HomeMy WebLinkAboutTWINID_0898EA_06_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 06
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® DMLVW-
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE W MAJOR COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS.
TWINID_0898EA_06
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT COLLECTOR ROADS
1 _ _ Ridgeway Dr
y
4 I
_ • I Crestview Or
a i
tails ve W -
' J- ;r►
t I riLSON
T. (207) 591-6427 F: (207) 772-3427� infoOtilsontech.com
REVISIONS
DATE DESCRIPTION INITIAL
07/07/23 INITIAL SUBMISSION ALS
I
I J
SCALE
L _ _ Robbins Avc Rc
- - - - - - - - - _ — SIZE BSHEET: NITS
AL SIZE D SHEET: NTS
�` w. �, -•$- SHEET E020FE09
FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE FALLS AVE W
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS ar a✓ '
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) � • ,
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING - r ,• • J���
•��•�•' ( TWINID 0898EA 06
28"CHANNELIZIN FLAGGER 'r*'y f
DEVICE �■ TWIN FALLS ID
t -/�. 4' MATERIAL DESCRIPTION QTY ACTUAL
NOTES: {
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ; j •r�r ✓� r r"- •• - - �' Q
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 - �• O W
=S�W/60,S-SPEED,W=WIDTH aV3HV '• J �,...1 ? M
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII. NNOM '
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Ain u�1r1 .
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL -
10
FIELD CONDITIONS,ETC... _
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. I
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE LI
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. _ _ _ __ -'r�•�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 9 v 9
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.
- h
THE A DIMENSION 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. s
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD � � , ,) •1
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ••.r.. `� -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). I 'f,��• ,
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 0 •.•• 't
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • • +l
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES =
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. n Q r . �, I •� •`� ' ✓
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK h • � a :::��7ii r / 1
O �f'♦ _
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. I` t'
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. r
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT moor
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 SHIFT infoOtilsontech.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) 07/07/23 INITIAL SUBMISSION ALS
ROAD TYPE
L =WS2
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C
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 E03 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' 770' 385' 257' 840' 420' 280' FI
LE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) r ~
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING (�• -
1 '� r TWINID_0898EA_06
28 C DEVICE(ZING �■ FLAGGER ( /�F TWIN FALLS,ID
�i! • MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR - �•. ��•} 7' • J w
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L J T - O =
=S' W/60,S=SPEED,W=WIDTH _ Q
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION A 1 - . b
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ : •1 �.. - r. •+
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •�� - • 1
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .•-���
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. •�• t-�a�r —� -+ ------- -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. _ -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE .--
CONSTRUCTION CAN BEGIN. -�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE 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 R _
lip,
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND +-� - .. -
COLLECTOR
ROADS.
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 m O
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.
�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 LI=NGTH(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 LANE SHIFT infoOtilsontech.com
L %2 L % L L % L % L L V2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
L =WS2
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
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' 770' 385' 257' 1 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&c.~
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID_0898EA_06
28"CHANNELIZING FLAGGER - TWIN FALLS,ID
DEVICE
aW Y MATERIAL DESCRIPTION QTY ACTUAL
NOTES: Y A j\ �'1` j LLJ Lu
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r a • w
FOR SHOULDER CLOSURES WHERE W< 10',USE 45 VALUE FOR W=10'OR r`` � .•: '� Q O
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L • ` —J "3
=S' W/60,S=SPEED,W=WIDTH ,�r S'
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ �� ♦;�- �•-a•'
AND ACCESS RADII a - ��t•
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE f r-r ' j •��F r
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ �_ r,"►r�r a
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL , .►� �, ~\ •�j
FIELD CONDITIONS,ETC... - .� \r�.r • r ALL DEVICES CONFORM TO CURRENT MUTCD. F
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE "• -_ �'Ir- --
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - - -
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM va
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 a
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 DRIVER APPROACHING A TTC ZONE). •' • [ �"• -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR a' - -
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • - • `. a
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES s -/
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ,J' --
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. DC=TAPER LENGTHS LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. < -
40 M.P.H. OR LESS: L=WS2 /60 r
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT) ., imit
-
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
L L % % % 1 LANE MERGE infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALs
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
L =WS2
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' 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 E03B 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' 770' 1 385' 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&c.~
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 UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING Y
T W I N I D_0898EA_06
28 C DEVICE(ZING 0--■ FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES 0
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 4 -
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR iCIV3I'V 'I •+�: W
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L '1• - ~ '� _
=S' W/60,S=SPEED,W=WIDTH A2'.IONI
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - All Iln `
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 LAve
IMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • _ .._- • - '. 0,OJ
PLACE FOR CONTINUOUS DAYS. -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. - �-� ~ _ •r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 1 y
SIGNS. I� .
