HomeMy WebLinkAboutTWINID_0898DA_13_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898DA 13
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® DIGt+l ne
. ,
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN MARTIN ST COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. ADDISON AVE W PRINCIPAL ARTERIAL
TWINID_0898DA_13
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
PRINCIPAL ARTERIAL ROADS
PROPOSED CONDUIT IMINOR COLLECTOR ROADS
j a --r..r'W' Harry Barry
Park
Hvyburn Avenue West
a
4
L
mw
eventh
day
_ s dventist hurch St. Ignatius
Orthodox
j Christian
Ap Church
r 4 I 2nd Avenue West
—� BMX Park 4 munity 3rdAvenue West t T
I L S O N
ristian
CDt_ _ _ _ u rc h T. (207) 591-6427 F: (207) 772-3427
info®tilsontech.com
Delon Avenue
o I --4th Ave REVISIONS
0 �
Avenue WQSt DATE DESCRIPTION INITIAL
09/29/23 INITIAL SUBMISSION NV
o L —
AllStree,
3
U
v SCALE
�I SIZE B SHEET: NITS
I Victory Avenue SIZE D SHEET: NTS
al
o • TWIn Falls
E02 OF E09
of r_ic ri•.i_
z
3 FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL -&VI
BARRICADE WARNING DEVICE MARTIN ST
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL a
Lu
WORK TRUCK ® (FLASHING ARROW) e 3 a -
SHADOW UNIFORMED aV3HV
VEHICLE TRAFFIC OFFICER YHOM Rl
g All,lJ 11 r
SIGN Oa PARAWEBBING
TWINID 0898DA 13
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"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH f
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 :j
gkll
FOR ALL SPEEDS. D A f -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES O 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 1'• ~ ,y:L �.d,-V
CONSTRUCTION CAN BEGIN. - •-
•
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL `7 -
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN * 7 _
PLACE FOR CONTINUOUS DAYS. .�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - J ��• �
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. 7► A
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. at. �+. "- , ,
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - - ✓
SIGNS. `•THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE -
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA }
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS uTILITr
L=TAPER LF-NGTH(FT) woarc
AHEAD
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
coPOSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED 1 LANE SHIFT infoOtilsontech.com
z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300' 200' 660' 330' 220, 720' 360' 240' SHEET E03 OF E09
0 65 645' 650' 1 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 1 350' 1 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_o898DA_13
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL MARTIN ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS avawv
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING +,�,
TWINID 0898DA 13
28"CH ZING
DEVICEEVICE FLAGGER ,1 TWIN FALLS,ID
'��
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
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. , t
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. f- ,
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 'R �'�• ,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. r l
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 y;
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
COLLECTOR ROADS.
r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF '
RESTRICTION TO THE FIRST SIGN. �Y , ti �•[
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND w. .
SIGNS.
e.
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 UTILITY
OF THE MIDBLOCK CROSSWALK i5'�
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. WORK I�
AHEAD
'.�=•"t'1 T Y �
TAPER LENGTHS CALCULATED BY FORMULA L
FROM IMUTCD TABLE 6H-4. i
40 M.P.H. OR LESS: L=WS2 /60 L
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT b
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 LANE SHIFT infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 ROAD TYPE
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 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
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL MARTIN ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED ,
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL OV3HV
(FLASHING ARROW) )MOM
Fm SHADOW UNIFORMED unim L_
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID 0898DA 13
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
-� MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=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.
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
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
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
40 M.PH. OR MORE: L=WS ; vuoRii ;a
L=TAPER LIENGTH(FT) aHEno j '
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 LANE SHIFT infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, ?40 MPH 350 350 350 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' 240'00 SHEET E03B OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® D_ siG_ un_�_R_
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED r
\ OF TRAFFIC WARNING SIGNS • ml
WORK TRUCK ARROW PANEL @RE (FLASHING ARROW)SHADOW UNIFORMED all
Fm VEHICLE TRAFFIC OFFICER
SIGN OD PARAWEBBINGTWINID_0898DA_13
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
• ` •` +' �' r . MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
"L" ,
CALCULATE USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - •��
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 111
AND ACCESS RADII. Z
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Q W 4
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. W
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r�/_ •.J Q
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... d' 3
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. •�YtL
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ 7.
