HomeMy WebLinkAboutTWINID_0898EA_07_TCP_REV0-compressed TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 07
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR H00 347 15A5
CONTRACTOR CAN REFERENCE CITY OF TWIN POLE LINE RD FREEWAY OR EXPRESSWAY
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. GRANDVIEW DR N MAJOR COLLECTOR
TWINID_0898EA_07
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
FREEWAY OR EXPRESSWAY
PROPOSED CONDUIT MAJOR COLLECTOR ROADS1
Ik AmAwwr..F
I
t
1
S1 i-kiket Dr 1
F - - - - - - - - - - - - - - - - - - - _._ _ _ - - -
I
� s I o ; W a
F� � q 6. p O c
"4 a -N Ac
u
_ M Qo e
N6. of1 n
'�, o
Z _ — N Collego Rd W V M1sty Mead v -Ph
� � z �� CalthnAve TIL50N
c.
t��)Ah �_oOp A T. (207) 591-6427 F: (207) 772-3427
•I infoOtilsontech.com
i
T•rra Ave R d� REVISIONS
�� DATE DESCRIPTION INITIAL
08/04/23 INITIAL SUBMISSION ALS
,�t °.► 40
White 81rch Ave a O
f SCALE
I Shadowicif Ave Ric SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E02 OF E09
FILE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL POLE LINE RD ,
BARRICADE WARNING DEVICE Di Llnl.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800-342.1585
/� DIRECTION ADVANCED T
\= OF TRAFFIC WARNING SIGNS + +
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
ry
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER 'F
g SIGN Oa PARAWEBBING
TWINID 0898EA 07
28"CHANNELIZIN
DEVICE 02 FLAGGER TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _ r
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 r 4
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
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 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. =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
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
QTy � 1t
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 MI DBLOCK 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 LF-NGTH(FT) fs
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT _
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE 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) 08/04/23 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 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' 1 280' FILE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL POLE LINE RD ,
BARRICADE WARNING DEVICE Di Llnl.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS e w
WORK TRUCK ARROW PANEL ++
® (FLASHING ARROW)
SHADOW UNIFORMED r�I�til
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 07
28"CHANNELIZIN FLAGGER + �' TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. , =F
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 - -+
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. s
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. _ _ %
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE I1mmdbLm
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - - -,-- - + F BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. y
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,; •
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _ K
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1r C y
PLACE FOR CONTINUOUS DAYS. 3 1 - m
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. m
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 _ r
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 UTILPTY
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ _ }MI(
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). A14EAD
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.
1F
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS +
L=TAPER L1=NGTH(FT) -
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED LANE MERGE 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) 08/04/23 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 E03A 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:TDS TWINID 0898EA 07
LEGEND ADDRESS: ® DMuOG'•
TYPE II SIGN W/HIGH LEVEL POLE LINE RD
BARRICADE WARNING DEVICE Di Lino.Inc.
WORK ZONE TWIN FALLS, ID 9
41111111111111111 MARKING 800-342.15as
DIRECTION ADVANCED
OF TRAFFIC WARNING SIGNS
`
ARROW PANEL PL
WORK TRUCK ® (FLASHING ARROW) or
SHADOW UNIFORMED ■
VEHICLE TRAFFIC OFFICER -4 '-
g SIGN OD PARAWEBBING �
mri _ i '.;�„' � t� '_ k } TWINID_0898EA_07
28 CDEVICEIZING �■ FLAGGER y + TWIN FALLS,ID
+ ~ MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR -
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ' 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. ^ry
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 13
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 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
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
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ' 3kk
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). Q _ 73
PlyWHEN 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 y �'
OF THE MI DBLOCK CROSSWALK lr 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.
