HomeMy WebLinkAboutTWINID_0898GA_02_TRANSPORT_SPOT_PERMIT_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME :
TWINID 0898GA 02 TRANSPORT SPOT PERMIT
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
.•
Dig Line,Inc.
STREET NAME ARTERIAL COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS.
�ID-0898GA-02—TRANSPCRT SPOT PE
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
.c� - ` �� _ •� 1 .ma's 't - _I -�'^ �_�_
i
a n
1
'u__ a ■• ` I Y = _-
c ; T �•
Aw
*49
`IF�P 1
I
TILSON
,
1 y—J 's • '�� P �, s■ • -- `i _ l 'v'.y' _ Tom= ■ ■
Ir
�,• AI _a
JV
SIZE B SHEET: NTS
-I / • �J
SHEET E02 OF E09
FILE NAME:TDS
• ,•.. ,
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL MADRONA ST N
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS r
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
ad3Flrr
SIGN OD PARAWEBBING >♦aonn
AJ.1�1in 1 � TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
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 1
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION -.�"•
FOR ALL SPEEDS. w ,Y
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 T -' •y. �
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF iL • 5
THE SAME ROAD. 7�
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND -
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD UTILITY
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES WORK
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). AHEAD
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL lb
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES a:
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK `I
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME ) - •'
TAPER LENGTHS CALCULATED BY FORMULA r+s
N FROM IMUTCD TABLE 6H-4.
0 40 M.P.H. OR LESS: L=WS2 /60 '%
i•
40 M.PH. OR MORE: L=WS
N L=TAPER LIENGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SHOULDER CLOSURE T. (207) 591-6427F: 772-3427
POSTED SPEED h.co
Q L j2 L j L L j L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
-' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W zJt
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED `
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL '
Aj
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING �, ��rr..i y
TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
28 CDEVICEIZING �■ FLAGGER r } Y 0 TWIN FALLS,ID
~ Q MATERIAL DESCRIPTION QTY ACTUAL
NOTES: 4F"f
O
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. }} r
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 Q V h
=S' W/60,S=SPEED,W=WIDTH n0014A
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION O IY1n _
AND ACCESS RADII. �lI1Il1 1 �
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 �I
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 71
• 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 Filer lAve E
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 4111111111111111
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN foo
PLACE FOR CONTINUOUS DAYS. q
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 '
THE SAME ROAD. _ •
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND • �� - '
COLLECTOR ROADS. - -r~ •
_ I �
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. 'y
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • _ _
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 4
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). _ UTILITY
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR \ * -- J WORK
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL AHEAD
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES `r D C C
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. .�' = C --I �I S
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE J m 0 r a{ F '
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
a TAPER LENGTHS CALCULATED BY FORMULA f
N FROM IMUTCD TABLE 6H-4. may.. .co
• • _
0 40 M.P.H. OR LESS: L=WS2 /60 '' y
40 M.PH. OR MORE: L=WS "
z L=TAPER LIENGTH(FT)
G W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SHOULDER CLOSURE T. (207) 591-6427F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
-' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
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_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W zJt ,•
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWI ID_0898GA 02 TRANSPORT SPOT PEI MIT
28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID
~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: - x
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'ORAP
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L I '
=S' W/60,S=SPEED,W=WIDTH a
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. ab'3H Y _ _
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE V O�■ • • + _! '�
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 1v /Y�
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - r"
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... - 'J •, +• '' . ♦ �- 4.
ALL DEVICES CONFORM TO CURRENT MUTCD. ZZ - +�• `` ri y '
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE {'rJ •I'+ '�' •i••+!r7r�7f1,•Z
CONSTRUCTION CAN BEGIN. { 1 - • -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL + AveFiler - + ���
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. 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 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 n y
RESTRICTION TO THE FIRST SIGN. • .N SO�•^D •`
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •1" S.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 m Q (�• '
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). n A +
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 1
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •t.
OF THE MIDBLOCK CROSSWALK -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �� +
M1
CD
TAPER LENGTHS CALCULATED BY FORMULAco • `,
N FROM IMUTCD TABLE 6H-4. 9► '�
0 40 M.P.H. OR LESS: L=WS2 /60 '= i
40 M.PH. OR MORE: L=WS i 1 ► `•4 ��
L=TAPER LIENGTH(FT) piw , �� I
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED LANE SHIFT
T. (207) 591-6427 F: (207) 772-3427
POSTED SPEED infoOtilsontech.com
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' I 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_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z���«•
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED •`
\= OF TRAFFIC 0 WARNING SIGNS ,
W ® ARROW PANEL
WORK TRUCK 4
(FLASHING ARROW)
SHADOW UNIFORMEDFm +
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING !
TWI ID_0898GA 02 TRANSPORT SPOT PEI MIT
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
1
1 MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •- } Y
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Q
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Y ,7 _J O W
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH ` r H• H =
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • •�7 L ', f,� ' _ Q
AND ACCESS RADII. ,t '�f
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �! r IL �• -
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 'r
FOR ALL SPEEDS. '• , �-�
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES j '{� ��• '
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... • . .•`i5 • • I
ALL DEVICES CONFORM TO CURRENT MUTCD. _ /�•_ �' ,�' I� r
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - • wf r ' '
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ) T' -
CONSTRUCTION CAN BEGIN. - `1• • �. •- -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,LMUST
BE SET UP AND
RE-3:OOPM • _ �,+(rY�� T 'r•� ry
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. �•� -. -r�� �'• a i J w�-. w r r p �•.r ..r.r•.-� _• Ir.�/
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND .•a/•/•re aMF -' - •-- - „ _, ti
COLLECTOR ROADS. ' ±of _ -
•
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. I -�• r • /�
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1-4 P r^� .,�, I `` �• �1}+ • ♦,� ' •�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES t / I. r .�, + ,} J' •�� ♦.
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ♦ D C �7I ./•�,
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • _
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • m O I— �� ,� 'v• t. - ((
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ D -r l ' ,, �j!'• - ` ,r!' _ /�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Q / -
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 ti►
CD TAPER LENGTHS CALCULATED BY FORMULAti
N FROM IMUTCD TABLE 6H-4.
0 40 M.P.H. OR LESS: L=WS2 /60
J1�
40 M.PH. OR MORE: L=WS .
z L=TAPER LIENGTH(FT) �:;•, •• . ,'
G W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT -,
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SHOULDER CLOSURE T. (207) 591-6427F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09
0 65 645' 650' 325' 217' 715' 358' 1 238' 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_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED —
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
w
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
Q TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
lb
28"CHANNELIZING �■ FLAGGER r O = TWIN FALLS,ID
DEVICE r�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. , l
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 �'� V
=S' W/60,S=SPEED,W=WIDTH }
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. :r WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. _
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ ,qw
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 y
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN a y
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. r
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
s ! —,
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 1
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 •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 ice- r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL y� -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES `
! T
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.
a
TAPER LENGTHS CALCULATED BY FORMULA m O FROM IMUTCD TABLE 6H-4. v � —
-�
0 40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
z L=TAPER LIENGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SHOULDER CLOSURE T. (207) 591-6427F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS ,
WORK TRUCK ® ARROW PANEL •� -
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING �' Y
J 0 Q TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
28"CHANNELIZING
DEVICE �■ FLAGGER _j O = TWIN FALLS,ID
� . �
Q 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. - I •w
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITES , ;_ ; �� f �•
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS 0 =r �� IF •
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL '• A ♦�
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. M a
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 A
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.
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 h• •I V U►�•
RESTRICTION TO THE FIRST SIGN. •�: i *' f
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD i� �• f
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1• ', � '
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
� � � Yid � -.�• `�
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - a �
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES C '•,�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. .
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE R1 O
OF THE MIDBLOCK CROSSWALK D r
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
CD TAPER LENGTHS CALCULATED BY FORMULA
N FROM IMUTCD TABLE 6H-4.
co
0 40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
r �
z L=TAPER LIENGTH(FT)
G W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SHOULDER CLOSURE T. (207) 591-6427F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 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_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL •
(FLASHING ARROW) •
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER — ` a 'r ♦,
g SIGN OD PARAWEBBING Y • -
* * J � Q ' TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
28"CHANNELIZING
TWIN FALLS,ID
DEVICE FLAGGER j Q , MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L a _
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION } - s r
AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. - 1
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES -« ��Arr — • '�+. ��
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 I _
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT INFiler Ave E - Filer -
}
PLACE FOR CONTINUOUS DAYS. _
ve E,' Filr Ave
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - f
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. I
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME • _ l
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 dqlbk
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). •� I '
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES L • 1 M
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Y q`
OF THE MIDBLOCK CROSSWALK m O � ��•- F
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
a FROM IMUTCD TABLE 6H-4. ~
0 40 M.P.H. OR LESS: L=WS2 /60 , �_ gr
40 M.PH. OR MORE: L=WStot
z L=TAPER LIENGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT -
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SHOULDER CLOSURE T. (207) 591-6427F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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' 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 E03F 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_0898GA_02
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHINGARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING , IL
s '' '�i TWI ID_0898GA 02 TRANSPORT_SPOT_PE MIT
DEEVICEVICE 28"CH ZING FLAGGER TWIN FALLS,ID
� �
a MATERIAL DESCRIPTION QTY ACTUAL
NOTES: 4
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
f
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH W
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Z Q
AND ACCESS RADII. _ J W Q Y 0
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE In iz Q
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30°6 OF THE"A"DIMENSION F'O 2 J Q W Or
ALL SPEEDS. � , ��Q ? `$a 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. � j '-♦ --
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 rfF: = • J T;BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -- C
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN I' I •' / - _
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. T '
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 •• ' ' -"`��'� --d
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �� �• � �'��'� V�
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r
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 m O r 1
OF THE MIDBLOCK CROSSWALK D /'
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT
CD TAPER LENGTHS CALCULATED BY FORMULA
r FROM IMUTCD TABLE 6H-4. t .r .
