .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
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
g SIGN OD PARAWEBBING _
;14o— TWINID_0898GA_OS
28"CHANNELIZING FLAGGER
DEVICE ~� 1 . TWIN FALLS,ID
❑VgHV « ' A MATERIAL DESCRIPTION QTY ACTUAL
NOTES: SI a OM
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •M - - _
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ,ljllllfl _ 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 4
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •t {1w ••4 !
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 •� Jam• • S`�
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 ■''�' v�F-
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • :r{'�"y� .'+ w -.• - 't •^_
PLACE FOR CONTINUOUS DAYS. J} ,- per}••,4.'��•;:,. .� 1 ! _
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -Y,•, y; •;1 , -� 1 __ _ '�
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �. • fi'�}•-, '„�T.,k*y I ~
THE SAME ROAD. r ', *_ _ •�-�
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 • - 1 `.• ? ! '; ��
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r� UTILITY v —
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR WORK�t',+`� :�' _ •
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL > .,: 4� 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 _ •� �Mi�' �'' t
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 ghee r
40 M.PH. OR MORE: L=WS • t
L=TAPER LI=NGTH(FT) �-
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
a
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
o L j2 L j L L j L % L L V2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 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' <_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' 1 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
0 65 645' 650' 325' 217' 1 715' 1 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os
LEGEND ADDRESS: ® pmu•...ne.
k,-ar .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED r
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
�( TWIN I D_0898GA_OS
28"CHANNELIZING
DEVICE �■ FLAGGER TWIN FALLS,ID
NOTES 4b3HY MATERIAL DESCRIPTION QTY ACTUAL
: � ' � �'
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. , Nmom
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR M Alllllfl "•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 I,
AND ACCESS RADII. ,
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •r - ��r �----- - -'� `
FOR ALL SPEEDS. '•.q,
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL f i�
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 - 'A
CONSTRUCTION CAN BEGIN. I-
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 4 f '_ ✓�. '_ ' 'y, r j�+
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM f/•�' ` .;�A, •I -� ' Z 4
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. ,���..,�� r �r r • - r•� - ` 7►', '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 ' +.L •� • �w,;~
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r - t
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 •��-• l s3Sr
COLLECTOR ROADS. • I �• ' dl
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ti
RESTRICTION TO THE FIRST SIGN. . _ - '� - ' •* 'r - �'
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).
�+v
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR w ' _ UTILITY
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , 1 { S�j WORK
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. I r AHEAD
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK •� ^ ' ` ' Z r
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULAFROM IMUTCD TABLE 6H-4. -
40 M.P.H. OR LESS: L=WS2 /60 Lo o r,., Bitterroot Dr Bitterroot Dr Bitterroot Dr
40 M.PH. OR MORE: L=WS
f11��ra_
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
a
04
Cn
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09
01 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:TWINID_0898GA_05
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL MADRONA ST N —&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 '
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED _
VEHICLE TRAFFIC OFFICER
g SIGN 111111=31=11==PARAWEBBING TWINID 0898GA OS
VICE 28"CHA IN �■ pb 3Ht! •;►r~
DEVICE FLAGGER HapM L TWIN FALLS ID
A11111(1 ` 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
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... •�' 1
ALL DEVICES CONFORM TO CURRENT MUTCD. -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. y' •r`+
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE g, • �.- ,. _ �.�►�►
CONSTRUCTION CAN BEGIN. ..� '• — `' -_ a
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN AND
RE-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. ••A 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. 16F:•'!� - - i
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. !
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ! - \r r ML•• t
COLLECTOR ROADS. ti
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -`+! " •
RESTRICTION TO THE FIRST SIGN. Orr III,
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 UTILITY `
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WORK
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 'y,. i AHEAD
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 1. _
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t -
1 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 4'
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT '
a
0
co
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TILSON
BUFFER ZONE on a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED 1 SHOULDER CLOSURE
infoOtileontech.com
o L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET)
02/03/23 INITIAL SUBMISSION ----
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- —
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
o 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' [FILE NAME:TWINID_0898GA_05
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL MADRONA ST N —&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/L^ DIRECTION ADVANCED _ Y
\= OF TRAFFIC WARNING SIGNS r
4
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) r
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICE Dr N DoraDr IN Dora Dr IN Dora Dr N Dora1IN .
g SIGN Oa PARAWEBBING
� TWINID 0898GA OS
28"CHANNELIZIN t
1911-
DEVICE ■ FLAGGER TWIN FALLS ID
CL
r rir MATERIAL DESCRIPTION QTY ACTUAL
NOTES: • - �!!