.-
CONSTRUCTION CAN BEGIN. - '
1f1 •J
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL M
BE LIMITED TO WEEKDAYS,BETWEEN D RE-3:OOPM -�� 'f
TRAFFIC CONTROL MUST BE SET UP ANND 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 'J • �.
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. a 0 , .
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 MEN
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 -
ENCOUNTEREDBYA 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. ,•i
TAPER LENGTHS CALCULATED BY FORMULA X y
FROM IMUTCD TABLE 6H-4. ,
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED LANE MERGE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
6 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55 180' 90, 60' A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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
C)f 65 645' 650' 325' 217' 715' 358' 238' 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257 840' 1 420' 280' 1 1 FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -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 t• ` ��..�� ��
ARROW PANEL + '
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER :
g SIGN oa PARAWEBBING
TWINID 0898DA 13
28 C DEVICE IZIN �■ FLAGGER t TWIN FALLS ID
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-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 Q )0
AND ACCESS RADII. �.t 0)Q se ❑
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE f. w
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION .Z 0 x J Ix Q
FOR ALL SPEEDS — O Lu
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES X
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. 1
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - - •
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r 1
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. «
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 D CC
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. = C z!
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE RI O
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA _
FROM IMUTCD TABLE 6H-4. l
40 M.P.H. OR LESS: L=WS2 /60 ! _
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED m
z L %2 L 1 LANE MERGE infoOti/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE lsontech.co REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240'
SHEET E03D OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260 EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_o898DA_13
LEGEND ADDRESS: DIGS ne-
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
DIRECTION ADVANCED
OF TRAFFIC WARNING SIGNSARR J �� •
W PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING '' t
TWINID 0898DA 13
28"CHANNELIZING
�•��'' ��' �
DEVICE �■ FLAGGER � TWIN FALLS ID
NOTES: MATERIAL DESCRIPTION QTY ACTUAL
! �
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 lLJ
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Z
=S�W/60,S-SPEED,W=WIDTH • Q LU 4
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION U)
AND ACCESS RADII. _ - ~O W
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE `' r-3 0 (u
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES y
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL `-
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. - y dip
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE �- L
CONSTRUCTION CAN BEGIN. -�-J' J
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 - �-i
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 _ rJ
SIGNS. C "
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD yr��
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 'I •
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D C C . �•qw 67.
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Z C �•I
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m O
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D X OF THE MIDBLOCK CROSSWALK _ A
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. --
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 ;• +�
40 M.PH. OR MORE: L=WS _
L=TAPER L1=NGTH(FT) ! �"
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED ontech.com
CA
z L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60, A B C
35 L —W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
oo
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03E OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED - f
\= OF TRAFFIC WARNING SIGNS
W ARROW PANEL
WORK TRUCK '
® (FLASHING ARROW) �r
SHADOW UNIFORMED r, •
VEHICLE TRAFFIC OFFICER �: •t' !
g SIGN oa PARAWEBBING TWINID 0898DA 13
28"CHANNELIZIN �
DEVICE �■ FLAGGER � (1V3HV 9_- TWIN FALLS ID
Naom
wl`7)� Ail MATERIAL DESCRIPTION QTY ACTUAL
NOTES: -
lan
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"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • W Z
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION J y Q
AND ACCESS RADII. 4�lf/
yF-'O WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITEZCONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSIONjO WFOR ALL SPEED$. f-CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONESREQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �� Ir.,..
FIELD CONDITIONS,ETC... `
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. I,,I � -- `
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - _ - - J ' A p'
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
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 i
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �
COLLECTOR ROADS. r/•
.��. y..