0 40 M.P.H. OR LESS: L=WS2 /60 -
40 M.PH. OR MORE: L=WS
N L=TAPER LIENGTH(FT)
z
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED LANE MERGE T. (207) 591-6427 F: (207) 772-3427
POSTED SPEED infoOtilsontech.com
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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' 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 E03G 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_0898GA_02
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE FILER AVE W
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS • ^ •
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED _ f ''i.
VEHICLE TRAFFIC OFFICER
r T
SIGN Oa PARAWEBBING � ' .r� •� H Y 1r1�'�
NNELIZIN + t Q TWI ID 0898GA 02 TRANSPORT SPOT PE MIT
28"CHA
FLAGGER ' , O = TWIN FALLS ID
DEVICE 5 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-I W OR •1
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH 1 f
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE --- -- - - _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... --.- - - - - - -^--- - -' - --�
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ■ •
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF — -'- �`Z • •
RESTRICTION TO THE FIRST SIGN. ••I
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. f fY/f'Y.' -T ♦ _
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -i��fa• �'/ ;
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ' •' ' `.ilt-' �y�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). (• • f , 1, y
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r ~r ■ 1•r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I A
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 5
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
N FROM IMUTCD TABLE 6H-4.co
❑ `'
0 40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS i
N L=TAPER LIENGTH(FT) •
o W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N
3 BUFFER ZONE On a Mission
x POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SHOULDER CLOSURE infoOtilsontech.com
a POSTED SPEED L L 1�
%2 /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
a_ SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION P
-' ROAD TYPE
° 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
�I L =WS2
35 250' 204' 1 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_02
LEGEND ADDRESS: ® DIGune.
zJt
TYPE II SIGN W/HIGH LEVEL MADRONA ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) 7Boulevard Stadium Boulevard Stadivm Boulevard Stadium Boulevard Stadium Boulevard Si
Fm SHADOW UNIFORMED i
VEHICLE TRAFFIC OFFICER
- ' t
SIGN OD PARAWEBBING as
aasoio TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
t.' • i.
28"CHANNELIZING 0--■ FLAGGER aTnnnaals _ j TWIN FALLS,ID
DEVICE ier 7T
aL
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ex
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. L
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). L
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.
d
CD TAPER LENGTHS CALCULATED BY FORMULA
N FROM IMUTCD TABLE 6H-4.
0 40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
z L=TAPER L1=NGTH(FT)
G W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SIDEWALK CLOSURE T. (207) 591-6427 F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 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_0898GA_02
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL MADRONA ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED e
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL fill'
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER �• ,,
g SIGN OD PARAWEBBING I f�
;Zz TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
28 C DEVICE TWIN�■ FLAGGER _' - TWIN FALLS,ID
J 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=W5,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. ��••
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... _
ALL DEVICES CONFORM TO CURRENT MUTCD. '
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. --� j r� •�'
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE �-
CONSTRUCTION CAN BEGIN. _ L
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. I
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - f
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 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. r.