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. V -' ••
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 y" SRIOM •_ �;� ~
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION S Alllllfl - ti
AND ACCESS RADII. ti
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 '. -Z� I 7••�
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .,• I �I -��� 1
FIELD CONDITIONS,ETC... �rY �" {�: •S I ;'
ALL DEVICES CONFORM TO CURRENT MUTCD. ��•� -' •�' '
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE '
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN h'-
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 F;••••- Mn i''�,if: �' ._
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. r''- "� '�`�tt• '� " ,
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 •- _ k -
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'
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
se-
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL "'-
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES WORK
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAD
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. -- - t--___-
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. )ora Dr S Dora Dr S Dora Dr S Dora Dr IN Dora Dr S
-
40 M.P.H. OR LESS: L=WS2 /60 1 __
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT "
0
co
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TILSON
BUFFER ZONE on a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED 1 SHOULDER CLOSURE
infoOtileontech.com
o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET)
02/03/23 INITIAL SUBMISSION ----
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- —
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
~I 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 E03C OF E09
0 1 65 1 645' 650' 325 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05
LEGEND ADDRESS: ® pmu•...ne.
k,-a. .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
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 _
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW)
SHADOW UNIFORMED "
VEHICLE TRAFFIC OFFICER * •�
g SIGN OD PARAWEBBING �t r
y. TWINID_0898GA_05
28"CHANNELIZING �■ FLAGGER �' . " ' TWIN FALLS,ID
DEVICE
_ MATERIAL DESCRIPTION QTY ACTUAL
NOTES: 1 • Y •,, ,•r .:FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �.'� - '\•-�� - �"���• - - • �k,�`
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 0V3Ht1 & r�j�°!'�."�•�•'r r- y
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L NUOM • �''�^ �������
=S' W/60,S=SPEED,W=WIDTH Alllllfl .},_• n -�
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
FOR ALL SPEEDS. (y_
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1a'.'- ►�
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL j _• ':"
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. J � •F.. _� -♦
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE T
CONSTRUCTION CAN BEGIN. •� -_ _ '
.q.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '4''11 ••'r •: y�' rr�lfr
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1'- �� -�' 4�-r + ►
.t r•
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN f ,•ti+ �.
PLACE FOR CONTINUOUS DAYS. _
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED 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. - -
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME •-'� .A �� _ t
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 0 - sy1j
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
1 •• .
THE DIMENSION THE DISTANCE FROM THE TRANSITION OR POINT OF 1 '!��- - - _ •�,^ ,1yAr,
RESTRICTION
ICTION TO THE FIRST SIGN. •, � '� •�. � {�,ar�J
THE S DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �1! r '.',:jr^ I ...✓♦ 1 SIGNS. •�� .Ti,' ( -� _
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 DRIVER APPROACHING A TTC ZONE). , -
� � �`. .� it• � i a.� _ � � , �;,*�'. �,
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR *� ",.✓, ± •• y � 1
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL „ I ,a,•• _ _
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES tl - 2 J Tn •G• -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' N,f� A ✓ f ��
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _M -�• -.ti r w •7
OF THE MIDBLOCK CROSSWALK - 1 UTILITY , t�� ,Y. /�� ` •�
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. � WORK
TAPER LENGTHS CALCULATED BY FORMULA • _ „ _ _ AHEAD +•
FROM IMUTCD TABLE 6H-4. �', . + ^Iy~ •
:� _ S�
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
a
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 -- ---- ---
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09
01 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:TWINID_os9sGA_os
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL MADRONA ST N —&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 �aom
WORK TRUCK ® (FLASHING ARROW) ai1TILn
_ 1
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER d.