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •`' ♦ : J
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). `+•-- — D e �•
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR R O r=
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D X
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. s#47
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE f 't
OF THE MIDBLOCK CROSSWALK UTILITY ' L
E. '
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIMjlj
WORK � . M '
TAPER LENGTHS CALCULATED BY FORMULA 4 AHEAD
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 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 LANE SHIFT infoOtilsontech.com
L %2 L % L L % L % L L V2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
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' 1 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09
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' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&c.b
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED a'
\= OF TRAFFIC WARNING SIGNS I
ARROW PANEL � � 41 �� • * � �` `
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER �a TWINID_0898EA_06
1
SIGN OD PARAWEBBING � � I i
28"CHANNELIZING ( 1
DEVICE FLAGGER • TWIN FALLS,ID
.. : •
1 � ~ MATERIAL DESCRIPTION QTY ACTUAL
NOTES: f � �•�
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 � Q W ,
=S' W/60,S=SPEED,W=WIDTH -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION , 'f S ? a
AND ACCESS RADII. r ♦ •�
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE •� f
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30°6 OF THE"A"DIMENSION • � - J '`
FOR ALL SPEEDS. T - •.,
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �+f• , •'
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 4111
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 f 4n - ..
the-
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL (`f•-(iufjJ - -_
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN + �
PLACE FOR CONTINUOUS DAYS. •-' _ _
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -
THESAMEROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. _ r •�_.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Y' ♦i� ! -
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �' �s
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - �
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _, •
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES D C PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ . t •�• 7.J
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE m r r
OF THE MIDBLOCK CROSSWALK D — l a f •' ',
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA i �•
FROM IMUTCD TABLE 6H-4. ♦ ' ;
40 M.P.H. OR LESS: L=WS2 /60 — ,i au �' - • f +' .•
40 M.PH. OR MORE: L=WS S••
L=TAPER L1=NGTH(FT) • +'" '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ` 1 `r f TIM,
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
L L % % % 1 LANE SHIFT infoOtilsontech.com
L L L
%2 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' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 07/07/23 INITIAL SUBMISSION ALS
L =WS2
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
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' 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 E03D 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' 770' 385' 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;lw .•.~
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED _
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER , M '
i
db'
g SIGN OD PARAWEBBING - 1 • a
� - 3Hbr TWINID_0898EA_06
28"CHANNELIZING �
DEVICE FLAGGER t _ Aa0M
TWIN FALLS,ID
�^ Alili lfl MATERIAL DESCRIPTION QTY ACTUAL
NOTES: �`"'`�.r
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y r 1! S M
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR `- A
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ' ` '1 - J IL
=S' W/60,S=SPEED,W=WIDTH •t • K •• Q
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. f
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION V•' A. ,
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. / - ' • _�' _ •1
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 - - - - C-^
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t-
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 11.7��/.1[v7� •- --��w.w_- �-�J��1,., -� -
BELIMTEDTOWEEKDAYS,BETWEEN 8:30AM-3:OOPM W (( //��� li[ R�•{fl����
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. - �- .� • W
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFI
RESTRICTION TO THE FIRST SIGN. f
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ��«.-�,.. �...,� �• _ _
SIGNS. y �^
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD , ,��; r
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r• . .:, • - '� ••.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR /• "4 •• ���� ,� / 1
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ��'1 •� f 2
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. n C C - - - 1 •tom f /• • • ' •'
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE = C -I 777 • ,1 > •�
OF THE MIDBLOCK CROSSWALK m 0 F
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. a 1 �_r-i'1 r , ` .. •
TAPER LENGTHS CALCULATED BY FORMULA t i 1 w 1.•t
FROM IMUTCD TABLE 6H-4. 1 .4 W-
