HomeMy WebLinkAboutTWINID_0898GA_02_TCP_REV2 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 02
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® DMLVW-
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN MADRONA STREET COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. FALLS AVEUNE ARTERIAL
FILER AVENUE COLLECTOR
TWIN I D_0898GA_02
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
ARTERIAL ROADS
PROPOSED CONDUIT ICOLLECTOR ROADS
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Julie LnE :° z
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C
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7� I I Ilt:f U
-
I Sun Meadow Dr
• °n z o u
a D, a Rancho Vl.ta' c gUncre310
s-4 I Park m Stadium Blvd
Jagc.n' Stadium B)vd 6
= 0 o y Woodlan r hbrnign
JF d C Q to y ; 94 Hllh Pa 13 Sun
Fark
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,I r_ • • rt F i a c O 0 ? 4-6 Dr in Sundanr.eri
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k
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z unri T 1 5 O. • 4, ye p m Q O
Ln,� Park n w ? Goa �p41 Or -C Longh w Di
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u Heybur Ave E 0 C �00A r Gir T. (207) 591-6427 F: (207) 772-3427
I g N Hillcrc;i x v's pw Carr age ay infoOtilsontech.com
G !. Ito a Whrsp•/tog Pine Dr
o m REVISIONS
- ' Shoup Ave E a DATE DESCRIPTION INITIAL
12/30/22 INITIAL SUBMISSION RNC
ireau of Land Management,Esn,HERE,Garmin,GeoTochnologies,Inc.,NGA,L)SGS rfD 08/01/23 REV I PF
I I 09/20/23 REV 2 AVJ
I
SCALE
SIZE B SHEET: NTS— —
SIZE D SHEET: NTS
SHEET E02 OF E09
FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® D_ siG_ un_�_.�_
Calf M/�.e.'W D.Yr
TYPE II SIGN W/HIGH LEVEL FALLS AVENUE,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) ,
�w
SHADOW UNIFORMED +_Fm
y
VEHICLE TRAFFIC OFFICER 6
g SIGN OD PARAWEBBING
TWIN I D_0898GA_02
28"CH ZING FLAGGER d �� .r TWIN FALLS,ID
DEVICEEVICE
�r� Y ; MATERIAL DESCRIPTION OTY ACTUAL
NOTES: ids ��• .{w I- y 0
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ke, _ ry Qr Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR .. 1•�` 1 / J O W
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L + H 7 =
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION f
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
.. +� �f,j_i
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 4• ! _ fit , • ti • '
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. ,.1 IF
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD > C • D 0
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES =O 2 r- r
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �• m r- 0
D � � Dmr [) f
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 0 •� Z 41 r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 1T1 _ '��•,•
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. UTILITY -�M
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE '
OF THE MIDBLOCK CROSSWALK WORK �t•rti4 ;�
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - ., AHEAD
TAPER LENGTHS CALCULATED BY FORMULA00
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 , ` '`-' �' .: �t I. �.
40 M.PH. OR MORE: L=WS ,�Pt :-Z :t• ,K,.�. ti. ,� `><
L=TAPER L1=NGTH(FT)
♦sue •r 4
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT •S
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNG
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
35 L =WS2 ---- ---- ----
60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
<_35 MPH 100 100 100
40 -- -- ----
45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 1 233' 1 770' 385' 257 840' 420' 280' I I I I FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® D_ siG_ un_�_.�_
TYPE II SIGN W/HIGH LEVEL FALLS AVENUE,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL r
WORK TRUCK ®
�,■-�1111,,►p�� (FLASHING ARROW)
F�Y�IQ
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
t
g SIGN OD PARAWEBBING i
r Yr� J i TWINID_0898GA_02
28"CHANNELIZING — 1 {� tr_ - F
DEVICE FLAGGER 1 ! TWIN FALLS,ID
lie
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ,
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. w'
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Y '�
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH _ - ` •.7
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION y
AND ACCESS RADII.
NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - -
FOR ALL SPEEDS.