g SIGN oa PARAWEBBING
TWINID 0898GA OS
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-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 m O 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 ,,lr
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 4NO0-7-
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. K l
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). I1LITYWORK
♦ -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ,
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES r
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 8
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS •�+^ y`
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
a
0
co
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TILSON
BUFFER ZONE on a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED ontech.com
o L %2 L 1 LANE SHIFT infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION
x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ----
30 200' 150' 75 1 50' 165' 83' 55' 180' 90' 1 60' A B C
1u L =WS2
Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- —
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
~I 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 E03E OF E09
Co
0 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 1 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 FILE NAME:TWINID_0898GA_05
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE FALLS AVE E
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
DIRECTION ADVANCED r r
OF TRAFFIC WARNING SIGNS
ARROW PANEL ►{!� " �' '+
WORK TRUCK
(FLASHING ARROW) ti[ '"Z �
SHADOW UNIFORMED #+e,��- �•.- �' rrr
VEHICLE TRAFFIC OFFICER *- ,•� ~'!r. ,� -
g SIGN oa PARAWEBBING
TWINID 0898GA 05
28"CHANNELIZIN FLAGGER " :Y 1- TWIN FALLS ID
DEVICE 02
S
�y �• • �' MATERIAL DESCRIPTION QTY ACTUAL
NOTE a Q,• f'`rr r
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ti'•' ��
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR ' e
C
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L .� -_- - '•• ,CI /`
=S�W/60,S-SPEED,W=WIDTH t /+�'} '� ` ,. •�M�'r oa w
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION • , ~' _
AND ACCESS RADII. _ �`"I -` - - " •1�• q Q
WHEN NECESSARY,SIGN PACING MAY BE ADJUSTED TO FIT SITE �" �kT _ , _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION '
FOR ALL SPEEDS. - p _
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1
FIELD CONDITIONS,ETC... t` GV3HV
ALL DEVICES CONFORM TO CURRENT MUTCD. "
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ! +w - NbOM
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ' • .— - - 1 Airlun 1 1
CONSTRUCTION CAN BEGIN. 1 x' � `• -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPMwwu_• •,
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 J�
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. 1 �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 DRIVER APPROACHING A TTC ZONE). •,10 r.'•ti UTILITY
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _ Y� j WORKAHEAD
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES = C 1 �L �� ` !-'�' r
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. t. UTILITY
TAPER LENGTHS CALCULATED BY FORMULA WORK a w
I AHEAD
FROM (MUTCD 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
a
0
co
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TILSON
BUFFER ZONE on a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED ontech.com
o L %2 L 1 LANE SHIFT infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET)
02/03/23 INITIAL SUBMISSION ----
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- —
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
o 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:TWINID_0898GA_05
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL
—n,
BARRICADE WARNING DEVICE FALLS AVE E
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS 1-' Y Ceti
WORK TRUCK ARROW PANEL •(; '�'' t r
® (FLASHING ARROW) `
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING ' .. r •
A 1 + TWINID 0898GA 05
28"CHANNELIZIN FLAGGER T 7 ~tt TWIN FALLS ID
DEVICE ~� 1 ;
} Y
NOTES: W W MATERIAL DESCRIPTION QTY ACTUAL
Q
FOR LANE CLOSURES WHERE W< USE"L"VALUE FOR W=10'.W .
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 - , • J
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE J r �, �•,
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 ---- +- mill
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 = C r
SIGNS. • •
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD m O F
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-SIGN SERIES D � 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 • l i� • ,
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES y '
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. C• ~ 4 • -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �r
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. UTILITY •
.�.
TAPER LENGTHS CALCULATED BY FORMULA WORK •
FROM IMUTCD TABLE 6H-4. AHEAD f v .