,� ,
40 M.P.H. OR LESS: L=WS2 /60 - '^ v•
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 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
L L % % % 1 LANE SHIFT infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
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' 1 275' 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 E03E 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' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 1
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) -�
SHADOW UNIFORMEDFm n
VEHICLE TRAFFIC OFFICER
SIGN ==C=M PARAWEBBING � '� ❑b'3F'ib'
4 - -
���/� TWINID-0898EA_06
28"CHANNELIZING
DEVICE ~ii FLAGGER ,• All-iilfl •.�� TWIN FALLS,ID
r R NOTES MATERIAL DESCRIPTION QTY ACTUAL
: . i 1 � �' _ •� �• � Y
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. . j - • • •• Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ♦ ; • . O w
CALCULATE"I"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH -!• -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 4 _t• m Q
AND ACCESS RADII. _ t_
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE . ^'4 •"
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. .•
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBERS, 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. • i �" s-f
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE • '
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
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. r 1 • __
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. f
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). -
•• �t7(� .
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR t �'•/ l• -, �
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •���
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES / !, • - 7 i ' • _
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D C: j
1 • • '
OF THE MIDBLOCK CROSSWALK -T 'f. �� r - .�O
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. n 0 _ I • • , ,.
TAPER LENGTHS CALCULATED BY FORMULA ter• �.. ' ry,*�'-
1 �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) 1
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
L L % % % 1 LANE SHIFT infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
L =WS2
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' 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 E03F OF E09
65 645' 650' 325' 1 217' 1 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 1 233' 1 770' 385' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DMUM-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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)
FmSHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
SIGN OD PARAWEBBING /� Y
� N T Q� Q TWINID_0898EA_06
28"CHANNELIZING + t• �. J W
DEVICE
FLAGGER �!�' TWIN FALLS,ID
+ , ..�l,` `r � + � � � Q
' r • ••f MATERIAL DESCRIPTION QTY ACTUAL
NOTES: .' r. • ` �• `✓� r .1 ':!
FOR LANE CLOSURES WHERE W< ,USE U _
VALUE FOR W-10'. + . '� •
FOR SHOU W GUILDER CLOSURES WHERE W< 10', 45 VALUE FOR W=10'OR
"L" r' ` •r � ,� 4
CALCULATE 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 Z
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ,i •,
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 OF THE"A"DIMENSION
FOR ALL SPEEDS.
Imp lip.
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 Falls •�i-
BE LI MITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ���, 4
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -
THESAMEROAD. -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND No.
COLLECTOR ROADS.
+T
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). D C • , AbIL
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES D
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(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 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE SHIFT infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
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' 1 275' 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 E03G 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' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE FALLS AVE W
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS, Ii ��, •4.' I I r
ARROW PANEL
WORK TRUCK ® r_
(FLASHING ARROW) •µ�.- T
SHADOW UNIFORMED
! 1
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
28"CHANNELIZIN TWINID 0898EA O6
y
DEVICE 02 FLAGGER N �� ) • I TWIN FALLS ID
O . I
C� RCC1 � /• J. •. + MATERIAL DESCRIPTION QTY ACTUAL
NOTES: O G
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y D •�4
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH R=1 nzw
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION m O • ! ►• i.
AND ACCESS RADII. fn N
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Rl
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 0 - •
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES y
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .�..
FIELD CONDITIONS,ETC... � ass 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. •_ \ - r
• • t
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM O- MNI
_
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 k'Is -`•'�-��
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 ' t. 21 4,
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - •��.
