HomeMy WebLinkAboutTWINID_0898HA_10_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898HA 10
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 N 3100 E COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. E 3900 IN RD COLLECTOR
TWINID 0898HA 10
TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
ARTERIAL ROADS
PROPOSED CONDUIT ICOLLECTOR ROADS
L
- - — — — — — — — — —
-�
-
Heyburn Ave E
Hill crest Dr-
Or
L
t 11�
- Sur1ri se ,die.
C`r I r
Q I - - l � •
I Ave E
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M co �iar I
- I TILSON
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_ On a Mission
ZO — I ` T. (207) 591-6427 F. (207) 772-3427
C I f I InfoOtlleontech.com
C I "'+ I —� REVISIONS
,� + >R1 I • DATE DESCRIPTION INITIAL
3/24/23 INITIAL SUBMISSION KNC
I
a
�+ SCALE
r I SIZE B SHEET: NITS
= I i SIZE D SHEET: NTS
Co SHEET E02 OF E09
LL Z
3 FILE NAME:TDS_TWINID_o898HA_l0
LEGEND ADDRESS: ® pmune.
zJt
k,-a..:...,
TYPE II � SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 of 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW) p
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER CIV3HV
g SIGN OD PARAWEBBING nlnun i
TWINID_0898HA_10
28"CHANNELIZING
■_'-
DEVICE �■ FLAGGER `` ,• TWIN FALLS,ID
NOTES ' toFigUbw Dr Longbow Dr
MATERIAL DESCRIPTION QTY ACTUAL
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ~ s
=S' W/60,S=SPEED,W=WIDTH2_911 _ _
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ., 1 /•- _
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1
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
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. t-
�.
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 M CONTROL MUST
TED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC 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. ti
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. •v
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 *n�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). i
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE '•'
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �I' 5/1 •V
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
UTILITY
40 M.P.H. OR LESS: L=WS2 /60 WoRK
40 M.PH. OR MORE: L=WSEj°iD
L=TAPER LIENGTH(FT)
Q W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
m
CN
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
Cl) TIL50
BUFFER ZONE ' " �
o POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED LANE SHIFT
o POSTED SPEED L j2 Info®Hlsontecn.00m
L j j % Y2 L L L L L 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) 3/24/23 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 1 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
d1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 35001 SCALE
50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 1 200' >—40 MPH SIZE B SHEET: NTS
55 WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
0 65 645' 650' 325' 217' 715' 1 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_10
LEGEND ADDRESS: ® DiGune-
TYPE II SIGN W/HIGH LEVEL E 3900 N RD l
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADRMED
Fm VEHICLE O TRAFFIC OOFFICER
g SIGN OD PARAWEBBING
r TWINID 0898HA 10
28 CDEVICEIZING �■ FLAGGER Z Y C TWIN FALLS,ID
0
W J 00 W * MATERIAL DESCRIPTION QTY ACTUAL
NOTES: _ = f•. _ • T
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"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. ./;7
~WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ - �f• • ,_f
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION t
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 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 --- - - -- - - - �• J' Y'
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.