40 M.P.H. OR LESS: L=WS2 /60 t � � 4 _
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT •`
) tom. r �N� 1 ��•♦
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TILSON
BUFFER ZONE on a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED ontech.com
o L %2 L 1 LANE SHIFT infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET)
02/03/23 INITIAL SUBMISSION ----
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- —
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
o 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 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:TWINID_0898GA_05
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE E 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 Ail
(FLASHING ARROW)
FmSHADOW UNIFORMED Vw
VEHICLE TRAFFIC OFFICER
g SIGN OO PARAWEBBING
"': ` 4 +•, TWINID_0898GA_OS
28"CHANNELIZING FLAGGER
DEVICE ~� t j TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: -i 1_:* .,'1•-+: t.'L. �.
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. # . •'Hy • - '+4
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR A 'K-"��y' -�'`tti•+��-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 ti - d il
J iL
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Q
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. , 4r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ '-1El
-- l
CONSTRUCTION CAN BEGIN. 1to
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 I
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ter.. - -- - - , _ - _ _ _
COLLECTOR ROADS. Y
• 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 - ♦ �♦ UTILITY
SIGNS. •
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD . w�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r„ D C '
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). __ _ -� F� ( �D y
• �1Apr' r�1
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �"
r-.i i
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • �+
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES / I ■
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. qwUTILITY
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE WORK
OF THE MIDBLOCK CROSSWALK AHEAD .�
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA y -
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 f
40 M.PH. OR MORE: L=WS =rt_ . •
L=TAPER LIENGTH(FT) '',
i
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
dill
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE ---- ---- ----
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
C 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
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' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05
LEGEND ADDRESS: ® DIG!-lne_
TYPE II SIGN W/HIGH LEVEL
BARRICADE WARNING DEVICE FALLS AVE E
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
111111101 MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL i' r 1 i .
WORK TRUCK ® (FLASHING ARROW) i ,���' .'�'��. •�
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER y T
' � r'r •T
g SIGN oa PARAWEBBING
28"CHANNELIZIN ~ ��; 4 ' TWINID 0898GA OS
DEVICE 02 FLAGGER y ( ri�''t' r Y ❑ TWIN FALLS ID
~
, Q
J O W MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ^?• y �` - I ' , ~ _
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •` I �� = Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR ti
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 j• r �• f • ( _ -
FORALLSPEEDS. • �� I'<� t
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - L" 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
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 1 •
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM —Tr—
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. ♦ J
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - --
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OFF . w• '
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ;0 1
COLLECTOR ROADS. _ =
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF D r y r -
RESTRICTION TO THE FIRST SIGN. Q 7C j C7 M D 1 r
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Z
SIGNS. m THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD RIGHT LANE
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - CLOSED
AHEAD
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �,tf
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES '' �.' •� t
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. f r
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •i �,
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. __ UTILITY ,�, •, a -
{,. i WORK
TAPER LENGTHS CALCULATED BY FORMULA r A ,> AHEAD
FROM IMUTCD TABLE 6H-4. ti ,
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) r
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
0
co
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
N TILSON
BUFFER ZONE on a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED ontech.com
o L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION
x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ----
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- —
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
~I 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 E031 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 1 r 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL LOCUST ST N 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) NV"
SHADOW UNIFORMED Amm
Fm VEHICLE TRAFFIC OFFICER
f
SIGN OD PARAWEBBING
28"CHANNELIZING TWINID_0898GA_OS
DEVICE �■ FLAGGER - •- TWIN FALLS,ID
1.
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' TRAFFIC
FI=SPEED, L DEVICH
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 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 ,� r
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 , L1
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 rw
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF s -
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 9fr �M-
COLLECTOR ROADS. _ - �� �•q
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 -1 1R '_
SIGNS. r+ r
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD C, <
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES rjL2 Q=
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). s 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
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. 'L
40 M.P.H. OR LESS: L=WS2 /60 UTILITY
40 M.PH. OR MORE: L=WS WORK
AHEAD '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
a
04
Cn
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09
0 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_05
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/L� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS Julie Ln Julie Ln Julie Ln Julie Ln Julie Ln
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING 3213H SS0210 T
TWIN I D_0898GA_05
28"CHANNELIZING FLAGGER 03SO10)I IVM301S . J TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. SOF
_
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 40
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH PIP
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION f �'
AND ACCESS RADII. - Y
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r �lyl
"t"
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ✓IR _ -
FOR ALL SPEEDS.