SIGNS.THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD " T
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -M
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 7
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - •
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 40,4 .`
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • 3
r
OF THE MIDBLOCK CROSSWALK � �►
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •
TAPER LENGTHS CALCULATED BY FORMULA ` t
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) i • -�
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 infoOtilsontech.com
L %2 L Y3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 07/07/23 INITIAL SUBMISSION ALS
ROAD TYPE
L =WS2
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C
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 E04 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' 770' 385' 257' 840' 420' 280' FI
LE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 93Ck UNIFORMEDFm
VEHICLE TRAFFIC OFFICER • r r �•'�� ` �- r
g SIGN OD PARAWEBBING +. '" ` �•�;��}'% �xY
TWINID_0898EA_06
28"CHANNELIZING
FLAGGER
DEVICE ~� y, TWIN FALLS,ID
�• _ ` MATERIAL DESCRIPTION QTY ACTUAL
NOTES:FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - r r >�•
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 0
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r 0 - �• !•
AND ACCESS RADII. O m + �� • -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 - _ f; • SIDEWALK SIDEWALK '
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ti CLOSED -�• t
FIELD CONDITIONS,ETC... •'� CLOSED
ALL DEVICES CONFORM TO CURRENT MUTCD. T `
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE �• •'
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL y. _ ^a
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. • - - - __
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ,y.• qr
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. " r
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE .l✓
OF THE MIDBLOCK CROSSWALK _
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. f •� L j .,-'4 •�' • '� •,
{-
TAPER LENGTHS CALCULATED BY FORMULA �• i;" i'�•� r '� �
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS /60 '•. ..
40 M.PH. OR MORE: L=WS
L TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r J
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 infoOtilsontech.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' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 07/07/23 INITIAL SUBMISSION ALS
L =WS2
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
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' 770' 385' 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® MUM
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&c.~
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS /+�� `•_
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMEDFm -
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
I TWINID 0898EA 06
28"CHANNELIZING '- - -
DEVICE FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Du 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 _ _ r - • _ _ ,_ .- - �Q
=S' W/60,S=SPEED,W=WIDTH Z (�
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _
AND ACCESS RADII. -WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ; ` '�-S. -*• „�I
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION SIDEWALK -
FOR ALL SPEEDS. CLOSED • •' - - T,!�T +
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES tt
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 .r
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �—
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •+ _ 1 iti. ---
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ 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. I ~ ----
K
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 4y ,
L=TAPER L1=NGTH(FT) r' _-t.'
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - Ilk
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
L =WS2
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' 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 E04B 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' 770' 385' 257 840' 420' 28' 1 1 1 FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&c..
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED ;
\= OF TRAFFIC WARNING SIGNS r }
WORK TRUCK
ARROW PANEL •
® (FLASHING ARROW) •
SHADOW UNIFORMED .s•. _1
VEHICLE TRAFFIC OFFICER f ;
g SIGN ==C=M PARAWEBBING r
• I• + TWINID_0898EA_06
28"CH ZING
DEVICEEVICE FLAGGER •i r l • 1 TWIN FALLS,ID
( A. 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 ••L �,�
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION `
AND ACCESS RADII. y{
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 - ����,r ..R.at•+T���• �,
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - , -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •i ��� •r
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _ _ -�.� .3f • .—. s
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •• '� ,.+. � ' - .��w� ���r�_�u _
PLACE FOR CONTINUOUS DAYS. .4
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - �•�+"�'+� ♦ _ ..r.�,`••.-�_,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
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 -�r
SIGNS. "'(�' 1 .• ' , J
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - l S I
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). y , Q3SO7.7 • _ ��*`' ' ►�.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ' 0 mC �i1VM3UIS I - Q3SO13
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL G w N1`dM3als
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES O D ,
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' y r -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1 N 7
OF THE MIDBLOCK CROSSWALK = n - _ _ • . 'i •
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. M O
M Cn • �Jti fi' ..