�1•
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ '•' • _ "1
FIELD CONDITIONS,ETC... •- ' ' I - !11 z 8 _
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. •N• �.-.� '
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL -- -- _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r •`'i
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 9
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). , 1 •,
Y
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES yi• ,�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE -
OF THE MIDBLOCK CROSSWALK
�-�4
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. • y.', , „
40 M.P.H. OR LESS: L=WS2 /60 J =�
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNG
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
35 L =WS2 ---- ---- ----
60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
<_35 MPH 100 100 100
40 --
45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 1 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DO -
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED ,Y
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL aV3FIV
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
2 TWINID_0898GA_02
8"CHANNELIZING
DEVICE FLAGGER TWIN FALLS,ID
• MATERIAL DESCRIPTION QTY ACTUAL
NOTES: 4p_
2
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 !y
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L *a
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE , k,
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. owl
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BIKE LANE
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CLOSED
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. 06
'NE
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 0
Txe �
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 3 Q
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.
RIGHT IAkE
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF CLOSED
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 San Larue Ave San Larue
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. y
♦ .,,,
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 urlLlry
WORK ,
L=TAPER LIENGTH(FT) AHEAo
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 LANE CLOSURE infoOtilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2 ---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257 840' 420' 280' I I I FILE NAME:TIINID 0898GA 02
LEGEND ADDRESS: ® o�UM
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) OY3HV
Fm SHADOW UNIFORMED >taoM
VEHICLE TRAFFIC OFFICER -
g SIGN OO PARAWEBBING _
28"CHANNELIZING TWINID_0898GA_02
.",mt��'
DEVICE ~ii 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
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Cp
=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"DIMENSIONNAP
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL i
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM CURRENT MUT
CONTRACTOR SHALL MAINTAIN
TAIN 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 r
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. BIKE LANE
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF CLOSEO
THE SAME ROAD.
MUST ALLOW I I'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. iz
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD RIGHT LAN
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES C 100EO �Q�O
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
P
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 1T
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 Granada D,
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA f
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) uTlLlTv
� WORK
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT AHEAD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2 ---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257 840' 420' 280' I I I INID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/L� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL 0000Otl3HtJ
(FLASHING ARROW) HaoM
SHADOW UNIFORMED Alnlln
VEHICLE TRAFFIC OFFICER CL
je
•`.
SIGN OD PARAWEBBING
TWINID_0898GA_02
28 CDEVICEIZING �■ FLAGGER t � � 1 - TWIN FALLS,ID
MATERIAL DESCRIPTION OTY ACTUAL
Noyes
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 CL
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE lb
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION , s
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...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE {
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME IJ681KE LANE
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ,
THE SAME ROAD. - CLOSED
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND swuee
COLLECTOR ROADS. 0
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 RIGHT LAN
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES CLOSED
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). All
100'
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �\
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL \\\\
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ,
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MI DBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t.
li*41
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60An
40 M.PH. OR MORE: L=WS UTILITY
L=TAPER LIENGTH(FT) HEAD ,
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 1 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 ---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <-35 MPH
45 360, 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 1 700' 1 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL OV3HV r
NNOM
WORK TRUCK (FLASHING ARROW) tilnlln 1
SHADOW UNIFORMED +
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
2 TWINID_0898GA_02
8"CHANNELIZING
DEVICE FLAGGER z TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: -I
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ll
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 ir
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 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:OOPMof
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. BIKE LANE asC
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CLOSED
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN za.uv�
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 1� _
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.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. RIGHT LANE
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND CLOSED
SIGNS.
1qp'
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �f
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 p
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES P
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ki
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
r'
40 M.PH. OR MORE: L=WS UTILITYJV
16
L=TAPER LIENGTH(FT) woRK
AHEAD
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
35 L =WS2 ---- ---- ----
60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
<_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 02
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: i
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. I� fti
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 OV 3 H V !