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. �I
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. O3SOTD
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD NltlM301S
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.
a TAPER LENGTHS CALCULATED BY FORMULA
N FROM IMUTCD TABLE 6H-4. � 03
0 40 M.P.H. OR LESS: L=WS2 /60 -
40 M.PH. OR MORE: L=WS A
N L=TAPER LIENGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SIDEWALK CLOSURE T. (207) 591-6427 F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
1�150 425' 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 E04A 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_0898GA_02
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL MADRONA ST
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ARROW PANEL
(FLASHING ARROW)
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ■
;W TWI ID_0898GA 02 TRANSPORT SPOT PEI MIT
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S, W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... SIDEWALK
ALL DEVICES CONFORM TO CURRENT MUTCD. CLOSED
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. -
I
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t
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. �1{�
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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ,�� �•�''7•i�'
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 DRIVER APPROACHING A TTC ZONE). •11117- '
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL SIDEWALK CLOSED
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CROSS HERE
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.
d
CD TAPER LENGTHS CALCULATED BY FORMULA —
N FROM IMUTCD TABLE 6H-4. A
0 40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS -
z L=TAPER LIENGTH(FT)
G W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SIDEWALK CLOSURE T. (207) 591-6427 F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
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' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_02
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL FILER AVE
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) -y •�f
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER w- • V•
g SIGN OD PARAWEBBING 1.0
*►i
y� I TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
28"CHANNELIZING DEVICE FLAGGER i 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/RQ FI=SPEED, DH
PLACE TRAFFIC CONTROLL 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. -
Aw-
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 WILLFiler-Ave
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Filer Ave E Filer Ave W --.Filer,
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 r rw I
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 n N �IltIM341S J p
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r m Q W
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). C (A
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL AdN V
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ri
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 0 _
OF THE MIDBLOCK CROSSWALK �� � ; •
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. '
a TAPER LENGTHS CALCULATED BY FORMULA
N FROM IMUTCD TABLE 6H-4. -
c
0 40 M.P.H. OR LESS: L=WS2 /60 ♦1r .'
40 M.PH. OR MORE: L=WS
N L=TAPER LIENGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SIDEWALK CLOSURE T. (207) 591-6427 F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
�' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09
0 65 645' 650' 325' 217' 715' 358' 1 238 780' 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_0898GA_02
LEGEND ADDRESS: ® pmune.
zJt
k,-a..:...,
TYPE II � SIGN W/HIGH LEVEL FILER AVE
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
72
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER ti
I
g SIGN OD PARAWEBBING
T TWI ID_0898GA_02_TRANSPORT_SPOT_PE MIT
28"CHANNELIZING Concordia Concordia
DEVICE �■ FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. I
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ,�
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
-S' W/60,S-SPEED,W-WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - ►
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 0 _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ G
FIELD CONDITIONS,ETC... - W
ALL DEVICES CONFORM TO CURRENT MUTCD. N N W
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r G W
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 7C CLOSED W U
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN N
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 -' X• - ----
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.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. Filer Ave W Filer Ave E Filer
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 all
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALLINCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE i
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.CD
_
d
TAPER LENGTHS CALCULATED BY FORMULA w ,
N FROM IMUTCD TABLE 6H-4.
co
0 40 M.P.H. OR LESS: L=WS2 /60 }
40 M.PH. OR MORE: L=WS
z L=TAPER LIENGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT -
0
w
K
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
3 BUFFER ZONE
POSTED SPEED POSTED FOR info®tilsontech.com
10' OFFSET 1 1' OFFSET 12' OFFSET
SPEED SIDEWALK CLOSURE T. (207) 591-6427 F: 772-3427
POSTED SPEED h.co
Q L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
U SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION PF
-' ROAD TYPE
0- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
S2
35 L =W 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
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D 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_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)
11
V3N>r` — T
)fNO,M A. I FOADNWORK TWI ID 0898GA 02 TRANSPORT SPOT El MIT
OYON 1 TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
HdW
(optional)
rflptional) Twr
XX ' s
OY3HY
avow
iNYI ENO 50 t0 100 ft
(OpbonM +
j Buffer space !optional)
i
I
Buffer space (optional)
:2 '(WILD
0
50 to 100 ft
N We:Sea Tables 611-1-2 and 6H-3
ELIE
N for the meaning of the 15 ft
symbols andror letter ro
Ncodes used in this figure. ancowlwc
Z
p TRAFFK
0
(optional)- JI•
° (sae Section 38.16 '
TIL50N
3 (optional) On a Mission
-O 8
x T- (207)591-6427 F- (207)772-3427
6
InPoOttlaontech.com
a
04F IAME
ROAD
QI AHEAD REVISIONS
(optional;, DATE DESCRIPTION INITIAL
~I I e, 02/17/23 INITIAL SUBMISSION PF
�I 31'1sI�M dYOb T 7♦
ON3 46 J XX
oCL
{cpUor.all
ioptional) SCALE
�I
Q ROAD SIZE B SHEET: NTS
WORK SIZE D SHEET: NTS
o AHEAD SHEET E05 OF E09
0
Z FILE NAME:TDS TWINID 0898GA 02
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 l l -I 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 TWI ID 0898GA 02 TRANSPORT SPOT PEI MIT
raOJ� 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 \
o \
N
Buffer space
\ to plional)
112 L
o '5=speed in mph
TILSON
On a Mission
x T: (207)591-6427 F: (207)772-3427
a t
InPoOdsontech.com
Q 4S n+I' + ��
� 1 f QI REVISIONS
DATE DESCRIPTION INITIAL
n
~I Notes See Tables 6H-2 and C 02/17/23 INITIAL SUBMISSION PF
° 6H-31or II meaning i 1
�I of the syntibols anWor - i t I ROAD
0 letter codes used in WORK
z cL this figure. -
AHEAD SCALE
Typical Application 31 SIZE B SHEET: NTS
Q SIZE D SHEET: NITS
oo
oo SHEET E06 OF E09
o
Z [FILE NAME:TDS TWINID 0898GA 02
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)
TWI ID 0898GA 02 TRANSPORT SPOT El MIT
TWIN FALLS,ID
<*11� I t f MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xfn 'r
or
B
or 1
T [�o
- � INOIIt
L
Temporary white
Buffer space alga Irn2
(optional)
1
1,,2 L MIN.
