HomeMy WebLinkAboutTWINID_0898EA_15_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 15
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. GRANDVIEW DR N MAJOR COLLECTOR
TWINID_0898EA_15
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT IMAJOR COLLECTOR ROADS
I_ — — — — —- - 1 - — — — — — — — — — — — — — — — — �
I � Ia .
r--f
I
I _ I
I c
- � I
rILso �.
-
- I L wr r en c e Ave L r T. (207) 591-6427 F. 772-3427
I � info@tilsontech.co.com
REVISIONS
+ -+1. - ` I 1-• DATE DESCRIPTION INITIAL
I4-- 'r _ - I N 07/21/23 INITIAL SUBMISSION ALS
_ 1 I Robbins Ave
SCALE
• 4 I SIZE B SHEET: NTS
— — — — — — — — — — — — — — — — — — J SIZE D SHEET: NTS
SHEET E02 OF E09
FILE NAME:TWINID 0898EA 15 CD
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE W cn
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
41111111111111111 MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\� _OF TRAFFIC 0 WARNING SIGNS •• �� ` + lb
ARROW PANEL �_ •� _ ` ter` 1 = w ••
WORK TRUCKir
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER •� ^+�� _ � `
g SIGN OD PARAWEBBING
T W I N I D_0898EA_15
28"CHANNELIZING DEVICE FLAGGER Sw! TWIN FALLS,ID
~�
+ ab 3HH • I MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ..• M80M
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • J
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR i!'� • Alll Ilfl }
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L „ _;•♦ POP +' - _ ~ Q
=S' W/60,S=SPEED,W=WIDTH r • J Q LLI
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION R H 3 =
AND ACCESS RADII. - r Q
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 7{ ���" � s' - _ '�• t
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 ~- moor
CONSTRUCTION CAN BEGIN. - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ��•� -
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _--
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. - _ - ��are•.� _
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
SIGNS. t
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR n A r _
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 •� t •�
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. v�l,�4, -•1
TAPER LENGTHS CALCULATED BY FORMULA t �
FROM IMUTCD TABLE 6H-4. e _ ;F
40 M.P.H. OR LESS: L=WS2 /60 _ E.
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT A.
-
'�
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 �
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) 07/21/23 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' 257' 840' 420' 280' FILE NAME�-INlD_0898EA_15_CD
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 ® y.
(FLASHING ARROW) ;.: •-,• y ((yy,,�� . •._
SHADOW UNIFORMED *j 4� .. � i<:S ��J.
VEHICLE TRAFFIC OFFICER ;�_ ♦ ` '
g SIGN ==C=M PARAWEBBING
f 0V3Hb' � � TWINID_0898EA_15
28"CHANNELIZING t'
iz
DEVICE FLAGGER AaQM
�� �• TWIN FALLS,ID
'`, r♦ A1nun • O , MATERIAL DESCRIPTION QTY ACTUAL
NOTES: x Q
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �� M. J �' w
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR O S _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. i
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. - c
41
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... ,P.w
ALL DEVICES CONFORM TO CURRENT MUTCD. �^�� -'- •' - I- -•-•
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �I _ - --i --•• -
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 h -
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.