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • •
SIGNS. I I.-NiisWYirw�` I I
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ,y ~ �
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r •
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D C
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 41rri
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES fTl 0r"
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. X .• - �'` •-�:�....�.`� -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -
TAPER LENGTHS CALCULATED BY FORMULA _
FROM IMUTCD TABLE 6H-4. A r r
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT Ab
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED m
z L %2 L 1 LANE MERGE infoOti/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE lsontech.co REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240'
SHEET E03F OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260 EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_o898DA_13
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED •
\= OF TRAFFIC WARNING SIGNS �y ` �;. rn
WORK TRUCK ® ARROW PANEL J . I,
(FLASHING ARROW) • Yr1
SHADOW UNIFORMED {i
Ob'3Hb'
VEHICLE TRAFFIC OFFICER toll.—Y NNOM
g SIGN oa PARAWEBBING !`�""• +' A.Lnun zrI .` � ��
DEEVICEVICE ~� i� .! I TWINID 0898DA 13
28"CH ZIN FLAGGER 2 ti TWIN FALLS ID
411rom
�
+ MATERIAL DESCRIPTION QTY ACTUAL
NOTES: `/ R411
• 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 L
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. r '
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION W
FOR ALL SPEEDS. • Z
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - Q W
I_ a
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... ` • r r.�� 0 ujj
ALL DEVICES CONFORM TO CURRENT MUTCD. / __j z CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - + l J , ` C7() Q O w
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. - 2l1�; + _
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ �•. _
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • 3 ��
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • `�I
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.
.tr
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). ri _ .. ,� . •
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • • •�. • •
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • ��
OF THE MIDBLOCK CROSSWALK - '��'• �..,, ,`
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -
TAPER LENGTHS CALCULATED BY FORMULA
m O _1
FROM IMUTCD TABLE 6H-4. n ;u
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 r
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 R (207) 772-3427lsontech.co
SPEED POSTED SPEED LANE MERGE infoOtim
z L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION Nv
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
ul
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03G OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 1 1 730' 700' 350' 1 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 1 FILE NAME:TDS_TWINID_o898DA_13
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -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 s,
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED '
VEHICLE TRAFFIC OFFICER ,
g SIGN oa PARAWEBBING ~' ,n
I � �� • TWINID 0898DA 13
28"CHANNELIZIN 02 FLAGGER r • '" • ' 4kK r TWIN FALLS ID
DEVICE
` MATERIAL DESCRIPTION QTY ACTUAL
r�Hd
NOTE at
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • - ANOM
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR •� - �•�-�7I.Lf1 .
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 F _ _ I •�
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �•'"
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ~ • - L w
FOR ALL SPEEDS. w
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ` W 0
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL } F &mown F- fn W ).
FIELD CONDITIONS,ETC lm� L x_j= F Y
ALL DEVICES CONFORM TO CURRENT MUTCD. �` I `, (�C1 Q J a:W
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. y wwJ
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE Q
CONSTRUCTION CAN BEGIN. -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL —- — y•BE LIMITED 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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE 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 •- ! 0 -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. `--
s�.
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 4
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 �"'• �I
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 _ C
OF THE MIDBLOCK CROSSWALK x Q= -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. D r _
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 4,41 t
40 M.PH. OR MORE: L=WS t .a �.,, ,•,
L=TAPER L1=NGTH(FT) G -
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT -
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED m
z L %2 L 1 LANE MERGE infoOti/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE l•ont•ch.co REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03H OF E09
0 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_o898DA_13
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/= DIRECTION ADVANCED -� AMR
\� OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) i
SHADOW UNIFORMEDFm
r
VEHICLE TRAFFIC OFFICER °1
g SIGN OD PARAWEBBING
28"CHANNELIZING TWINID_0898DA_13
DEVICE �■ FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
1id ab
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 01 'I 1 } ✓
=S' W/60,S=SPEED,W=WIDTH ___ , {(J •' ti
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. • voW Q
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE -
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION F Q W
FOR ALL SPEEDS. S J r
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •f_ , _ / 1 a Q
FIELD CONDITIONS,ETC...ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR4— Ski
SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. t ilti/
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. t
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE TRAFFIC
CON WEEKDAYS,BETWEEN AND
RE-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 Addison Ave
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 Addison Ave
RESTRICTION TO THE FIRST SIGN. 114M ,
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. D C
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK RI <~
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 0 -
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
f
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 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 LANE MERGE infoOtilsontech.com
z L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E031 OF E09
of 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730, 700' 350' 233' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL T
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING r
T W I N I D_0898DA_13
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~� _
•! 1 1 '��� MATERIAL DESCRIPTION QTY ACTUAL
NOTES: '
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S, W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 111
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ` Q Lu
C❑
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - 0)W f}. Y Q
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - �'- Z J r _I Ir Q
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - - -` ►ir-`�1_ 0 Q
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. 4 ,t
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. T S
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 _ 3' _ 1 • .
