HomeMy WebLinkAboutTWINID_0898EA_09_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 09
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
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�
® DMLVW r
Dig Line,Inc.
STREET NAME ARTERIAL / COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE W MAJOR COLLECOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS.
TWINID 0898EA 09
TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT MAJOR COLLECTOR ROADS
' , - — - - - - - - - -
it Ridgeway Or
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r I
i. Di Crestview Or m
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I I Y
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Valli Ave
G TILSON
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p On a Mission
t I T. (207) 591-6427 F. (207) 772-3427'
. _ infoOtilNNont.ch.com
REVISIONS
DATE DESCRIPTION INITIAL
1 , I 06/30/23 INITIAL SUBMISSION ALS
! I RoLUIna Ave Y SCALE
SIZE B SHEET: NTS
r I SIZE D SHEET: NTS
- - - - - - - - -
— —''—' — — — J SHEET E02 OF E09
FILE NAME:TDS TWINID 0898EA 09
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 ,
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) •
SHADOW UNIFORMED i -I
Fm VEHICLE TRAFFIC OFFICER ~ 4
g SIGN OD PARAWEBBING •
TWINID_0898EA_09
28"CHANNELIZING FLAGGER ; i TWIN FALLS,ID
DEVICE ~�
r
NOTES 0
MATERIAL DESCRIPTION QTY ACTUAL
- �� � Y
FOR LANE CLOSURES WHERE W< 10', U VALUE FOR W=10'. C) Q
W
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR x J O W
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L •
=S' W/60,S=SPEED,W=WIDTH a •
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... 4 �.rr •• �"—w-W • ��
ALL DEVICES CONFORM TO CURRENT MUTCD. , rr40
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - -- -
CONSTRUCTION CAN BEGIN.
•
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN p
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL a
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 '
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME —��-•--�-iz=r - "�`i-' - _ _ _ _
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 i
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. _ d
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. r' •��
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ •
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . !i
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). ' UTILITY W. r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR WORK ,~
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ `�_
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES „ AHEAD
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. D 5 C - - _ - - •
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE m 1 @A
OF THE MIDBLOCK CROSSWALK m O r I
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. v ;0 . •
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 r
cob
40 M.PH. OR MORE: L=WS r P`
L=TAPER L1=NGTH(FT) _ •
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
gm&bb AWL,
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) 06/30/23 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 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' 1 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898EA 09
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw ;•~ a�,
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_09
28"CHANNELIZING �■ FLAGGER • • ' L� ` TWIN FALLS,ID
DEVICE
- ab'311t/ MATERIAL DESCRIPTION QTY ACTUAL
NOTES
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Alllun
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • • ' Y
AND ACCESS RADII. ► • F J Q'LU
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE j 0 Q
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. 4
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. • _ 5
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. •
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Ch
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. .*y `
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD . 0 UTILITY
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WORK
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR i i• AI"IEAD
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES P" ~
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Q jS 1-
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
•
UTILITY -
TAPER LENGTHS CALCULATED BY FORMULA WaRK •
FROM IMUTCD TABLE 6H-4. AHEAD
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS t r •
L=TAPER LIENGTH(FT) •
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
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) 06/30/23 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' <_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 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' 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898EA 09
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
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) r�}'•'a' _: L ,• '
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING f
Q d3H'0 1 �• sr •• L _ TWINID 0898EA 09
28"CHANNELIZIN �■ FLAGGER �210M : ^'L', `�` `r , y TWIN FALLS ID
DEVICE Jllllilfl
• 7�y� ! MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • _'T x Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=I W OR , ■ �� t+��_ y Q �._
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L r•*• �. -�y' J
=S�W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION . K 4' • ~
AND ACCESS RADII. �, _ -�'_7 a 2+!• ,rr f Q w
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Y
FOR ALL SPEEDS. _
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ` - -
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ti -
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 t
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME �• -- -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. - -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND _
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 UTILITY.
SIGNS. WORK
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES D{{ c AHEAD
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). =C
p
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES K O
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. .�
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
UTILITY w
TAPER LENGTHS CALCULATED BY FORMULA • WORK
AHEAD 10.7
FROM IMUTCD TABLE 6H-4.