TAPER LENGTHS CALCULATED BY FORMULA v
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS -
L=TAPER L1=NGTH(FT) __ ^{ ,
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS 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 infoOtilsontech.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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
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' 1 275' 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
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' 1 EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® MUM
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 +
W ® ARROW PANEL
WORK TRUCK - •'
(FLASHING ARROW)
SHADOW UNIFORMED ti� - `]� "
VEHICLE TRAFFIC OFFICER ! ar• „_
g SIGN OD PARAWEBBING �1 ;
Y �q _�^ • -1�� TWINID_0898EA_06
28 CDEVICEIZING FLAGGER + r` ._�. .A TWIN FALLS,ID
1l '
• , r "NOTES MATERIAL DESCRIPTION QTY ACTUAL
• r
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ! �'
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �� ' •f _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -
=S' TRAFFIC
FI=SPEED, L-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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL , , 0
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _R
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND +• • ' \ ~
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF �•,,� r -
RESTRICTION TO THE FIRST SIGN. • 'f'�
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. a3SOla a3S0�a
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD Z ��HM3aIS )I�VM3aIS
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES '•+ '
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). . IM . " � • , +
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
FROM IMUTCD TABLE 6H-4. ,� ' e: �• j
40 M.P.H. OR LESS: L=WS2 /60 .; `-_ «�
40 M.PH. OR MORE: L=WS �` +��• " . �r
L=TAPER L1=NGTH(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
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
L =WS2
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' 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 E04D 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' 770' 385' 257 840' 420' 28' 1 1 1 FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) 0
i
SHADOW UNIFORMED AlL
Fm VEHICLE TRAFFIC OFFICER
P
g SIGN OD PARAWEBBING •��r'•j i� j
TWINID_0898EA_06
28"CHANNELIZING �• f>ry ., .. ,�,
DEVICE ~ii FLAGGER � � • r TWIN FALLS,ID
+
NOTES ..w A,1 4 r r r * ' r r- MATERIAL DESCRIPTION QTY ACTUAL
: � _ /l + •+ �j � # -.- 1 •li 1 `
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �*� T'• j ♦ ►� .f �• \f �
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR f * •� !1 'i I �' `� ,ry
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - 't .'._ • y "t,-' + _ , •='
=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 • / ..F 1. • `�'�
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ - / ` • - -}
FOR ALL SPEEDS.
s
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 44 .�
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 --� •y'�•"' - _ - - - =�y/ y
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. }
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - t'
COLLECTOR ROADS. `
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF '
RESTRICTION TO THE FIRST SIGN. - _ t P.
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 •�� w •
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). '.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR Q3`S�_la7
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ., - -,7,vm3alg At.& .
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ty PRESENT 1�-
IN THE EXISTING PEDESTRIAN FACILITY. --
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •
TAPER LENGTHS CALCULATED BY FORMULA -
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(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
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALs
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
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' 1 275' 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
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' 1 EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&c.~
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) �1�•
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER ' ,; • '
g SIGN OD PARAWEBBING �" r
TWINID_0898EA_06
28"CHANNELIZING �■ FLAGGER 1� u ! f ` Tom..,� TWIN FALLS,ID
DEVICE
Vl~ MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ~i
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L '- t-`- 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 _ •-+- _- .-
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 - �. _•h
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. Y -
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 1!J
SIGNS. N W
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 - -1 =
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - J H
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR N
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 0
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Q
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE N -
OF THE MIDBLOCK CROSSWALK -1 -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 4'S•
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. �' • •
40 M.P.H. OR LESS: L=WS2 /60 ,• f
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 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
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 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) 07/07/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C
L =WS2
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 E04F 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' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898EA 06
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)
11)f�IO,M A. I FORD WORD END TWINID_0898EA_O6
OYON 1 TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(opd Twr
anal)
r optional)
XX
HdW
,' g
OY3HY
avow
iNYI ENO 50 to 100 tt
(optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
rle�n
50 to 100 ft
Mote:Sea Tables 611-1-2 and 6H-3
for the meaning of the 15 ft
symbols andror letter ro
(codes used in this figure. ancowlwc
1A r�FFK
(optional)- . • y
(sae Section 38.16
i3 (optional) L 5
T: (207) 591-6427 F: (207) 772-3427
} 1f 04F tAN1 info®tilsontech.com
ROAD AHEAD REVISIONS
(optional;, DATE DESCRIPTION INITIAL
3Ylk169 dYOb
�1 I e, 07/07/23 INITIAL SUBMISSION ALS
T 7♦
ON3 46
' {cpUor.all
!optional)
SCALE
SIZE B SHEET: NTS
ROAD
WORK SIZE D SHEET: NTS
AHEAD SHEET E05 OF E09
FILE NAME:TDS TWINID 0898EA 06
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
Dig Line,Inc.