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. d
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD '
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Z
OF THE MIDBLOCK CROSSWALK _ -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. D f
TAPER LENGTHS CALCULATED BY FORMULA x ``
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WSum
1
L=TAPER LIENGTH(FT) 'y
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 LANE MERGE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03J OF E09
of 65 645' 650' 1 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED -- -
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL '' 1
WORK TRUCK ® (FLASHING ARROW) y
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
2 TWINID_0898DA_13
8"CHANNELIZING
DEVICE �■ FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Lu
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH Rao, Q Q
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION A Lu
AND ACCESS RADII. )_ W
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • x Q x Q
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION � r (�V Q Q L 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 `1I`
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. •d • Ave W
_-_
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 A
COLLECTOR ROADS. '
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 1
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 Q
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -
iy
TAPER LENGTHS CALCULATED BY FORMULA um
FROM IMUTCD TABLE 6H-4. 1 '�
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 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 LANE MERGE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<I 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 E03K OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257 1 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: DIGS ne-
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
DIRECTION ADVANCED
OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW) (t
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING _
28"CHANNELIZIN r TWINID 0898DA 13
DEVICE ~ill FLAGGER TWIN FALLS ID
r MATERIAL DESCRIPTION QTY ACTUAL
NOTES
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR W
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTHLuQ
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION •-��� 9)tQ x a
AND ACCESS RADII. J ^_ 0
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE •l J _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - U Q J.:. 0
yj
FOR ALL SPEEDS. — Ix Q
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. v
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 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
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.
1 - _
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
L
RESTRICTION TO THE FIRST SIGN. - 1
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ti
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m O
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D
OF THE MIDBLOCK CROSSWALK a 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. 411W,
40 M.P.H. OR LESS: L=WS2 /60 a
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) _
•
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED m
z L %2 L 1 LANE MERGE infoOti/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE lsontech.co REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03L OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 r 730' 1 700' 350' 1 233' 770' 385' 1 257' 1 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
DIRECTION ADVANCED
OF TRAFFIC WARNING SIGNS . -�
WORK TRUCK
ARROW PANEL jS. 1 an-
(FLASHING(FLASHING ARROW) '
SHADOW UNIFORMED 'y 1
VEHICLE TRAFFIC OFFICER
g 7,
SIGN oa PARAWEBBINGd.
r '- r•ti„- TWINID 0898DA 13
28 C DEVICE IZIN 02 FLAGGER J� S /1 f--� TWIN FALLS ID
-1.) MATERIAL DESCRIPTION QTY ACTUAL
NOTES: }
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _ r' Y Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR F +�-- I ...• J O W
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 ` • f. 1�
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ f CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSIONFOR ALL SPEEDS. �-'^+.. 4t/
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... t
ALL DEVICES CONFORM TO CURRENT MUTCD. -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. t
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
�M
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. 7• -
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 1
THE SAME ROAD. v I{
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 X _
SIGNS. x r
—1
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD O { f -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES n
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). J F=Ll Q
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR n m r '
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL O Z f .-
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES `_ m
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ UTILITY f _
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE y WORK
OF THE MIDBLOCK CROSSWALK _
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAD
TAPER LENGTHS CALCULATED BY FORMULAR
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
BUFFER ZONE On a Mission
M POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427lsontech.co
SPEED POSTED SPEED LANE MERGE infoOtim
z L %2 L 1/3 L L %2 L 1/3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W60 <250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
M 2 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
00
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03M OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
1111111111111111 MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
@RD ®WORK TRUCK ARROW PANEL
(FLASHING ARROW) f `� •
Fm SHADOW UNIFORMED { -1 I ,, �►
VEHICLE TRAFFIC OFFICER f �
g SIGN OD PARAWEBBING •
TWINID_0898DA_13
28"CHANNELIZING � f w.�.•�
DEVICE �■ FLAGGER Y TWIN FALLS,ID
i
r MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y •/ ' 0V3HV I Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR - I + ��((111 �' �HO� .I O (L
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L -
=S' W/60,S=SPEED,W=WIDTH f kii-un
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION -r J
AND ACCESS RADII. t •
Tl
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 4b `�• ) `l
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... •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 - _ _ • s���` - _
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 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. y �• ' • -` •
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -
COLLECTOR ROADS. - - •
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF • •
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND `
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 D •�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). Z 0 .-.I D
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR n - M O _j
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Q 'I n N r
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES O M n
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Q Z •. �, 6
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE m t
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. J
J w ,-
TAPER LENGTHS CALCULATED BY FORMULA 6 r �
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
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 LANE MERGE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, ?40 MPH 350 350 350 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' 240'00 SHEET E03N OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® Dmune.