=S' W/60,S=SPEED,W=WIDTH NNOM
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AJ.IlI1f1
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - �=
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION i
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 'r
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r
THE SAME ROAD. �.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF t
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 UTILITY
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. LI} AHEAD
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK •
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 1
f
TAPER LENGTHS CALCULATED BY FORMULA i r
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS t i
L=TAPER LI=NGTH(FT) -y '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 SHOULDER CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 100 100 100 -- -- --
---- ---- ----
35 250' 204' 102'
60 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK
ARROW PANEL
® (FLASHING ARROW) AL1
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER .
g SIGN OD PARAWEBBING
r TWIN ID 0898GA 02
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 .DDI, •L
FOR ALL SPEEDS. 03so10 '"
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Ni/l 1RoIN
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL V -
FIELD CONDITIONS,ETC...ALL DEVICES 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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL apes ,
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM sews
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 03501D \
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 3N`dl 3)118
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.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND tiro y .0
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. , �•. �-A�
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 �s
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �• F
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 s
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
un>_Iry
L=TAPER LIENGTH(FT) WORK
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT AHEAD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 --- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS OV3HV
W ® ARROW PANEL
WORK TRUCK a�n
(FLASHING ARROW) Q.
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING -
TWIN ID 0898GA 02
28"CHANNELIZING FLAGGER "�' TWIN FALLS,ID
DEVICEpr~�
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 �y '
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. ,OOI
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 03SO10
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. 4
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -?f
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �l
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM S
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN eroy asi
PLACE FOR CONTINUOUS DAYS. aevws
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ❑3SO10L f
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ..
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 3NVl 3NIB I y -
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
f �
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
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 WORK
L=TAPER LIENGTH(FT) CLAHEAD
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
I LO\
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2
60 100 100 100 -- -- --
---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 1 133' 89' 293' 1 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257 840' 420' 280' 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FILER AVE E &;fw&•ro ar
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER y'1�I
SIGN OD PARAWEBBING t �i � a`
`~
r n►�. J t TWINID_0898GA_02
28"CHANNELIZING
DEVICE ~ii L FAGGER Qd3Hb TWIN FALLS,ID
Ir
)IaQM MATERIAL DESCRIPTION QTY ACTUAL
NOTES: i ti ►� A.Lnu i rT }
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. > ,� • t• + Y
FOR SHOULDER CLOSURES WHERE W< 10', 45 VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDSS,_45:L=W5,SPEEDS<45:L {{��,,� �•���y _ +,• -J O W •
=S' W/60,S=SPEED,W=WIDTH ,.a�/"f'.r • Ap
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �r /� • ' - a �{
AND ACCESS RADII. •' ti•. k
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ~y a } r r :� •�
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • } ;t !• �.: . ' • - f f�IF
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES +• p �•, j \� �y; '
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL J' �' •�� r �• • '
FIELD CONDITIONS,ETC.. `!' '. ' - / �! {n
ALL DEVICES CONFORM TO CURRENT MUTCD. : Y �•,�-
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE + �• -�• -_1 l - _ - '
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 Filer Ave E Filer
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '1'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 _ _ - �u--•.-:•
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Y -
COLLECTOR ROADS. 'V • .:�}
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 SECONDt•f.
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). = C
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR m 0 _�
RELOCATED,TEM �PORARY FACILITIES SHALL BE DETECTABLE AND SHALL D
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 0 X , V�IL� •,'� -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. "• '
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE WAR O +,•
OF THE MIDBLOCK CROSSWALK II G
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. PN�P r,
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. � _ 4 r
40 M.P.H. OR LESS: L=WS2 /60 'f*' •.�, �' i, 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 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 LANE CLOSURE infoOtilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 --- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 1 240' SHEET E031 OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 1 280' FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FILER AVE E &;fw&;ro ar
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
@iu ®WORK TRUCK ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING _ -28"CH TWINID_0898GA_02
0V3Hb'
'�`• ��� )bOM TWIN FALLS,ID
DEVICE
ZING ~ii FLAGGER �, '� �� � ,
ok1nun 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. Q' Q
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Q z:
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 OF THE"A"DIMENSION � H 9 = .,
FOR ALL SPEEDS. I _ y .� •� � ?
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES X��, �!� .