Ir
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 N
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN W J • ///, I _ _
PLACE FOR CONTINUOUS DAYS. fJ '
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME N
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF v
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 `,y• t M
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK 4
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t
TAPER LENGTHS CALCULATED BY FORMULA `',', SIDEWALK CLOSED - '
FROM IMUTCD TABLE 6H-4. '
CROSS HERE �---� -
40 M.P.H. OR LESS: L=WS2 /60 Psi
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT • - • '" • • •
cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
CL
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'cc 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:TWINID_os9sGA_os
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
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 1 1 ' 1 , _" 1 , 1 •
(FLASHING ARROW)
SHADOW UNIFORMEDFm �-
VEHICLE TRAFFIC OFFICER t 311BHssoH
—�
SIGN OD PARAWEBBING a3so�or�rnutaals
TWIN I D_0898GA_05
28"CH ZING
DEVICEEVICE FLAGGER TWIN FALLS,ID
~� • � � -
h
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. 1�'• ' -WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - •6 F
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �-
FOR ALL SPEEDS. FF
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Ile
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 -� Y .� -
CONSTRUCTION CAN BEGIN. ~r�^ •��'�;,r• Q W ��
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL W f
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM (,.1
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - N _
PLACE FOR CONTINUOUS DAYS. _ �•.��"
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL K~�
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 0 , LAN
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -L -
COLLECTOR ROADS. •I ,' ur• ��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. z
t
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). SIDEWALK CLOSED
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �• , CROSS HERE
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. Bitterroot 1 •• •• 1 •• 1 •• 1 • 1
TAPER LENGTHS CALCULATED BY FORMULA Jl
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 -
a
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ----
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09
01 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:TWINID_0898GA_05
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
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 i
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED BE
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ,
Bitterroot�eirootDr BMNrmot Dr BitterrootDr TWIN ID 0898GA OS
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
aa3assoaosz- MATERIAL DESCRIPTION QTY ACTUAL
-►
NOTES: U38o1�altlM3U18
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�ICI
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L b
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION i
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 f f
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. r/
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r,
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE Y -
CONSTRUCTION CAN BEGIN. ;N �/� • -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM rn
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. `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
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 I
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). 4 �l
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR +r w '�, `
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 ADVANCEOF 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. Dora Dr N Dora Dr N ,,ra ,
r N
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 LIMIT71
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09
01 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:TwwID_0898GA_05
LEGEND ADDRESS: ® Di Uffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE E &f &;
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) i
SHADOW UNIFORMEDFm �•�
VEHICLE TRAFFIC OFFICER
SIGN OD PARAWEBBING • !
f �• .Yti1. � TWINID_0898GA_OS
28"CHANNELIZING
DEVICE FLAGGER r TWIN FALLS,ID
sw 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. - -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. F •
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -
CONSTRUCTION CAN BEGIN. of
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 I -• "-`I _
BE LIMTED TO WEEKDAYS,BETWEEN AND
RE- VED E
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 Y
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF N r
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND m n
COLLECTOR ROADS. � 0
m rn
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF m
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 11'
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •A•• ��"
OF THE MIDBLOCK CROSSWALK ik1�
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ;
mw
TAPER LENGTHS CALCULATED BY FORMULA *i r�
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 WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
N
N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2L % L L % L % L L V2L '/3L 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C --
° L -WS2 35 250' 204' 102' 68' 225' 1 12' 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' 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 E04C OF E09
0 1 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:TwINID_0898GA_05
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE E z���«r
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 '4
W ® ARROW PANEL
WORK TRUCK 1r
(FLASHING ARROW) _ t �+• y
SHADOW UNIFORMED "'• • - :r. �..-,
Fm VEHICLE TRAFFIC OFFICER "" ' y i
_ t-
g SIGN OO PARAWEBBING �
� - _� �, • TWINID_0898GA_OS
28"CHANNELIZING FLAGGER .� 4 TWIN FALLS,ID
DEVICE ~� / ■ r 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 - a
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION '-
AND ACCESS RADII. - • r-_-.�WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �� i �'-•, -
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 1p •f'
PLACE FOR CONTINUOUS DAYS. --q 03smo •- 0 1.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME Q H f - -- ! wivm30ls I •_��_ m w +
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF C m R!f Q y _
THE SAME ROAD. �+ _
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND IT!D C O r '
COLLECTOR ROADS. f N V 3
o