TYPE II SIGN W/HIGH LEVEL MARTIN ST z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
Sh
\= OF TRAFFIC 0 WARNING SIGNS OUP Ave W Shoup Ave W
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED 3a3assoan `
VEHICLE TRAFFIC OFFICER -i; °3SOl�NlVM3°IS
g SIGN OD PARAWEBBING "�- ._
rr
� �� TWINID_0898DA_13
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
l �. "1�''� MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=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 t,_ i7
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION IN
p
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 1 F
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 I
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND l
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 p
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD YI•iy
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 *5
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL r ,1 '•.'
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 51°EWALK CLOSED -i
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT -
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION Nv
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 '35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82 URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
CI 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<I 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
of 65 1 645 650' 325' 217' 715' 358' 238' 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL MARTIN ST z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL _
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID 0898DA 13
28"CHANNELIZING FLAGGER 3a3HssoaD , TWIN FALLS,ID
DEVICE ~� J
03SOl3 NlVM3OIS MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S, W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
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 he
J O
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Q H
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL p O
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Fa U
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. x
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 5
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF !�
RESTRICTION TO THE FIRST SIGN. Y,✓ZC - '
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 i
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. SIDEWALK CLOSED
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK CROSS HERE
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 r,
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 ROAD TYPE
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 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
of 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED jow
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER 11+
g SIGN OD PARAWEBBING
TWINID_0898DA_13
28"CHANNELIZING
DEVICE 0--■ FLAGGER TWIN FALLS,ID
y • MATERIAL DESCRIPTION QTY ACTUAL
NOTES: � ,
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. } m '
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L } y D
=S' W/60,S=SPEED,W=WIDTH y
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION It
AND ACCESS RADII. -WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION -•y•, f>7 y
FOR ALL SPEEDS. v
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. f
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. SIDEWgLK
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. 'r CLOSED
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 .s
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. •y
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • ,
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ``1 •�' •
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE -
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA ,1 I
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 1 180' 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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
of 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730, 700' 350' 1 233' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
DIRECTION ADVANCED
OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK
ARROW PANEL r
® (FLASHING ARROW)
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER r•�•Y \
g SIGN OD PARAWEBBING f TWINID 0898DA 13
DEEVICEVICE 28"CH ZING FLAGGER ' TWIN FALLS,ID
~�
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=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �'•
=S' W/60,S=SPEED,W=WIDTH SIDEWALK y-�
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION CLOSED f
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION SIDEWALK qrf
I
FOR ALL SPEEDS. CLOSED �' )r/
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL SIDEWALK
FIELD CONDITIONS,ETC... -
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 -
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN f/
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 Ave W
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION AY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS CMOMPLETED 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
Addison Ave W
RESTRI CuCTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �'•
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). •w0 CD
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. - --! r
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE I
OF THE MIDBLOCK CROSSWALK i
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 e, '
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<' 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09
of 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS •
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
Fm SHADOW 93Ck UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ' '{ + rr ' f� • 1
TWINID_0898DA_13
28"CHANNELIZING C
DEVICE �■ FLAGGER f"`�' TWIN FALLS,ID
+ MATERIAL DESCRIPTION QTY ACTUAL
NOTES: r•
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •Y 0
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR i (rr/r` `
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH '•�S• •
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION •
AND ACCESS RADII. +
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE SIDEWALK
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES CLOSED
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL < SIDEWALK
FIELD CONDITIONS,ETC... ' ►
ALL DEVICES CONFORM TO CURRENT MUTCD. � CLOSED '
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 1
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ♦.�'� .J
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
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 e
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 • i
n Ave W
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). •y •
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `ems •�
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.