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL r
FIELD CONDITIONSVi
,ETC... y
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �, • ' ,
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ' r
CONSTRUCTION CAN BEGIN. r f �� �• t
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - , �•. _ - r
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. 19, -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ _
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - _
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - - -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - -_
COLLECTOR ROADS. • • - r�.�� --:�". -- ��i j.4
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 '�• V� '' �`I
SIGNS. -� >r„ • r
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • rA
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). } Y -
.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 -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. rT1
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 �.'t+ ems►. ,
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS ' �r 9 ,.� ,• .�, _� '; ;
L=TAPER LIENGTH(FT) ot t
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ,
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 LANE CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNc
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2 ---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 1 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 1 385' 257' 840' 420' 280' 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE E &;fw .,.~
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED ,
\= OF TRAFFIC WARNING SIGNS y►Y
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) 1 1
Fm SHADOW UNIFORMED t. { �•
VEHICLE TRAFFIC OFFICER -
g SIGN OO PARAWEBBING ' ti` 4, TWINID_0898GA_02
28 C EVICEIZING �■ FLAGGER f ter w +� ! 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. a _
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 1�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 a
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM y• (.
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 - 0 4 - f
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 0 C 4
THE SAME ROAD. G C.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Qy (�
COLLECTOR ROADS.
I�
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF R1 0 t � ,
RESTRICTION TO THE FIRST SIGN. 0 ' �.44
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND M m
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 ` ,, 'r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ _ r•
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURESi + 'a'�I•
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE IJ.
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 '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com
L %2L % L L % L % L L 12L %3L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2 --- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE E &;fw&c..
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL �b
® (FLASHING ARROW)
SHADOW UNIFORMED y+ ,�. s
Fm VEHICLE TRAFFIC OFFICER
•
g SIGN OD PARAWEBBING
TWIN I D_0898GA_02
28"CHANNELIZING �■
DEVICE FLAGGER • • TWIN FALLS,ID
• r r �, 4 , MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=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 +o
AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ML Zr' _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. �+
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ��i.�,,s• w
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • _
FIELD CONDITIONS,ETC.. +.t." +• .. _
ALL DEVICES CONFORM TO CURRENT MUTCD. , iJ • • y
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 1 • -
COLLECTOR ROADS. • .
_Y T
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. r.
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 CI 0 o ear 2`
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �, m 1
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL O 1
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m D
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r
OF THE MIDBLOCK CROSSWALK}
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
• • 1
TAPER LENGTHS CALCULATED BY FORMULA •-.-�. _ - 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 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNc
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2 ---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' <_35 MPH 147' 98' 320' 160' 107' -- -- --
45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 1 385' 257' 840' 420' 280' 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FALLS AVE E &f &;
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) ■ 4
SHADOW UNIFORMED •. "'�A�� L ' � f
Fm VEHICLE TRAFFIC OFFICER 7M r iM1 1 '
g SIGN OD PARAWEBBING r
i y� TWIN I D_0898GA_02
28"CHANNELIZING FLAGGER t �.
DEVICE ~� M+ TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: +_,- y l r ♦•
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. *� 4
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR R •R IR ' _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �e - y• - -�..rr-�+•e -t -
=S' W/60,S=SPEED,W=WIDTH - •' - -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • `'
AND ACCESS RADII. �►•
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - — s K I1`
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION t 7 - - _ - _
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. Ai
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 T L ' �� - �~ M� ��•
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL r
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I �, • !
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 ' Q ^
alt
THE SAME ROAD. .♦
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND '} ^
COLLECTOR ROADS. •�� Q3S�1J W - `, J'
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •_ (� ��bfM3aIS
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. N Y
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD m y J (n
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 0 r Q Q
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 Vr� h i
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. !`•. ;r `� -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE j ti' ,•r j' •�
OF THE MIDBLOCK CROSSWALK 1i��f: ♦' '
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - �ti, • ( ( R r
TAPER LENGTHS CALCULATED BY FORMULAF'-
FROM IMUTCD TABLE 6H-4.