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. _ U"' - •
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD .y_. •,�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES w '� ~ f 4',1.• .1
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •Z. �'1 �� k - ...i•�l� S't ,
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL { =.r f� r ;��,,,fr + •�.._+�4•• 1'
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 1 + r '�,•• y 'V"' iM 1
r{ `
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE '.j-7,3► �, ` '+j, ,�
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. .+ =�9
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 1<'
L=TAPER LIENGTH(FT) 4 `t
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _
a
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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' 1 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550. 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09
0 65 645' 650' 325' 217' 1 715' 1 358' 238' 1 780' 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_os
LEGEND ADDRESS: ® Di Uffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE E &;fww;.b
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) �t {*• � '`�
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER •• y
g SIGN OD PARAWEBBING t, W
/L TWIN I D_0898GA_05
28"CHANNELIZING
DEVICE 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 b
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. - - -
ipA
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE iv—
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - A
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _- .��`.• ,�1
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ♦ y ;'Y } ,�
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM i
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN n m
PLACE FOR CONTINUOUS DAYS. .�
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - y D •.UNTIL WORK WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF y
THE SAME ROAD. _
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND A r
COLLECTOR ROADS. -
m
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). - - , • --
't
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR � ��- • �r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES '• r;•
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. >�-` .✓� �•
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK ^„
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t �N.w ,
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 LIMIT
0
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
CV
N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2L % L L % L % L L V2L '/3L 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C --
° L -WS2 35 250' 204' 102' 68' 225' 1 12' 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
<
~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 E04E 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:TwINID_0898GA_05
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE E 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
VEHICLE TRAFFIC OFFICER '• � a..w- •�'� rt •
g SIGN OD PARAWEBBING
TWIN I D_0898GA_05
28"CHANNELIZING
DEVICE �■ FLAGGER fir 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 - - ,'�'-!V
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
.'Y+a►+ttl�.j
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 ..,` `• A � - '� --
FOR ALL SPEEDS. •1 ,! ,
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. :Is Ave
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Falls Ave E
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. J :•.� _ — —
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 •ram` r' ��- ` - , 4
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OFF
THE SAME ROAD. �- - 0
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �•
COLLECTOR ROADS. t
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. AIG �+
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND a3SO'10 W ,
SIGNS. (/� i1 • - N W
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD (7 �1bfM341S p
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . r m • U =
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). N
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR R1 D Q wn
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL {:J r - 0
W •
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES T� _ • V
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �s
OF THE MIDBLOCK CROSSWALK - p�• •,,_
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA .,
FROM IMUTCD TABLE 6H-4. ►' rr
a _
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS f
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE ---- ---- ----
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ----
L =WS2 --
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q -- -- --
60 100 100 100
<_35 MPH
o' 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09
0 65 1 645' 650' 325' 217' 715' 358' 238' 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL LOCUST ST N 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
WORK TRUCK ARROW PANEL
® (FLASHING ARROW) �—�" y. .�++. ....� •�.r
SHADOW UNIFORMED
Fm VEHICLE w TRAFFIC OFFICER BITTERROOT DR
g SIGN ==C=M PARAWEBBING
28"CHANNELIZING _` -_• _ _-f _` _ _ - � TWINID_0898GA_OS
DEVICE �■ FLAGGER TWIN FALLS,ID
r
32J3H SSONO - ' MATERIAL DESCRIPTION QTY ACTUAL
NOTES: �,'• 1� ,.�••. �, •�
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 03SO10 N1tlM3OIS ^�•�
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 j
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... _ Z
ALL DEVICES CONFORM TO CURRENT MUTCD. r•�.'��r .,� 1 - _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. a' i �Al• • - til
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE V
CONSTRUCTION CAN BEGIN. `
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '-I •
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM In A
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 �. •X 1 •'
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 w r
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �/
THE SAME ROAD. _ �C ♦^
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND '`111111- •� • -
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 L
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). ,� •(.•�
-J
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL i 1y� •' �•
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •�•J{.�'� _ ''I ",, •i + /r,�':,
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. •r` -•L •� _
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �' -, 1 .. �� 0' ,'`•
OF THE MIDBLOCK CROSSWALK '�l�" 1' Y. .