FIr.JUIP 6H-' 1 . L,rflo C lu,, iw, i:lo -1 811 or 800-342-1585
C11t1_ r:tllll11 1,rr_rlutrt�;, +, Ta1-:; I ;I
0YAH4 TWINID 0898EA 06
raOJ� t TWIN FALLS,ID
C.I�Od Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L �
T
(apuonafl
But for space
(optionah
1)2 L
N
N 100 ft
N
N f
Temporary solid A
while lane line I
Buffer spaca
N to plional)
N tI
N N2 L
'5=speed in mph N
{� TILSON
I On a Mission
T: (207)591-6427 F: (207)772-3427
4S ft� ; tnPoOtIsontech.com
t +I REVISIONS
"^- _I
DATE DESCRIPTION INITIAL
C <
07/07/23 INITIAL SUBMISSION AILSNote See Tables 611-1-2 and
611-1-31or the meaning t J6
of the syn bols aandlor - + ROAD
letter codes uwd In
this figure. _ WORK
AHEAD
SCALE
Typical Application 31 SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E06 OF E09
FILE NAME:TDS TWINID 0898EA 06
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 0898EA O6
TWIN FALLS,ID
<*11� I t f MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xfn 'r
or
B
or 1
T [�o
- � INOIIt
L
Temporary white
Buffer space alga Irn2
(optional)
1
1,,2 L MIN.
Temporary '
112LMIN < >
yellow l rl?S y
AX
IMPH
1!2 L MIN. I,opbonal.
I;MI •�'
TILSON
On a Mission
R T- (207)591-6427 F- (207)772-3427
'_•'I ',�._�i I G— r' tnfoOtIsontech.com
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
07/07/23 INITIAL SUBMISSION AILS
CLOfLC
Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the pogo
symbols and+or letter
WORK
Codes used in this fi-gure. w1L0 SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E07 OF E09
FILE NAME:TDS TWINID 0898EA ob
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 0898EA O6
TWIN FALLS,ID
tf MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xfn 'r
or
B
or 1
T [�o
- � INOIIt
L
Temporary white
Buffer space adga Irn2
(optional)
1
1,,2 L MIN. ; #+
/<,>
Temporary '
112LMIN < >
yellow l rl?S yy y
1/2 4LMI i%. I,opbonal.
t
I;MI •�'
TILSON
On a Mission
R T- (207)591-6427 F- (207)772-3427
'_•'I ',�._�i I G— r' tnfoOtIsontech.com
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
07/07/23 INITIAL SUBMISSION AILS
CLOfLC
Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the pogo
symbols and+or letter
WORK
Codes used in this fi-gure. AHEAD SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E08 OF E09
FILE NAME:TDS TWINID 0898EA ob
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 0898EA 06
t J
40 O
C6 p9 y TWIN FALLS,ID
W y MATERIAL DESCRIPTION QTY ACTUAL
� a o �
5
a
r
UJ
or
n j
T x
=� o
Temporary
B marking for
crosswalk linos
(cross-hatching
optional)
_ C30
P 0
0 Q u x
J 1M
K
y �
n u
A.
v
i SIDEWALK
CLOSED
i sgCNALK Gl4SLD � ----
AHEAD
"K$$HERE
0
N
N
Note: Rx long-term stationary T I L S ON
work,the double Yellow on a Mission
tar me a or T: (207)591-6427 F: (207)772-3427O cel o lane Ines should b6 Irroocnaonl�n.c«m
removed between the
ROAD crosswalk lines. REVISIONS
N(?RK DATE DESCRIPTION INITIAL
ANEAD See Tables 6H-2 and 6H-3 07/07/23 INITIAL SUBMISSION AILS
for 1he meaning of the
symbois and+or letter
codas used in this figure.
SCALE
Typical Application 29 SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E09 OF E09
FILE NAME:TDS TWINID 0898EA 06