~' J
40 M.P.H. OR LESS: L=WS2 /60 op e4�
40 M.PH. OR MORE: L=WS '• '- a
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 06/30/23 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' 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 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' 385' 257' 840' 420' 1 280' FILE NAME:TDS TWINID 0898EA 09
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 UNIFORMEDFm
VEHICLE TRAFFIC OFFICER ....
g SIGN OD PARAWEBBING • •• ..• ti = 1 1_
• 4 TWINID_0898EA_09
28"CHANNELIZING - A
DEVICE FLAGGER 1 ti TWIN FALLS,ID
j } MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •�, ♦� `��. + ' ~ Q
FOR LANE CLOSURES WHERE W< ,USE U O VALUE FOR W=10'.W w
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR .- � r �"� -
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - �. _ � a
=S' TRAFFIC
FI=SPEED, L DEVICH r •.' - . r-
PLACETRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION '7
AND ACCESS RADII. y: L'� �.•� •t _ �r
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION J
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
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. Ave ;� 1 1 .�., tve
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 c,
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. • "' -' - -• - -»---
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •
RESTRICTION TO THE FIRST SIGN. s ~
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
,r UTILITY .
THE HEC 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). AHEAD
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D C
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = -••�
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES m 0 r• - -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. n
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Q
OF THE MIDBLOCK CROSSWALK S
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 _�i}' ry • ..
40 M.PH. OR MORE: L=WS �'��
L=TAPER LIENGTH(FT) :' `
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 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) 06/30/23 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' <_35 MPH
45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET 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' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898EA 09
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 UNIFORMEDFm �1
VEHICLE TRAFFIC OFFICER ��
g SIGN OD PARAWEBBING
TWINID 0898EA 09
28"CHANNELIZING
DEVICE FLAGGER �� ��� TWIN FALLS,ID
i
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 0 m (Q +
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ;a _* 0 cc)
� -
=S' W/60,S=SPEED,W=WIDTH O D r m •�
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION CO)
AND ACCESS RADII. _ Cn
m `
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r
0
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES m CO) SIDEWALK
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL m
FIELD CONDITIONS,ETC... 0 R� .►
ALL DEVICES CONFORM TO CURRENT MUTCD. CLOSED
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 - �r
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - - - , ~ "- Ift��
PLACE FOR CONTINUOUS DAYS. \ -��� _I
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. Is Ave W;
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`
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD `
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •ti
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ``♦ * ��' � � - IN.SJ.� - -. .— -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' ^ �� ; •y• : • _ i r �l
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r .'r �'; i'# •t• ,+• R• -
�-
OFTHEMIDBLOCKCROSSWALK . r� 11�•, - ' ' L
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -�' • r _ ! .
TAPER LENGTHS CALCULATED BY FORMULA , �'• �' �: .A •�~ • ' __
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 �.
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) _
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ~�
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 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) 06/30/23 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' 1 133' 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 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' FILE NAME:TDS TWINID 0898EA 09
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 UNIFORMEDFm • `
VEHICLE TRAFFIC OFFICER '
g SIGN OD PARAWEBBING +
TWINID_0898EA_09
28"CHANNELIZING FLAGGER
~� TWIN FALLS,ID
DEVICE
7� • 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 _ I • �•,�,
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 J Q •
AND ACCESS RADII. '
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y • O rn
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION s
FOR ALL SPEEDS. • �J,J • a `
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES J RI D
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL SIDEWALK V r _ _
FIELD CONDITIONS,ETC... t SIDEWALK
ALL DEVICES CONFORM TO CURRENT MUTCD. CLOSED
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • CLOSED
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - �, •' w 'r
CONSTRUCTION CAN BEGIN. •"
1 ti
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 s -
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 4000 y�
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 3 -
SIGNS. •
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ _ _ __ _
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). I -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES CL
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 ♦ A
L=TAPER LIENGTH(FT) w
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) 06/30/23 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' <_35 MPH
45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09
65 645' 650' 325' 1 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 1 257' 840' 420' 280' 1 1 FILE NAME:TDS TWINID 0898EA 09
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 _ ^
ARROW PANEL I i
WORK TRUCK ® IFLASHINGARROW) '• 7 ti' I
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
M
g SIGN OD PARAWEBBING
' TWINID_0898EA_09
28 CDEVICEIZING FLAGGER wl +�,, "'`„ TWIN FALLS,ID
10
j 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 I • _ r, W
=S' W/60,S SPEED,W=WIDTH .'