,r
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 •• ; �`
40 M.PH. OR MORE: L=WS ? '
L=TAPER LIENGTH(FT) •. p St
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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<' 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09
of 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS �`' I L •"� '
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm y•1+�` ,
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ^>•/r w f
TWINID_0898DA_13
28"CHANNELIZING
DEVICE �■ FLAGGER TWIN FALLS,ID
Noyes SIDEWALK MATERIAL DESCRIPTION QTY ACTUAL
: + I FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. '
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CLOSED
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. r SIDEWALK
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CLOSED
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _
FOR ALL SPEEDS. ,
SHOWNCONES REQU REDSHALL BE BASED ILLUSTRATION EXACT NUMBER S, SIDEWALK
ON CONES SPACING TAPER ACTUAL
FIELD CONDITIONS,ETC... CLOSED
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
Y
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3OOPM
TRAFFICCE CONTROL
O T ONUOUS DAYS.
RESTRICTIONS UP AND REMOVED EACH DAY,NOT LEFT IN -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. -_-_
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND •
COLLECTOR ROADS. - -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • _
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). y A• •_
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES f PRESENT IN IN THE EXISTING PEDESTRIAN FACILITY. '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. -
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. F.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
t '
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<' 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09
of 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu•...ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW) L - •
•
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBINGw
TWINID_0898DA_13
28"CHANNELIZING
DEVICE 0--■ FLAGGER TWIN FALLS,ID
t
T 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 SIDEWgLK 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. CLOSED J O
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION y 4
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES W O
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL — - 0 J
FIELD CONDITIONS,ETC...
Cn
ALL DEVICES CONFORM TO CURRENT MUTCD. 1 (n V
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 41
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ,.
CONSTRUCTION CAN BEGIN.
1 ••
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
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Ave w
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES .. -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. `
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, ?40 MPH 350 350 350 SIZE B SHEET: NTS
<' 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS ,y •
WORK TRUCK
ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMEDFm
•
VEHICLE TRAFFIC OFFICER A� LAso
g SIGN OD PARAWEBBING "�+ • �I�r jJ�, O
• '`�• � j6 dJ '� TWINID_0898DA_13
28"CHANNELIZING 0--■ FLAGGER �>• •
DEVICE �/ +� r. �' p TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH 1
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ' It
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE e t - •
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1�
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. -- r •r Yt _
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. low
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 _
PLACE FOR CONTINUOUS DAYS. • - _ _
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - T{ h-�T7, •`- -
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 04
SIGNS. _
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �]�, l -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1 , • __ 'a
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ - r _ -•- Ohl. _
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �1 r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r -
1
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. r -
40 M.P.H. OR LESS: L=WS2 /60 + 1
40 M.PH. OR MORE: L=WS . 4 I •
L=TAPER LIENGTH(FT) aA
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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<I 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 E04G OF E09
of 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED -
\= OF TRAFFIC 0 WARNING SIGNS ..
WORK TRUCK
ARROW PANEL
f
® (FLASHING ARROW) - -- --Raw
SHADOW UNIFORMED _-
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING • 0--rh9ion * '
awoe T W I N I D_0898DA_13
DEEVICEVICE 28"CH ZING FLAGGER TWIN FALLS,ID
~�
e
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • �{��
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ti
►.