40 M.P.H. OR LESS: L=WS2 /60 _ .,•Tro
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) '� ; �•L '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT &■
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
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 LANE MERGE info®tilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 08/04/23 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 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' 28' 1 1 1 FILE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: ® DMuO
TYPE II SIGN W/HIGH LEVEL POLE LINE RD
BARRICADE WARNING DEVICE Di Lino.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800.347.15H5
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
1p-
WORK TRUCK ® ARROW PANEL ? :L+ •_•~T `'�� ''P�-0Jlk*P .s�. r #10 ;,APo'
(FLASHING ARROW)
i �•mow � y _'k—*` �.�._ �4. .fir+ ��^.� •
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ��• ~� _ +� 4 �
_ TWINID 0898EA 07
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~� Aam r -mow f'
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 Ju
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L --. ---- ■y
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION � ~ a
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 - -ti-1'r•'. ,- �"'ST' •rr r.,�-,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN t"�'`'•'•1`�'��''i3 "'- �'}•
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �t
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 ` Q 0
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 1 + 4 .
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. +
TAPER LENGTHS CALCULATED BY FORMULA
FROM (MUTCD TABLE 6H-4. •' L { � i ■ � r• +. �'• _
#�
40 M.P.H. OR LESS: L=WS2 /60 • t �.
40 M.PH. OR MORE: L=WS r� ■fir '
L=TAPER LIENGTH(FT) J16
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ` '
air-
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
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 info®tilsontech.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) 08/04/23 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' 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' 1 1 1 FILE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT TWIN FALLS, ID Dig Lino.Inc.
MARKING WORK ZONE 800-347.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 07
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: � *
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. MtlJ�
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
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 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 1L
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -
COLLECTOR ROADS. f,�;
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION THE FIRST SIGN. - •
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �
1
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD i
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). '
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 6 ; -F �7
t
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ti r WORK
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 i
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS -
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT '
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE 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) 08/04/23 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' 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' FI
LE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL POLE LINE RD ,
BARRICADE WARNING DEVICE Di Llnl.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL '
WORK TRUCK ® (FLASHING ARROW) Awl,
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER INN a
g SIGN Oa PARAWEBBING a �
-- TWINID 0898EA 07
28"CHANNELIZIN *
DEVICE ~� FLAGGER _ _ — TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-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 —
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 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.
N
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Y O O
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - _ - WN m D
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES i I�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 03SO10
--- -•-'"• NlVM3OIS
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. O m -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE C)Y
OF THE MIDBLOCK CROSSWALK G -
� �k
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
40 M.PH. OR MORE: L=WS
L=TAPER LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT t
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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/04/23 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' <-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' 1 325' 217' 715' 1 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 1 350' 233' 770' 1 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL POLE LINE RD ,
BARRICADE WARNING DEVICE Di Llnl.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800-342.1585
/� DIRECTION ADVANCED — y_
\= OF TRAFFIC WARNING SIGNS --' " y
ARROW PANEL `
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED � _� _
VEHICLE TRAFFIC OFFICER
• ' �� -* : mot ' -�,...
g SIGN Oa PARAWEBBING - -
VICE ~�
Apia TWINID 0898EA 07
28"CHA IN FLAGGER TWIN FALLS ID
DEVICE }
;'`I , I.}; � * MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 4
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 Ira
=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. j +
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 r }
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - --
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ;
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND y W
COLLECTOR ROADS.
c1 m
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF W rn O D
RESTRICTION TO THE FIRST SIGN. Q O U) r
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 2 _
SIGNS. ii i-il V m
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD T _ x O
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES j N * m m f IL
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). O
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 OiPl �C,
OF THE MIDBLOCK CROSSWALK ,y Os
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 ;tI `+►
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 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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/04/23 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 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' 1 280' FILE NAME:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL POLE LINE RD ,
BARRICADE WARNING DEVICE Di Llnl.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800-347.1585
/� DIRECTION ADVANCED F
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL +
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
28"CHANNELIZIN �■ -• -..