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
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). ` • ! -�♦
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR = Q
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ♦N �,
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ` -
OF THE MIDBLOCK CROSSWALK y i r
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r•1
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. -
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS ♦. '
L=TAPER LIENGTH(FT) -
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 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) 07/21/23 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 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' 1 257 840' 420' 280' FILE NAME�-INlD_0898EA_I5_CD
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;fw&;.b 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
ARROW PANEL t '
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED sw
: Ale• }�
VEHICLE TRAFFIC OFFICER �'
g SIGN OD PARAWEBBING '� �,>•a� + �T�`��'
• i ,� .��,w. TWINID_0898EA_15
28"CHANNELIZING ♦ t +�
DEVICE FLAGGER r , .i in TWIN FALLS'ID
r0 w MATERIAL DESCRIPTION QTY ACTUAL
NOTES: - • _ _ f" S
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. : - ' , - a - 7, - Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L
=S+ W/60,S=SPEED,W=WIDTH ' •
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. r• `~�• * ♦ ., 4
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 �� w ~� ♦ Rb
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ti
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 WILLBE 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 �� �,; a j�f`�`•�{•a
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 - - y .._ - - - - a, _ a•^r p��f' f: +
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •. f. +-4�- r�� - ,�r4i1f '
RESTRICTION TO THE FIRST SIGN. �•' - + •: .,,•�,.^�!�'�'�" •
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ��.� . 1•• -.�:- +i'••,^-��'• }-
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 = + �• R
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL m a 'a
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES n r f
EXISTINGPRESENT IN THE CURB PARKING SHALL BE PROHIBITED FOR AT EAST 50 FEET IN ADVANCE M '
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �♦
a"
TAPER LENGTHS CALCULATED BY FORMULA k '
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
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) 07/21/23 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 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' 280' FILE NAME:TWINID 0898EA 15 CD
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
WORK TRUCK ® ARROW PANEL �
(FLASHING ARROW) 1t
SHADOW UNIFORMED Ir 7,4
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING ► j+ T ��� ti
28"CHANNELIZIN r' ? �i '• OV3HV TWINID 0898EA 15
DEVICE �■ FLAGGERAmom�.' ,. TWIN FALLS ID
A_Ln n , MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •'4 R!� J
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR F x ��p� r
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L "1�"�. [ F X
=S�W/60,S-SPEED,W=WIDTH -- — ''' J cr
O w
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION •M 1
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. N •
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES -
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL T :-•
FIELD CONDITIONS,ETC...ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. * J
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 •• X �.
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r
THE SAME ROAD. r
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. i
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF f s _+♦-
RESTRICTION TO THE FIRST SIGN. - UTILITY
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND D
RK
SIG
m O
THE C A r AHEADEAD
THE DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD D —
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES C7 x< +
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.
u
TAPER LENGTHS CALCULATED BY FORMULA 1'. `� • t $
FROM IMUTCD TABLE 6H-4.
T•"
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS J -
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' DISTANCE BETWEEN SIGNS (FEET) 07/21/23 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 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:TWINID 0898EA 15 CD
LEGEND ADDRESS: DlWne-
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
ARROW PANEL 3
WORK TRUCK ® (FLASHING ARROW) wr
SHADOW UNIFORMED
`r r •*
VEHICLE TRAFFIC OFFICER
g b'SIGN Oa PARAWEBBING 0V3H s'�
�bOM �• TWINID 0898EA 15
28"CHANNELIZIN FLAGGER r TWIN FALLS ID
DEVICE ~� -kin n
4 MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR f' « }
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L J Q
=S�W/60,S-SPEED,W=WIDTH W
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION A
AND ACCESS RADII. ? Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE s r_
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - r
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •- _ s \
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 -l
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. R
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 CL
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).
Aq
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR . - UTILITY
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ WORK
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF SHALL CROSSWALK
m t AHEAD ,
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. Y �
TAPER LENGTHS CALCULATED BY FORMULA r
FROM IMUTCD TABLE 6H-4. CL -
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 Z _
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 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) 07/21/23 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 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' 1 257' 840' 420' 280' FILE NAME:TWINID 0898EA 15 CD
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
/� DIRECTION ADVANCED ¢ f
\=
OF TRAFFIC WARNING SIGNS
ARROW PANEL HHpM _i
WORK TRUCK ® (FLASHING ARROW) Aman
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER "
g SIGN 1111=1=31111111 PARAWEBBING
�s �t1•• TWINID 0898EA 15
28"CHANNELIZINGFLAGGER ��'`• �� ��43 TWIN FALLS ID
DEVICE 0■ ::n !►: , _: �` a'
7�4 MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ��y , ��r� ►j"
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
r • ••
=S�W/60,S-SPEED,W=WIDTH ..-IL mot r
PLACE TRAFFIC CONTROL DEVICES ON 10 FL.SPACING FOR INTERSECTION �•.�~�• ^� ks• •"
AND ACCESS RADII. �y•�-��' �
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • •r �• •• fi ,
FOR ALL SPEEDS. '. _• � � n (, -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • k
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... �-
ALL DEVICES CONFORM TO CURRENT MUTCD.
iI�•'
• CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -
CONSTRUCTION CAN BEGIN. .