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA �" ,; . 0 T + •`.
FROM IM T D TABLE H-4. ,
40 M.P.H. OR LESS: L=WS2 /60 • G r
• .- R T I
40 M.PH. OR MORE: L=WSV.
• , i'
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Cn
04
0
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE
q 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 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
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04G OF E09
01 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:TwINID_0898GA_05
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL LOCUST ST N &;fw ;
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 UNIFORMEDFm '.
VEHICLE TRAFFIC OFFICER � •� s '~ '
g SIGN OD PARAWEBBING
r TWINID_0898GA_OS
28"CHANNELIZING FLAGGER ^ ' Z TWIN FALLS,ID
DEVICE ~�
L
+S ' 1 �,•• 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 _ ` 1 * •
=S' W/60,S=SPEED,W=WIDTH 1 .q • • •
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 7 • k ' t' 11
AND ACCESS RADII. y.E % •`�y
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1 TTT
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION '/ f 7� p . '�f ` '�•
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r1
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. - so
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -•.'
CONSTRUCTION CAN BEGIN.
I"
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - •�'�
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. SIDEWALK CLOSED
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CROSS ERE `!
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. f '•� • f r -
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 •`
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF FALLS AVE____ _E__-,.,:_ y
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.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. ;A,1
40 M.P.H. OR LESS: L=WS2 /60 h• �._
40 M.PH. OR MORE: L=WS �� �. ' .►� •' r�
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
ur
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
N
N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2L % L L % L % L L V2L '/3L 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)
02/03/23 INITIAL SUBMISSION --
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
° L -WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
0- 40 60 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
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 E04H 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:TwwID_0898GA_05
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)
OV3N>r` — T
)t»aM A. I END
ROAD WORD TWINID 0898GA OS
OYON TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
rflptiorral)
HdW Twr
XX ' s
OY3HY
avow
iNYI INO 50 to 100 ft
(optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
50 to 100 M "'WILD
We:Sea Tables 611-1-2 and 6H-3
for the meaning of the 15 ft
symbols andror letter ro
(codes used in this figure. ancowlNc
A TRAFFK
(optional)- . •
Cq (sae Section 38.16
TIL50N
N
8 (optional) On a Mission
Z
0 T- (207)591-6427 F- (207)772-3427
.0, } ONF IAME InfoOdsontech.00m
0 ROAD
AHEAD REVISIONS
(optional;, DATE DESCRIPTION INITIAL
3 _ I e, 02/03/23 INITIAL SUBMISSION --
ON3
Q
QI icpUor.all - —
ioptional)
SCALE
�I
Q ROAD SIZE B SHEET: NTS
0 WURK SIZE D SHEET: NTS
o AHEAD SHEET E05 OF E09
0
z
3 FILE NAME:TWINID_o898GA_05
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
Dig Line,Inc.