�.-
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT) ••
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 L L 12L %3L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 100 100 100 -- -- --
---- ---- ----
35 250' 204' 102'
60 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: oWIfle_
TYPE II W SIGN W/HIGH LEVEL MADRONA STREET,
BARRICADE WARNING DEVICE
PERMANENT TWIN FALLS, ID Dig Line,Inc.
WORK ZONE
MARKING 0 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) -+' • "�; �_ ;;
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN PARAWEBBING
TWINID_0898GA_02
28"CHANNELIZING �■ FLAGGER f_•• +'' r*
•' ��. TWIN FALLS,ID
DEVICE
a MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 1S
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. Ot.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �•
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • r
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 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. - ti
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. 1 '�•
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r l �-� •f'
THE SAME ROAD. o -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND w d
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 (�• 'M,�I(, �'�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). v
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR C _
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 • o
OF THE MIDBLOCK CROSSWALK m� _ �_ �• L� 4
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA -;�'; ,tA ,
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 _
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT •
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
L % L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVL
L =WS2 -- -
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' ?40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 1 330' 220' 720' 360' 240' SHEET E04C OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME: 0898GA 02
LEGEND ADDRESS: ® o�UM
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/= DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS
W ® ARROW PANEL Blvd Stadium Blvd Stadium Blvd Stadium Blvd Stadium Blvd
WORK TRUCK
(FLASHING ARROW)
SHADOW UNIFORMED —Fm
VEHICLE TRAFFIC OFFICER 1
g SIGN OD PARAWEBBINGirl aaaHss°� f� Q' o
aasoTa>tTvnn3als TWIN I D_0898GA_02
28"CHANNELIZING FLAGGER ;� TWIN FALLS,ID
DEVICE ~� .F
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
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 " r
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS 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 CL
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 1'
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
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 o
40 M.PH. OR MORE: L=WS a W
L=TAPER LIENGTH(FT) N"
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 100 100 100 -- -- --
---- ---- ----
35 250' 204' 102'
60 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® o�UM
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, r�,1�iw�ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED --
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
e
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER ♦t
g SIGN OD PARAWEBBING
TWINID 0898GA 02
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 k:
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... '•3 �'
ALL DEVICES CONFORM TO CURRENT MUTCD. � 1�
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
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. �'.•tl�,
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND CL
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF in
RESTRICTION TO THE FIRST SIGN. .
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. SIDEWALK CLOSED
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES CROS
ENCOUNTERED BY 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
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Filer Ave E Filer Ave W c
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 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 --- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 1 240' SHEET E04E OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 1 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® mune.
TYPE II SIGN W/HIGH LEVEL MADRONA STREET,
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 PANELAL
(FLASHING ARROW) �Yi � '
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER G
g SIGN OD PARAWEBBING
�• ;� TWINID_0898GA_02
28"CHANNELIZING FLAGGER ♦
DEVICE , TWIN FALLS,ID
~� ram- It --,171 0) 4A
J
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: a3SOl0 FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. AlVM34IS -
FORSHOULDER CLOSURES WHERE W< 10',USE 4 VALUE FOR W=10'OR CAL 1 •(;I
CALCULATE"L"USING FORMULA,FOR SPEEDS> 5_4 :L=W5,SPEEDS<45:L y,
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • •i m
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. [ [ I _. .•-••
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL I •74, ��
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 4
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 T -.
PLACE FOR CONTINUOUS DAYS. ` 'Y •'�
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 A L 'y -
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF '� " J t'�'•
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 - -�; � - ,�i •!
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES It "
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ J.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ M �.' ��, ••� i
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. Y.•••� , +•� �'
TAPER LENGTHS CALCULATED BY FORMULA - •.
FROM IMUTCD TABLE 6H-4. N. r�
. .,
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS LROSS RERE
L=TAPER LIENGTH(FT) 'r ReFAme-E Filer Ave E Filer Ave W- Filer Ave E
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT it
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 .k
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED 1 SIDEWALK CLOSURE info®tilsontech.com
L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 --- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 1 240' SHEET E04F OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: oWIfle_
TYPE II W SIGN W/HIGH LEVEL MADRONA STREET,
BARRICADE WARNING DEVICE
PERMANENT TWIN FALLS, ID Dig Line,Inc.