THE DIMENSION THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION
ICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ,'.'. • �'. '� « --
SIGNS. • r
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ; �' ?�+ � • ••
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �, 'r7 Z - T�„_r•
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). UTILITY �>+, _ , • ' "`-T'W"'-
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR WORK=O AHEAD :r, t . •' ����.^ , '�. 1i
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES D r ;t — 5'✓." `'_'
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. x
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. yR li• . �
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 `• t'
40 M.PH. OR MORE: L=WS •
L=TAPER LIENGTH(FT) elf
a W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T
M ■ IL50
BUFFER ZONE ' " �
o POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE
o POSTED SPEED L %2 Info®Hlsontecn.00m
L % % % %3 L L L L L V2 L 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) 3/24/23 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
01 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_10
LEGEND ADDRESS: ® DiGune-
TYPE II SIGN W/HIGH LEVEL E 3900 N RD l
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
@RD ®WORK TRUCK ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
pr
TWINID_0898HA_10
28"CHANNELIZING �■ FLAGGER TWIN FALLS,ID
DEVICE
r MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •„
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L loop 000
=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 f
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... 1
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE nE
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 Rd Addison Ave ' Addison Ave
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 t
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - ti
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 DRIVER APPROACHING A TTC ZONE). UTILITY
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • WORK
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D C
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. fTl r
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D w
OF THE MIDBLOCK CROSSWALK O �/
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ♦ 1
TAPER LENGTHS CALCULATED BY FORMULA - 1< -• 'Q. _
FROM (MUTCD TABLE 6H-4. j. 2►t �. I
40 M.P.H. OR LESS: L=WS2 /60 �,+��� 1 ••� (� ;�
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) Y '+`A. , , i{ f
a W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
• ... rG
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T
M ■ IL50
BUFFER ZONE ' " �
o POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE
o POSTED SPEED L %2 Info®Hlsontecn.00m
L % % % Y2 L L L L L 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) 3/24/23 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
01 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL E 3900 N RD -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED r
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
_ r
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER >✓
g SIGN oa PARAWEBBING
1 1 TWINID 0898HA 10
28"CHANNELIZIN
DEVICE FLAGGER • TWIN FALLS ID
~� ,'. 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-I W OR + , ♦ ,
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L _
=S�W/60,S-SPEED,W=WIDTH Z G - } Q - ♦ r
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION J W - ~ Y < f 1
AND ACCESS RADII. 0 W0 [1J
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE =J Z I— Z �,•�J, _
• �� •
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 0()d � M � Q
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 f1�
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN '
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1� -
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 }
COLLECTOR ROADS. Y 1'
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 FEATURES1
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. , �• .._ •�S� • •� '
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♦ • I �-—
TAPER LENGTHS CALCULATED BY FORMULA ° it t'+,�.lI//�, � ,• » � •" I -
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 pl
''�' J•
40 M.PH. OR MORE: L=WS t16% r
L=TAPER L1=NGTH FT F ` t �' �►• r
Qo W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
21 BUFFER ZONE
Z on a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED POSTED SPEED L %2 m
L 1 LANE MERGE infoOtilsontech.co
/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 3/24/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42'
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
CL 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 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
Co
60 570' 600, 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 1 385' 1 257' 1 840' 1 420' 280' FILE NAME:TDS_TWINID_0898HA_10
LEGEND ADDRESS: ® DiGune-
TYPE II SIGN W/HIGH LEVEL E 3900 N RD l
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL i
(FLASHING ARROW) t + i
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ' 1
TWINID_0898HA_10
28 CDEVICEIZING �■ FLAGGER , �IM i TWIN FALLS,ID
a 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 W
W
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
= W.
S' W/60,S=SPEED,W=WIDTH _J W ,
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r V 2
AND ACCESS RADII. , J M
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ? 0)
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Q
FOR ALL SPEEDS. :r O U
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES SIDEWALK
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL M y
FIELD CONDITIONS,ETC... CLOSED
ALL DEVICES CONFORM TO CURRENT MUTCD. -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
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 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 1*ft
THE SAME ROAD. I - -- ---'.y — ---- -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. Addison A 0 0 0 utilt.lLZ • a a n 0
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF #0;;7- - s�Q
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. - -- - I + • _ r '
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES � 1
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 • - v
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 ` • F -
OF THE MIDBLOCK CROSSWALK e F + • - '
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
7• •
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. '1 = " `
L •
40 M.P.H. OR LESS: L=WS2 /60 �� t� ���•�i; +t+
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
a W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT +. Nk
'
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T
M ■ IL50
BUFFER ZONE ' " �
o POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 Info®Hlsontecn.00m
L % % % %3 L L L L L V2 L 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) 3/24/23 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 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 35001 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
cc
cc I60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_10
LEGEND ADDRESS: ® DiGune-
TYPE II SIGN W/HIGH LEVEL E 3900 N RD l
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS �I
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
� TWINID_0898HA_10
28"CHANNELIZING FLAGGER n gn TWIN FALLS,ID
DEVICE ~� _ r v
R1 MATERIAL DESCRIPTION QTY ACTUAL
W.
NOTES: m D
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r-
SIDEWALK SIDEWALK
v
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR J•�
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L CLOSED CLOSED
=S' W/60,S=SPEED,W=WIDTH `
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION /!