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ~-•r� >�'
FIELD CONDITIONS,ETC... �- 11
ILL
LL
ALL DEVICES CONFORM TO CURRENT MUTCD. , -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. _
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • ,
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
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 '• l�� `,, ��
RESTRICTION TO THE FIRST SIGN. ti • - Y
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 1 '• _'
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES � m
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE y D
OF THE MIDBLOCK CROSSWALK (A
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _
m n
TAPER LENGTHS CALCULATED BY FORMULA m y
FROM IMUTCD TABLE 6H-4. v
40 M.P.H. OR LESS: L=WS2 /60 • r f
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04H OF E09
of 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmu•...ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS �` �. •
ARROW PANEL '
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMEDFm l ,
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING - +
� TWINID 0898DA 13
28 CHANNEL DEVICE(ZING �■ FLAGGER TWIN FALLS,ID
•
�f 41V / + ( MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •� + .t - ��• _ KID
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. 77
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
CONTINUOUSPLACE FOR
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
s •
BE LIMTED 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. '� �' •�..��. ��
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 U3SO"10 COLLECTOR ROADS. - •' / „`
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF )I1dM341S
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 , 43SO-I� - •
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 11 '
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). _ N1bM3QIS
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 1 J
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , LLI
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ,OF THE MIDBLOCK CROSSWALK W 0}
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ti• o V
TAPER LENGTHS CALCULATED BY FORMULA }•
FROM IMUTCD TABLE 6H-4. 35
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E041 OF E09
of 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_13
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL ADDISON AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW aQ UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN ==C=M PARAWEBBING r �''�
♦ • r if TWINID_0898DA_13
DEEVICEVICE ~V
28"CH ZING FLAGGER ♦1.► �f TWIN FALLS,ID
t'] MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. -
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _FOR ALL SPEEDS. 1 '' _ - - - •1r-
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES -_
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL s -
FIELD CONDITIONS,ETC... _ w
ALL DEVICES CONFORM TO CURRENT MUTCD. - �ti- �. '1A '• -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
1
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 - _ _ _ - %ftll
PLACE FOR CONTINUOUS DAYS
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1- +
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN `
PLACE FOR CONTINUOUS DAYS. _
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -
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. 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 '�-
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �O
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. (7
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE O •
OF THE MIDBLOCK CROSSWALK I �� •
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
V � ♦
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. _.000-12
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 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 SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/29/23 INITIAL SUBMISSION NV
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
uI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<I 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 E04J OF E09
of 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 1 730, 700' 350' 233' 770' 385' 257 1 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898DA_13
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)�tiOM A. I FtJAD WORD TWINID 0898DA 13
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
TIL50N
Cl)
(optional) On a Mission
p T- (207)591-6427 F- (207)772-3427
N ro
} 04F tAME Irocn ont�n.c«m
z ROAD REVISIONS
o (optional;, DATE DESCRIPTION INITIAL
0 io-9 0 ON �1 I C 09/29/23 INITIAL SUBMISSION NV
ON3 T 7♦ 46IL
+ AID
icptlor.all
oI ioptional)
v SCALE
ml SIZE B SHEET: NTS
a ROAD
WORK SIZE D SHEET: NTS
co
co AHEAD SHEET E05 OF E09
0
Z [FILE NAME:TDS TWINID 0898DA 13
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
Figure 6H-31. Lane Closures on a Street with Uneven 811 or 800-342-1585
Directional Volumes (TA-31)
TWINID-0898DA_13
OV3HV TWIN FALLS,ID
MOM
avail T MATERIAL DESCRIPTION QTY ACTUAL
�T
A
L
® I
t.c.ci
(optional l
Buffer space
I opti anal)
-T
N
N
- N I :.
N ,;r
Temporary solid
while lane line
N
N i
N
NBuffer space
N (optional
� N 112 L
`S=speed in mph
L50 �.
a M;..