WORK ZONE
MARKING 0 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) r
SHADOW UNIFORMED S 1 !
VEHICLE TRAFFIC OFFICER G l 1 f
g SIGN PARAWEBBING �• ! TWINID_0898GA_02
28 C DEVICE(ZING 0--■ FLAGGER t r !' TWIN FALLS,ID
r.41 MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
03SO10 K'I FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE 4 VALUE FOR W=10'OR
CAL "L" _.
CALCULATE USING FORMULA,FOR SPEEDS> 5_45:L=W5,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH x c r ~
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • m �'
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE vs.
'r,`'•�"
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _
FOR ALL SPEEDS. ^ ,
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES I I I I ( _. "•"
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ♦ •�� �3��•.
FIELD CONDITIONS,ETC... • '4 ! (♦ I_ _
ALL DEVICES CONFORM TO CURRENT MUTCD. • . L.• i<•'
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 - 'v r-
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •N i�
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �•^ - h��>
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
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 �„� `� • j
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 ff ffU _ t-
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR C. �'•" �- - `
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL r �•
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES {_ 4�y ��• F� �
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK r- '•
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. + r�
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS DHO35NERE Y
L=TAPER LI=NGTH(FT) -
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
L % L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVL
L =WS2 -- -
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04G OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME: 0898GA 02
LEGEND ADDRESS: ® DiG"-Ine_
TYPE II SIGN W/HIGH LEVEL
BARRICADE WARNING DEVICE FILER AVE E
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL ?
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER4J �' ►�
g SIGN 1111=1=31111111 PARAWEBBING
pl j TWINID 0898GA 02
28"CHANNELIZIN ~� FLAGGER .,y TWIN FALLS ID
DEVICE
N • y MATERIAL DESCRIPTION QTY ACTUAL
NOTES: n m
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Q D
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 Ul
=S�W/60,S-SPEED,W=WIDTH = • r m r
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. .� - - < '� r `•� ' '• y
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE m m v r m r - �►t _� f '~
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEED$. ► /1 ` •1
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �_ '
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... s'•.t 7l• yI{ �•
ALL DEVICES CONFORM TO CURRENT MUTCD. / '2..•p�;
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. _ - -
MI
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '_ 271
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 Filer Ave W
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. CL
_ h1�M!► f !K. `•• .
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,
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 i '
OF THE MIDBLOCK CROSSWALK C
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - ]7l ••
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. •^:-ti
40 M.P.H. OR LESS: L=WS2 /60 ':.• - ~��
40 M.PH. OR MORE: L=WS fAj-
L=TAPER LIENGTH(FT) MINIM
��, ' �1t,��I`i t• L 1 �1"y
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED SIDEWALK CLOSURE infoOtileontech.com
L %2 L V3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV 1 PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — --
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH ---- —
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >:40 MPH SIZE B SHEET: NITS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04H OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 1 233' 770' 385' 1 257' 840' 420' 280' FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FILER AVE E &;fw&;ro ar
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS h j
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMEDFm ,��' ' •�-�•r _
VEHICLE TRAFFIC OFFICER � � •• •' `
g SIGN OD PARAWEBBING '• r
TWIN I D_0898GA_02
28"CHANNELIZING FLAGGER * TWIN FALLS,ID
DEVICE ~� w ��
Id
In
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. CIL
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR N Y
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH Q m I
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. m D W Q
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE SIDEWALK 0 r ~ J
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION SIDEWALK V
FOR ALL SPEEDS. CLOSED -- �{' • L`L�.S`EDsommommosow
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - • ;hr } -y�' •r�-
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ,• • w
FIELD CONDITIONS,ETC
ALL DEVICES CONFORM TO CURRENT MUTCD. y ',< < _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r ♦ _ ' ~ r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. CL