AND ACCESS RADII. f I
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN , • Addison
Addison
, , , ' ' '
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. ca -
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 4ft - --
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES a
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. e _ c� •
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 3x "�' r.i. 1���•lY Lam- '�
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. -
� S
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS lei Ira
A
Q L=TAPER LI=NGTH(FT)
a W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
co
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T
M ■ IL50
BUFFER ZONE ' " �
o POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE
o POSTED SPEED L %2 Info®Hlsontecn.00m
L % % % %3 L L L L L V2 L 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) 3/24/23 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
Q L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q 60 <_35 MPH 100 100 100
d1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 35001 SCALE
50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 1 200' >—40 MPH SIZE B SHEET: NTS
55 WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09
0 65 645' 650' 325' 217' 715' 1 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_10
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL E 3900 N RD -a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED —
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL {
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER f
g SIGN oa PARAWEBBING "
TWINID 0898HA 10
28"CHANNELIZIN FLAGGER y TWIN FALLS ID
DEVICE ~2
m =
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: �+ D
• FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. UJ
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR y 7 r _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L m n _
=S�W/60,S-SPEED,W=WIDTH y
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION m
AND ACCESS RADII. m `
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE l7
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES i e
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... �y�
ALL DEVICES CONFORM TO CURRENT MUTCD. � 1 ,� ! - -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 1♦ ft
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 d
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
-S i.. •�.F-gal•+..f�_
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ,
COLLECTOR ROADS. _
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. �• - _
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES '
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). t -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR I �„
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - t
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 1
L=TAPER L1=NGTH(FT) `y
o W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT i; 1
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
BUFFER ZONE
Z on a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED SIDEWALK CLOSURE infoOtilsontech.com
o POSTED SPEED L L 1�
%2 /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 3/24/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42'
X ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
CL 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 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
co
60 570' 600, 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 1 385' 1 257' 1 840' 1 420' 280' 1 1 FILE NAME:TDS_TWINID_0898HA_10
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-11. Lane Closure on a Two-Lane Road
with Low Traffic Volumes (TA-11)�tiOM A. I FtJAD WORD TWINID 0898HA 10
0YON 1 TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
Twr
rflptional)
HdW
A A 'r B
OY3HY
avow
iNYI ENO 50 to 100 ft
(optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
50 to 100 M "'WILD
ELIE
We:Sea Tables 611-1-2 and 6H-3
for the meaning of the 15 ft
symbols andror letter ro
(codes used In this figure. ancowlwc
Q A TRAFFK
0
(optional)- J•
N (sae Section 38.16 '
0
TILSON
co
(optional)
AHEAD On a Mission
Z
T: (207)591-6427 F: (207)772-3427
} ONF IAMEo Irroocnaont�n.c«m
o ROAD REVISIONS
�
(optional,, DATE DESCRIPTION INITIAL
�1 I e, 3/24/23 INITIAL SUBMISSION RNC
*69 avoN T 7♦ 11/
ON3 46
a ' icpUor.all
I '
ioptional)
SCALE
o SIZE B SHEET: NTS
Q ROAD
= WORK SIZE D SHEET: NTS
oo
o AHEAD SHEET E05 OF E09
o
Z [FILE NAME:TDS TWINID 0898HA 10
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
Dig Line,Inc.
F I I.i U I N 6 H-' 1 . Lino C l u,, i w, r:I 1 1 -1 61,11(h U l 11 -v o l l 811 or 800-342-1585
C11tI_'C:tII_Ill,l '�ri_rlulll�;', +, Tal-:� I ;I
GYAH4 TWINID 0898HA 10
ra�K t TWIN FALLS,ID
t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L �
T
(oplionall - —
004
BL.fler sp�lc�
(opUanah
N
X 1
U4 ft
N
Temporary solid_
white lane line
Buffer space
(o plional)
Q
0
N '5=speed in mph N L
{1 TILSON
MI On a Mission
0 ` �I T: (207)591-6427 F: (207)772-3427
4S ft' InfoOttleontech.com
0
t <� REVISIONS
-�� Q DATE DESCRIPTION INITIAL
3/24/23 INITIAL SUBMISSION RNC
Note See Tables 6H-2 and
6H-31or the moaning As 1
a fi of the syntib�ols anWor - i I ROAD
al letter codes used in WORK
this figure.