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1 ' �•
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �1"' h 1•� -�� __
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM y __
iti+6
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. t
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 3-
COLLECTOR ROADS. C
x
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF J
RESTRICTION TO THE FIRST SIGN. �•'
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. .�
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - J
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.j UTILITY - r•'• -
WORK
TAPER LENGTHS CALCULATED BY FORMULA _ AHEAD
FROM IMUTCD TABLE 6H-4. +� '
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS r
L=TAPER LF-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) 07/21/23 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 E03E OF E09
65 645' 650' 325' 1 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID 0898EA 15 CD
LEGEND ADDRESS: DlWne-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS .I
ARROW PANEL f ► mHv
WORK TRUCK ® (FLASHING ARROW) ui om ~'
an
SHADOW UNIFORMED '� •�..
VEHICLE TRAFFIC OFFICER
SIGN Oa PARAWEBBING TWINID 0898EA 15
28"CHANNELIZIN ���1
DEVICE 02 FLAGGER TWIN FALLS ID
4
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •i
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •t r•
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR • � �:
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION 1'*✓.%'�
AND ACCESS RADII. •' ,! -, ?�.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 'r
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 WILLBE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN +L
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 E C
PLACE FOR CONTINUOUS DAYS. F y❑
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME SIX
Q
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ow
/
THE SAME ROAD. -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 1
ti
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
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 7
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.
_ a
TAPER LENGTHS CALCULATED BY FORMULA k'• M
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 UTILITYWRK
40 M.PH. OR MORE: L=WS GCS ~ • HEAD
L=TAPER L1=NGTH(FT)
•.�
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 'i: ��:
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 infoOtileontech.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) On21/23 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' 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' 1 220' 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' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID 0898EA 15 CD
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 /
WORK TRUCK ® ARROW PANEL — —
(FLASHING ARROW) _
SHADOW UNIFORMED _
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING ` a '
TWINID 0898EA 15
28"CHANNELIZIN ~� FLAGGER t � TWIN FALLS ID
DEVICE
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: t
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR /
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - — -
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION +
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 ..- 1i..•,., _ -
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. t - +
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM L� - _ __ ji
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 y
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �W
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. i �
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND46
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 .{ Y
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). v ,
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR o 0 m ' •1 ,
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL +,
y
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES N r r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. cn . '•
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _
OF THE MIDBLOCK CROSSWALK ' m r
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. m N
m . �. .
TAPER LENGTHS CALCULATED BY FORMULA -�
FROM IMUTCD TABLE 6H-4. '
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ! "�
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SIDEWALK CLOSURE lnfoOtilsontech.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) 07/21/23 INITIAL SUBMISSION ALS
ROAD TYPE
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' 1 183' 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 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI
LE NAME:TWINID 0898EA 15 CD
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 �i e
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL + + Ir
® (FLASHING ARROW)
SHADOW UNIFORMED t
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING �J
TWINID 0898EA 15
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: -
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH '
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII. t
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE w `
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ A
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 11 4
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. . .♦_��
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ Ix
CONSTRUCTION CAN BEGIN. Y
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ - _ __ - w•~ ~�•�11 _
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 - A -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ' Lail
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 t••+��'+��-• L
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - _
OL—
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). , •r i
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR v rx • '
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES t1• 3 - - hl
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. I , •.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 03SO�D G3SOID
OF THE MIDBLOCK CROSSWALK �.y '
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. N-lVM3GIS M-lVM341S
r
TAPER LENGTHS CALCULATED BY FORMULA '
FROM IMUTCD TABLE 6H-4. _ L r
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS �T• . .�
L=TAPER L1=NGTH(FT) ti •
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT �* 7
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 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' DISTANCE BETWEEN SIGNS (FEET) 07/21/23 INITIAL SUBMISSION ALS
ROAD TYPE
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 E04A OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI
LE NAME:TWINID 0898EA 15 CD
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.
.111141111011111 MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm I:
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
2 TWINID_0898EA_15
8"CHANNELIZING
DEVICE FLAGGER , TWIN FALLS,ID
ni •
+ MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. , e
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L _
=S' W/60,S=SPEED,W=WIDTH '
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ __ •
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... •!