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 �_ ler Ave E Filer Ave W AveFiler Ave E Filer Ave W Filer Ave E
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Filer
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - +
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. .♦
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND — _ ti '•� R - • . ._ \ - -1•�.-►l
COLLECTOR ROADS. �• •�.M.'}' .;h�w1Ry.�.,,•.•� ,
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 'r• : t, •! -S(`yy
RESTRICTION TO THE FIRST SIGN. {j+, ,�• .-, }ff+ F,i ,
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �' 7
SIGNS. `f!-• ~ h / y�� • •.1
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD I ' t �. �� I ;�•,r
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r
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 •� ' I' -•�
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES y R
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r�
OF THE MIDBLOCK CROSSWALK , y
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. A
40 M.P.H. OR LESS: L=WS2 /60 �X�' .1.-w. -
40 M.PH. OR MORE: L=WS 5m L
L=TAPER LIENGTH(FT) ,
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 L L 12L %3L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNC
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/20/23 REV 2 AVJ
L =WS2 100 100 100 -- -- --
---- ---- ----
35 250' 204' 102'
60 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E041 OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 02
LEGEND ADDRESS: ® DOUffl-
TYPE II SIGN W/HIGH LEVEL FILER AVE E &f &;ro ap
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED .
\= OF TRAFFIC WARNING SIGNS '
ARROW PANEL
WORK TRUCK ® FLASHING ARROW 11,
SHADOW UNIFORMED E i i �"';'a,'► �',
VEHICLE TRAFFIC OFFICER �-
g SIGN OO PARAWEBBING "
t M�
1' '- TWINID_0898GA_02
28"CHANNELIZING �■ FLAGGER • ;K TWIN FALLS,ID
DEVICE
W MATERIAL DESCRIPTION QTY ACTUAL
NOTES: Y 0 lY
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. J Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Q Lu _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L (n
=S' W/60,S=SPEED,W=WIDTH W O J y
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Q
AND ACCESS RADII. a V M� W L)WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
wo
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ - _ M
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.
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 wad. — •„
COLLECTOR ROADS. ,1 -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _ .�• ,_-
RESTRICTION TO THE FIRST SIGN. - •e
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 , f ,
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 1 •��• t i�
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK - �'•, .► 1 •= _
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. Ir
40 M.P.H. OR LESS: L=WS2 /60 -
40 M.PH. OR MORE: L=WS n
L=TAPER LIENGTH(FT) ~' `�� •, i
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/30/22 INITIAL SUBMISSION RNc
ROAD TYPE 08/01/23 REV I PF
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/20/23 REV 2 AVJ
L =WS2 ---- ---- ----
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 100 100 100
40 305' 267' 133' 89' 293' 1 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS
55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04J OF E09
65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 1 770' 1 385' 257' 840' 420' 280' 1 FILE NAME:TWINID 0898GA 02
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-11. Lane Closure on a Two-Lane Road
with Low Traffic Volumes (TA-11)
OV3N>r` — T
)tbOM A. I END TWINID 0898GA 02
FORD WORK
OYON TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
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FILE NAME:TWINID 0898GA 02
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Typical Application 31 SIZE B SHEET: NTS
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SHEET E06 OF E09
FILE NAME:TWINID 0898GA 02
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12/30/22 INITIAL SUBMISSION RNC
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CLOSLL 09/20/23 REV 2 AVJ
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Typical Application 32 SIZE DSHEET: NTS
SHEET E07 OF E09
FILE NAME:TWINID 0898GA 02
WORK ON PARKING LANE ® DIG
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12/30/22 INITIAL SUBMISSION RNC
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CLOSLL 09/20/23 REV 2 AVJ
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Codes used in this fi-gure. w1E40 SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E08 OF E09
FILE NAME:TWINID 0898GA 02
SIDEWALK CLOSURE ® DIG
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811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
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N(?�K DATE DESCRIPTION INITIAL
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to the meaning of the 09/20/23 REV AVJ
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SCALE
Typical Application 29 SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E09 OF E09
FILE NAME:TWINID 0898GA 02