�I AHEAD SCALE
Typical Application 31 SIZE B SHEET: NTS
^I
= SIZE D SHEET: NTS
oo
oo SHEET E06 OF E09
o
Z FILE NAME:TDS TWINID 0898HA 10
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
Hlgh-Speed Highway (TA-32)
TWINID 0898HA 10
TWIN FALLS,ID
<*11� I t f MATERIAL DESCRIPTION QTY ACTUAL
C
B t
bin r
or
B
or 1
T [�o
L
Temporary white
Buffer space alga Irn2
(optional)
1
1,,2 L MIN.
Temporary '
112LMIN < >
ye11ow l ?S y
AX
'4 IMPH
1!2 L MIN. I,opbonal
a
O
V111 1t
N I:MI •�
TILSON
coOn a Mission
Z
T: (207)591-6427 F: (207)772-3427
o
_,1 ��._�;•I �— r' InfoOtIsontech.com
11 rt
REVISIONS
o_
DATE DESCRIPTION INITIAL
11�'I 3/24/23 INITIAL SUBMISSION RNC
X •�Mt
a CLOSLC
Q Nola: Sea Tables 6H-2 and 614-3 'x"
al for the meaNK of the
symbols and+or letter t t ROAD
WORK
�I Codes used in this fi-gure. AHEAD SCALE
o SIZE B SHEET: NTS
_I
= SIZE D SHEET: NTS
Typical Appllcatlon 32
oo SHEET E07 OF E09
0
Z FILE NAME:TDS TWINID 0898HA 10
WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898HA 10
TWIN FALLS,ID
tf MATERIAL DESCRIPTION QTY ACTUAL
C
B t
bin r
or
B
T 1
T [�o
L
t �a — Temporary white
Buffer space adga Irn2
(optional)
1,,2 L MIN.
Temporary '
112LMIN
ye11o1w ll ?S yy y
_ - AX
1/2 L MIN. I,Gpbonal.
a
O
V111 1t
N I:MI •�
TILSON
coOn a Mission
Z
T: (207)591-6427 F: (207)772-3427
o
_,1 ��._�;•I �— r' InfoOtIsontech.com
11 rt
REVISIONS
o_
DATE DESCRIPTION INITIAL
11�'I 3/24/23 INITIAL SUBMISSION RNC
X •�Mt
a C 01"LE
Q Nola: Sea Tables 6H-2 and 614-3 'x
al for the meaNK of the
symbols and+or letter t t ROAD
WORK
�I Codes used in this fi-gure. AHEAD SCALE
o SIZE B SHEET: NTS
_I
= SIZE D SHEET: NTS
Typical Appllcatlon 32
oo SHEET E08 OF E09
0
Z FILE NAME:TDS TWINID 0898HA 10
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
` (optional)
T � -0 = W TWINID 0898HA 10
t J
40 O
C6 p9 y TWIN FALLS,ID
W y MATERIAL DESCRIPTION QTY ACTUAL
� a o �
5
a
r
UJ
or
n j
T x
=� o
Temporary
B marking for
crosswalk lines
(cross-hatching
optional)
_ C30
P 0
0 Q u x
J 1M
K
y �
n u
v
i SIDEWALK
CLOSED
i sgCNALK Gl4SLD � --
AHEAD
Q "K$$HERE
0
M
N
Note: Fcx long-term stationary T I L S O N
M work,the double yellow on a Mission
z
o center line anWor T: (207)591-6427 F: (207)772-3427
w
lane Ines should b6 Irroocnao�t�n.�«�
removed between the REVISIONS
ROAD crosswalk lines.
DATE DESCRIPTION INITIAL
NQfiK
AHEAD See Tables 6H-2 and 6H-3 3/24/23 INITIAL SUBMISSION RNC
X for the meaning of the
0 symbyois and+or letter
Q codas used in this figure.
I
U
�I SCALE
Typical Application 29 SIZE BSHEET: NTS
= SIZE D SHEET: NTS
oo
oo SHEET E09 OF E09
o
Z FILE NAME:TDS TWINID 0898HA 10