TWINID 0898EA 07
DEVICE FLAGGER ' TWIN FALLS ID
VA
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 - s
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - - - -- -
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
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.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND i
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 4 dM3a�g 4-asolo
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL )11VM34�$
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 �£
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 LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT -' ' �.;r 'r? ►
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) 08/04/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 1 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' <_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: NITS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09
65 645' 650' 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:TDS TWINID 0898EA 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL POLE LINE RD ,
BARRICADE WARNING DEVICE Di Llnl.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING 800-342.1585
/� DIRECTION ADVANCED
OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL _ _— _ _ — T7 ' L
® (FLASHING ARROW) -w '
SHADOW UNIFORMED a' +•
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING - ' ' — " •
TWINID 0898EA 07
28"CHANNELIZIN FLAGGER — ti TWIN FALLS ID
DEVICE 0■
* q !�.2 MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION •
AND ACCESS RADII. - •T
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 Alk_
CONSTRUCTION CAN BEGIN. i +
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 b
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 j
COLLECTOR ROADS.
O
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND t U =
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 • Q 0 _
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). * i W Ix J
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ='� ■ � fq
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •w F
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 4 _ '~' •
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. i ' �•
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCEi•'
OF THE MIDBLOCK CROSSWALK +. ti
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. IP
r
TAPER LENGTHS CALCULATED BY FORMULA # i ' `
Id
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 �".
40 M.PH. OR MORE: L=WS
L=TAPER LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT # �� •- '` r
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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/04/23 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' <_35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >:40 MPH SIZE B SHEET: NITS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C 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 07
LEGEND ADDRESS: DIG nt.
TYPE II SIGN W/HIGH LEVEL
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT TWIN FALLS, ID Dig Lino.Inc.
MARKING WORK ZONE 800-347.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
W ARROW PANEL
WORK TRUCK
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER y --
g SIGN Oa PARAWEBBING �'•
TWINID 0898EA 07
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-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 3V3R 31030
AND ACCESS RADII. _
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r 03SOlO NlVM30IS
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. 3
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 t
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. F
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 + 1 1
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. .r—-
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND '
SIGNS.
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 Y
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.
I
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 lnfoOtll3ontech.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) 08/04/23 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' 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' 280' FILE NAME:TDS TWINID 0898EA 07
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIGUM
Dig Line,Inc.
—2 11,85
Figure 61-1-11. Lane Closure on a Two-Lane Road
with Low Trattic Volumes (TA-11)
ovtmr
yya„M 4 go 0 w TWINID 0898EA 07
1 TWIN FALLS,ID
C Li-L a , MATERIAL DESCRIPTION QTY ACTUAL
( I* —
I i)
� B
QrQlt '
Wyl ibD .' 5010 100 h
- � 9uf1Dr space(opkonv)
SOW Ispaco(optional)
s 5010100 K
Note Soo Tables 6 4-2 and 6H3
for the moaning of the 1 S K
symbols and!'Or later �o
codas used in fa hWo. o�;owlac
A TRArTk
A*onal
(seo Section 38 161
T I L S O N
On a Mission
T- (207)591-6427 F- (207)772-3427
InPoOtHsontech.com
OW LAW
ROAD REVISIONS
(options) — - AIIIJ)
DATE DESCRIPTION INITIAL
`' 08/04/23 INITIAL SUBMISSION AILS
I
(0p04na!I
� �n8i1 SCALE
SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E05 OF E09
FILE NAME:TDS TWINID 0898EA 07
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME It DIourN
Dig Line,Inc.
Figure 61-1-31. Lane Closures on a Street with UnpvPn
Directional Volumes (TA-31)
01r9Nr TWINID_0898EA_07
y�y74 TWIN FALLS,ID
OIIO!! J� MATERIAL DESCRIPTION QTY ACTUAL
I
A
L
8ufkr>�
(op0onat)
1n L N
N
1 N lift
� I
TW*KW&ry slobd A
*tww Ions b-*
&AW long
'S =11*0 in mon ; \ V2 L
N - ' LSON
a M1
trEr �� T: (207) 591-6427 F: (207) 772-3427
4S K — info®tilsontech.com
-J REVISIONS
DATE DESCRIPTION INITIAL
Mole. Sea Tablas 6M-2 and
08/04/23 INITIAL SUBMISSION AILS
I614-3 for ft mowwV
of ft SYMI is an"
letter codes used in I ROAD
MILK
this tiguro - - _ NORK
AHEAD
SCALE
?yplcal Application 31 SIZE B SHEET: NITS
SIZE D SHEET: NTS
SHEET E06 OF E09
FILE NAME:TDS TWINID 0898EA 07
HALF-ROAD CLOSURE MULTI-LANE ® DIourN
Dig Line,Inc.