ALL DEVICES CONFORM TO CURRENT MUTCD. -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. --- -
w
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. _
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND '•, ti r - — __
COLLECTOR ROADS. �y�� - - - --
CL
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 j
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). a3SO1� 4 W
�I�VM341S a O3S0�0 y W
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR )Il17M3aIS w
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL V 2
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES A6i J f/7
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 17 - e Q W
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ,:��
OF THE MIDBLOCK CROSSWALK C U
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
y
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. � 1_
�^ V � �r �•. '
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS '»
L=TAPER LIENGTH(FT) j�►
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 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) 07/21/23 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 E04B 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:TWINID 0898EA 15 CD
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
)tbOM A. I END TWINID_0898EA_15
I?OAD WORK
QYON TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
rflptional)
HdW Twr
XX I g
OY3HY
avow
iNYI INO 50 to 100 tt
(optional) +
j Buffer space !optional)
i
I
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rle�n
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We:Sea Tables 611-1-2 and 6H-3
for the meaning of the 15 ft
symbols andror letter ro
(codes used In this figure. ancowlNc
1A r�FFK
(optional)- . • y
(sae Section 38.16
8 (optional) , a
a M
T: (207) 591-6427 R (207) 772-3427
} 1f 041 1ANI info®tiisontech.com
ROAD REVISIONS
AHEAD
(optional', DATE DESCRIPTION INITIAL
�1 I e, 07/21/23 INITIAL SUBMISSION AILS
3Y!'1�M dYOb T 7♦ � '11/�
ON3 46
' {cpUor.all
!optional)
SCALE
SIZE B SHEET: NTS
ROAD
WORK SIZE D SHEET: NTS
AHEAD SHEET E05 OF E09
FILE NAME:TWINID 0898EA 15 CD
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 15
raOK t TWIN FALLS,ID
C.I�Od Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L 1
T
(apuonafl
But for space
(optr onal l
1)2 L
N
N 100 ft
N N
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while lane line I
AL
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N tI
'5=speed in mph 112 L
{� 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 07/21/23 INITIAL SUBMISSION ALS
Note 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:TWINID 0898EA 15 CD
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 15
TWIN FALLS,ID
<*'11� I t f MATERIAL DESCRIPTION QTY ACTUAL
C
B t
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B
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T [�o
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112LMIN < >
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TILSON
On a Mission
T- (207)591-6427 F- (207)772-3427
'_• _� I _' r InfoOtIsontech.com
ti 40k�l
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
07/21/23 INITIAL SUBMISSION ALS
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. AHEAD SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E07 OF E09
FILE NAME:TWINID 0898EA 15 CD
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 15
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
C
B t
bfn r
or
B
or 46
- - ROAD'NOIIK
L
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1,,2 L MIN.
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112LMIN < >
yellolw lirl?S yyy
112 4L MIN. I,opbonal.
I
e111�'M ;IY':8 j
I;MI •�
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On a Mission
T- (207)591-6427 F- (207)772-3427
'_• _� I _' r InfoOtIsontech.com
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
07/21/23 INITIAL SUBMISSION ALS
CLOSLC
Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the ROAD
symbols and+or latter
wartft
Codes used in this fi-gure. AHEAD SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E08 OF E09
FILE NAME:TWINID 0898EA 15 CD
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
` (optional)
_ � � � TWINID 0898EA 15
40
C t J
C6 p9 09 TWIN FALLS,ID
rq
� W y MATERIAL DESCRIPTION QTY ACTUAL
1 <
� a oC:)
UJ
or
r
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T x
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K
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A.
v
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CLOSED
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CD M Note: For long-term stationary TILSON
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center line ancLor T: (207)591-6427 F: (207)772-3427
N InfoOttlsontech.com
lane Imes should be
removed between the
ROAD crosswalk lines. REVISIONS
N(]�K DATE DESCRIPTION INITIAL
ANEAD See Tables 6H-2 and 6H-3 07/21/23 INITIAL SUBMISSION ALS
to me meaning of the
symbols andror lettef
codes used in this figure.
SCALE
Typical Application 29 SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E09 OF E09
FILE NAME:TWINID 0898EA 15 CD