Cl)
Cp T: (207) 591-6427 F: (207) 772-3427
N
� � info®tilsontech.com
z An REVISIONS
0 '*� DATE DESCRIPTION INITIAL
09/29/23 INITIAL SUBMISSION NV
Nate: Sea Tablas 6H-2 and
6H-3 for the moaning l
of the symbols andlorCL RQxO
U
letter codes used in i WORK
o this figure. - - lIHEA� SCALE
U
Typical Application 31 SIZE B SHEET: NTS
aI
o SIZE D SHEET: NTS
00
00 SHEET E06 OF E09
0
Z FILE NAME:TDS TWINID 0898DA 13
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a M1,1Iti-Lane. 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898DA 13
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
AZJ;M
C
Z
1 LI►U
1W AOAD NOR[
ill 1
L1 .
/~ t Temporary white
Buffer space edge Ilne
(optional)
r
1!2 L MIN. ---
I
r Y® < >
l
Temporary 112 L MIN.
yellow lines
xx
Ll
112 L MIN. (optional,
I� t ® �
T I L S 0 N
v / On a Mission
N /JJ MAN, T: (207)591-6427 F: (207)772-3427
I AMI InPoOttlaontech.com
Shoulder tape,
isee Note 21 t REVISIONS
0 DATE DESCRIPTION INITIAL
09/29/23 INITIAL SUBMISSION NV
0
i
tar
° CLOW
Note- See Tables 6H-2 and 814-3IL
n
for the meaNK of die
symbols and+or letter t t naA� SCALE
wartK
�I Codes used in this fi-gure, AHEAD SIZE B SHEET: NTS
^I
a SIZE D SHEET: NTS
co
co
Typical Application .32 SHEET E070FE09
0
Z FILE NAME:TDS TWINID 0898DA 13
WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 61-1-32. Half Road Closure on a M1,1Iti-Lane. 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898DA 13
TWIN FALLS,ID
11J;;M MATERIAL DESCRIPTION QTY ACTUAL
�
C
Z
1 LI►U
1W AOAD NOR[
ill 1
L1 .
/~ t Temporary white
Buffer space ;; edge Ilne
(optional)
r
1!2 L MIN. ---
I
r Y® < >
l
Temporary 112 L MIN.
yellow lines
xx
Ll
112 L MIN. (optional,
MtlOM 090H �
OM1 T TILSON
v / On a Mission
N /J! T: (207)591-6427 F: (207)772-3427
I AMI InPoOttlaontech.com
Shoulder tape,
isee Note 21 t REVISIONS
0 DATE DESCRIPTION INITIAL
09/29/23 INITIAL SUBMISSION NV
0
i
tar
° CLOW
Note- See Tables 61-11-2 and 814-3IL
n
for the meanirrp of die
symbols and+or letter t t naA� SCALE
wartK
�I Codes used in this fi-gure, AHEAD SIZE B SHEET: NTS
^I
a SIZE D SHEET: NTS
co
co
Typical Application .32 SHEET E080FE09
0
Z FILE NAME:TDS TWINID 0898DA 13
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 6H-29. Crosswalk Closures and Pedestrian Detours (TA-29)
r,optian::i
c->t -0 z �c
t TWINID 0898DA 13
N N 0110 TWIN FALLS,ID
N
n WO p MATERIAL DESCRIPTION QTY ACTUAL
_ Z O V
� l
a
T �c
Temporary
u
marking for
crosswalk linos
(cross-hatching
—}. optional)
1
= O O
rn - v
J W
K „
i O
y �
� u
O
SIDEWALK
i = CLOSED
S19EMALK CLOSED
i Ago
:BOSS HERE '
Note: For long-term stationary T I L S O N
v -= work.the double yellow on a Mission
04 cantor line arxdor T: (207)591-6427 F: (207)772-3427
N lane Ilnas should be inrootnaontech.00m
removed between the
z ROAD crosswalk lines. REVISIONS
o NORK DATE DESCRIPTION INITIAL
AHEAD Sea Tables 6H-2 and 61-1-3
09/29/23 INITIAL SUBMISSION NV
o for ms moaning of the
symbols ancVor letter
codes used in this figure.
a
U
�I Ical A Ilcatlon 29 SCALE
T
YP pP SIZE B SHEET: NTS
^I
a SIZE D SHEET: NTS
co
co SHEET E09 OF E09
0
Z [FILE NAME:TDS TWINID 0898DA 13