Figure 61-1-32. Halt Road Closure on a Multi-Lane.
High-Speed Highway (TA-32)
TWINID 0898EA 07
TWIN FALLS,ID
t t MATERIAL DESCRIPTION QTY ACTUAL
1 l
c
I
B �
a
f"r' t rxa
�n
L ,
4�c T9mporary whta
4 edgo bno
iopbonao
1!2 L MIN.
ary ., 11 L MIN
Xx
V2LM
raca sra r h
cue t -�--
TILSON
/ - ♦ On a Mission
iI
T- (207)591-6427 F: (207)772-3427
Sb�uld.f t��r :1.1 InfoOtnsontech.00m
ern
1 REVISIONS
G DATE DESCRIPTION INITIAL
08/04/23 INITIAL SUBMISSION AILS
< >
C1D1(=
Now Soo TaMm 61-1-2 and 61-1-3 all
�
w
l l t t
of 1W .�
COdAa triad In on � SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E07 OF E09
FILE NAME:TDS TWINID 0898EA 07
WORK ON PARKING LANE ® DIourN
Dig Line,Inc.
Figure 61-1-32. Halt Road Closure on a Multi-Lane. h - ht 1 :, ? ,S%
High-Speed Highway (TA-32)
TWINID 0898EA 07
TWIN FALLS,ID
t t MATERIAL DESCRIPTION QTY ACTUAL
1 l
c
I
B �
a
"tr' t rxa
wn
l ,
4�c T9mporary whta
904 edgo bno
lapbonao
1!2 L MIN.
ary ., 11 L MIN
Xx
raca sra r
cue t -�--
TILSON
/ - ♦ On a Mission
i T- (207)591-6427 F- (207)772-3427
Sb�uld.f t��r :Ls1a InfoOtnsontech.00m
ern
1 REVISIONS
G DATE DESCRIPTION INITIAL
08/04/23 INITIAL SUBMISSION AILS
< >
C1D1(=
Now Soo TaNm 6H-2 and 6N-3 all
�
w
l l t t sm
of ft .�
COdAa triad In on SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E08 OF E09
FILE NAME:TDS TWINID 0898EA 07
SIDEWALK CLOSURE It DIGUM
Dig Line,Inc.
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
l c�ilc rlaf
C711
m _U = ti[ TWINID_0898EA_07
O t --AN pC = TWIN FALLS,ID
409 N
Vf
�>E MATERIAL DESCRIPTION OTY ACTUAL W N
r > W C:D
7CZ n, W g
W
t
Tornporary
marking be
cacsm0k knQs
• itroas�hatclwp
Y
i SIDEWALK
- CLOSED
i six�ul�CtDiil
u[AO
0
N Note: For lio"rm stabonary L 5 O N
00 work ttw doubly yellow
Z
O �� �d'� T. 207 591-6427 F: 207 772-3427
Q tam m"IN)m infoOtilsontech.com
o REVISIONS
`u
DATE DESCRIPTION INITIAL
aSoa Tablas 6H-2 aM 6H-3 08/04/23 INITIAL SUBMISSION AILSa i br mo rnoannq of my
t symbm Wd*loot
CL ♦ codas used in In by so.
�I i
SCALE
Typical Application 29 SIZE B SHEET: NTS
al SIZE D SHEET: NTS
w
SHEET E09 OF E09
0
of
z
3 FILE NAME:TDS_TWINID_0898EA_07