= . ' In W
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 0 M
AND ACCESS RADII. - W
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - s 1..1 =
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ` Y N
FOR ALL SPEEDS. r- Q O
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL W
FIELD CONDITIONS,ETC... �►��� r. tR ' �•• 0 V
ALL DEVICES CONFORM TO CURRENT MUTCD. SIDEWALK �� y
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. •. �. CLOSED •w •r. A _
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. '
r.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t �� •'
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. y
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL r' i BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' rtl• ~
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 C7
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.
1 •
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 CL ad*
-
40 M.PH. OR MORE: L=WS _ ^Z•_ f + '
L=TAPER LIENGTH(FT) -�
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT a
1. ^
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 SIDEWALK CLOSURE 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) 06/30/23 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' 1 330' 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' 1 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS TWINID 0898EA 09
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` — TED
)f�IOM A. I FOADNWORK TWINID 0898EA 09
OYON 1 TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
Twr
rflptional)
HdW
A A 'r B
OY3HY
avow
iNYI ENO 50 to 100 ft
(optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
50 to 100 M "'WILD
ELIE
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. ancowlwc
1A TRAFFK
(optional)- . • y
(sae Section 38.16
e
(optional) T I On L a Mission
T- (207)591-6427 F- (207)772-3427
} 04F tAME InfoOdsontech.00m
ROAD AHEAD REVISIONS
(optional,, DATE DESCRIPTION INITIAL
31'i'169 dYOb
�1 I e, 06/30/23 INITIAL SUBMISSION AILS
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 09
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIG'
Dig Line,Inc.
FIr.JUIP 6H-' 1 . L,wo -1 811 or 800-342-1585
C11tI_ I::tII:11111 1,rr:rlutll�,, +, Ta1-:; I ;I
GYAH4 TWINID 0898EA 09
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� ; InPoOdsontech.com
t +I REVISIONS
"^- _I
DATE DESCRIPTION INITIAL
C <
06/30/23 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 09
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 09
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 lirl?S y
AX
IMPH
1!2 L MIN. I,opbonal.
I;MI •�'
TILSON
On a Mission
T- (207)591-6427 F- (207)772-3427
'_• _� I _' r InfoOtIsontech.com
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
06/30/23 INITIAL SUBMISSION AILS
CLOSLC
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 o9
WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a hAu Iti-Lane. 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898EA 09
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xLn 'r
or
B
or
� [BO
- - ROAD'NOIIK
L
Temporary white
Buffer space adga Irn2
(optional)
1,,2 L MIN.
Temporary '
112LMIN < >
yellow lirl?S y
AX
IMPH
1/2 L MIN. I,Gpbonal.
e111�'M ;IY':8 j
I;MI •�
TILSON
On a Mission
T- (207)591-6427 F- (207)772-3427
'_• _� I _' r InfoOtIsontech.com
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
11601 06/30/23 INITIAL SUBMISSION AILS
.011
CLOSLC
Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the t t pogo
symbols and+or latter
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 09
SIDEWALK CLOSURE ® DIG'- '-"`'
Dig Line,Inc.
811 or 800-342-158S
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
` (optional)
_ � � � TWINID 0898EA 09
C t J
rq
p� y TWIN FALLS,ID
C6 <
� W y MATERIAL DESCRIPTION QTY ACTUAL
� a oC:)
UJ
or
r
n j
T x
=� o
Temporary
B marking for
crosswalk lines
(c rocs-hatching
I-
4,
,y
P 0
J 1M
K
y �
n u
v
i SIDEWALK
CLOSED
i SIDEWALK GL4ELD
AHEAD
:R95S HERE
Note: For long-term stationary T I L 5 0 N
work,the double yellow 0n a Mission
center line ar6or T: (207)591-6427 F: (207)772-3427
lane linas ShoLdd be InfoOtnsontech.com
removed between the
ROAD crosswalk lines. REVISIONS
w
N(?�K DATE DESCRIPTION INITIAL
AHEAD See Tables 6H-2 and 6H-3 06/30/23 INITIAL SUBMISSION AILS
to me meaning of the
symbols andror letter
codes used in this figure.
SCALE
Typical Application 29 SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E09 OF E09
FILE NAME:TDS TWINID 0898EA 09