FI1.IUru GH-"l . L,irlo Clu,,Urµ, rlo -1 61-iit 1 Ull1 -volt 811 or 800-342-1585
C11tr='C:tlClllll 1,rc+lurlt��, +, Ta1-:� 1 ;I
GYAH4 TWINID 0898GA 05
ra�M t TWIN FALLS,ID
t7 YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L �
T
(apu 4 04
flnall _ —
BL.fler sp�lc�
(opUanah
N
X
,1ft
N
Temporary solid_
white lane line
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N ,12 L
'5=speed in mph N
CN
{� TILSON
NI On a Mission
Z — I
O ` T: (207)591-6427 F: (207)772-3427
4S ftl' InfoOdsontech.com
O
REVISIONS
ii t
DATE DESCRIPTION INITIAL
C 02/03/23 INITIAL SUBMISSION --
Note See Tables 6H-2 and ___
6H-31or the meaning
a of if Ie syntibols anWor - i i ROAD
QI letter codes used in WORK --- ----
U this figure. _ -
~I AHEAD SCALE
oI Typical Application 31. SIZE B SHEET: NTS
Q SIZE D SHEET: NTS
oo
oo SHEET E06 OF E09
o
z
3 FILE NAME:TWINID_o898GA_05
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
Hlgh-Speed Highway (TA-32)
TWINID 0898GA 05
TWIN FALLS,ID
tf MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xfn 'r
or
B
T 1
T [�o
- � INOIIt
L
Temporary white
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(optional)
1
1,,2 L MIN.
/<,>
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112LMIN < >
yellc�lw l�rl?S yyy
AX
IMPH
1/2 L MIN. I,opbonal
0
615
e111MIY:� �j
N I;MI
.100 TILSON
N On a Mission
Z
0 T: (207)591-6427 F: (207)772-3427
f— rn R InfoOtnsontech.00m
REVISIONS
DATE DESCRIPTION INITIAL
Z71
02/03/23 INITIAL SUBMISSION --
x
a
CLOSLL
Q Nola: Sea Tables 6H-2 and 614-3
aI for the meaNK of the ROAD
U symbols and+or latter t t WORK -- —
~I Codes used in this figure, AHEAD SCALE
�I
o SIZE B SHEET: NTS
I
00 Typical Application 32 SIZE DSHEET: NTS
00 SHEET E07 OF E09
0
z
3 FILE NAME:TWINID_o898GA_05
WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898GA 05
TWIN FALLS,ID
tf MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xfn 'r
or
B
or 1
T [�o
- � INOIIt
L
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(optional)
1,,2 L MIN.
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112LMIN
ye11o1w l rl?S yy y
V2 4L MIN. I,opbonal
0
rs V111 1t
N I;MI
TILSON
NOn a Mission
Z
0 T: (207)591-6427 F: (207)772-3427
f— rn rr InfoOtnsontech.00m
REVISIONS
DATE DESCRIPTION INITIAL
Z71
02/03/23 INITIAL SUBMISSION --
x
a
� CLOSLL
Q Nola: Sea Tables 6H-2 and 614-3
aI for the meaNK of the
U symbols and+or letter t t —
~I Codes used in this figure, AHEAD SCALE
�I
o SIZE B SHEET: NTS
I
0 Typical Application 32 SIZE DSHEET: NTS
00 SHEET E08 OF E09
0
z
3 FILE NAME:TWINID_o898GA_05
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
(optional)
T � -0 = W TWINID 0898GA 05
t J
O
p� y TWIN FALLS,ID
W y MATERIAL DESCRIPTION QTY ACTUAL
� a onf
i- .7K
z �.
a
5
r
or
n j
T x
=� o
Temporary
B marking for
crosswalk lines
(cross-hatching
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_ C30
P 0
0 Q u x
J 1M
K
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A.
v
i SIDEWALK
CLOSED
i sgCNALK Gl4SLD � ----
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"K$$HERE
o_
C)
M
CN
Note: For long-term stationary T I L 5 0 N
a work,the double yellow on a Mission
o center line araor T- (207)591-6427 F- (207)772-3427
w lane Ines should b6 Irroocnao�l�n.�«�
o removed between the
ROMD crosswalk lines. REVISIONS
DATE DESCRIPTION INITIAL
N°R� See Tables 6H-2 and 6H-3 02/03/23 INITIAL SUBMISSION
--
AHEAD for tho meaning of the
symbols arnd+or letter
Q codas used in this figure. - —
I
U
~I SCALE
o01 I Typical Application 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NTS
00
00 SHEET E09 OF E09
0
z
3 FILE NAME:TWINID_o898GA_o5