Temporary '
112LMIN
yellolw lirl?S yyy
_ - AX
1/2 L MIN. I,opbonal
N
M
N
ON
t
N
Z
O
OI;MI �•� ■
TILSON
3 � � On a Mission
a T- (207)591-6427 F- (207)772-3427
p— rL/R InfoOtIsontech.com
(_
QI REVISIONS
U DATE DESCRIPTION INITIAL
~I
02/17/23 INITIAL SUBMISSION PF
~O �Mf
CLOSLL
�I Nola: Sea Tables 6H-2 and 614-3
o for the meaniN of thecL pogo
z symbols and+or latter
WORK
Codes used in this fi-gure. AHEAD SCALE
NI
o SIZE B SHEET: NTS
I
0 Typical Application 32 SIZE DSHEET: NITS
oo SHEET E07 OF E09
o
Z FILE NAME:TDS TWINID 0898GA 02
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)
TWI ID 0898GA 02 TRANSPORT SPOT El MIT
TWIN FALLS,ID
tf MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xfn 'r
or
B
or 1
T [�o
- � INOIIt
L
Temporary white
Buffer space adga Irn2
(optional)
1
1,,2 L MIN.
Temporary '
112LMIN
yellolw lirl?S yyy
_ - AX
1/2 L MIN. I,opbonal
N
M
N
ON
t
N
Z
O
OI;MI �•� ■
TILSON
3 � � On a Mission
a T- (207)591-6427 F- (207)772-3427
p— rL/R InfoOtIsontech.com
(_
QI REVISIONS
U DATE DESCRIPTION INITIAL
~I
02/17/23 INITIAL SUBMISSION PF
~O �Mf
CLOSLL
�I Nola: Sea Tables 6H-2 and 614-3
o for the meaniN of thecL pogo
z symbols and+or latter
WORK
Codes used in this fi-gure. AHEAD SCALE
NI
o SIZE B SHEET: NTS
I
0 Typical Application 32 SIZE DSHEET: NITS
oo SHEET E08 OF E09
o
Z FILE NAME:TDS TWINID 0898GA 02
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 TWI ID 0898GA 02 TRANSPORT SPOT PE MIT
t J
40 O
Crn
6 p9 y TWIN FALLS,ID
W y MATERIAL DESCRIPTION QTY ACTUAL
� a onf
i- .7K
z �.
a
5
r
or
n j
T x
=� o
Temporary
B marking for
crosswalk lines
(cross-hatching
optional)
_ C30
P 0
J 1M
K
y �
n u
A.
v
i SIDEWALK
CLOSED
N
C)
sgCNALK Gl4SLD
v l - i AHEAD
z 30$$HERE
O
0
w
O
Note: Rx long-term stationary T I L 5 0 N
3o work,the double Yellow on a Mission
center line and/or T: (207)591-6427 F: (207)772-3427
lane Ines should be Irroocnaonlecn.c«m
a removed between the REVISIONS
dl ROAD crosswalk Ines.
�I DATE DESCRIPTION INITIAL
N(?RK
~I AHEAD See Tables 6H-2 and 6H-3 02/17/23 INITIAL SUBMISSION PF
o for the meaning of the
�I symbois and/or letter
o codes used in this figure.
d
Z
Q
SCALE
of Typical Application 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NITS
00
00 SHEET E09 OF E09
0
Z FILE NAME:TDS TWINID 0898GA 02