HomeMy WebLinkAboutTWINID_0898DA_06_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898DA 06
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
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c.-ir e�io:�"ram o+s
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN GRANDVIEW DR N MAJOR COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. FILER AVE W MAJOR COLLECTOR
TWINID_0898DA_06
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT MAJOR COLLECTOR ROADS
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I: 1 ILSON
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T. (207) 591-6427 F: (207) 772-3427
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infoOtilsontech.com
II�) I B4s4,fo w.lyy REVISIONS
'I I DATE DESCRIPTION INITIAL
I09/15/23 INITIAL SUBMISSION ALS
- - � I f3lcarali,4vc�flLa�44l�st
L - - - - - - - - - - - -
SCALE
SIZE B SHEET: NITS
` SIZE D SHEET: NTS
SHEET E02 OF E08
Lag1
FILE NAME:TDS TWINID 0898DA 06
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
GRANDVIEW DR N
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED 116
Fm VEHICLE TRAFFIC OFFICER
•
g SIGN OD PARAWEBBING k
TWINID_0898
28"CHANNELIZING �■ ` =
FLAGGER dV3HV d ,7 » TWIN FALLS,,ID
ID
DEVICEi�. Naonn y
rt MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 70
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 .q
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. Q
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 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Y
COLLECTOR ROADS.
_ y-
THE ADIMENSION 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.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES FILER AVE W
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). FILER
AVE W
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 • Y
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _, ,
D c ' UTILITY
TAPER LENGTHS CALCULATED BY FORMULA o AHEAp v
FROM IMUTCD TABLE 6H-4. <
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS '
L=TAPER LIENGTH(FT) '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E08
of 65 645' 650' 325' 217' 1 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGIIlne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE W c.ueeio,r r.•
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS r
W ® ARROW PANEL
WORK TRUCK .
(FLASHING ARROW)
70
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
i1A
g SIGN OD PARAWEBBING } TWINID_0898DA_06
28"CHANNELIZING FLAGGER ` TWIN FALLS,ID
DEVICE ~�
�^ 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 S L=SPEED,FORMULA,
FOR SPEEDS>_45:L=WS,SPEEDS<45:L
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION R J O W
AND ACCESS RADII. ■� f- _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 ,yAa AlI''Iln aI F ;U .t�-
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL -<' -
FIELD CONDITIONS,ETC... r
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
PLACE FOR CONTINUOUS DAYS.
AVE W
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM FILER
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
AVE W
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 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. - 1 1TILf-ry
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND lJ 1 I
SIGNS. _ WORK
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD AHEAD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). D
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR >
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ •,� r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK mM
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. Y•
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS r •F..`, �, _
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITAl
`
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E08
of 65 645' 650' 325' 217' 1 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING ' tr
28"CHANNELIZING ", TWINID_0898DA_06
�■DEVICE FLAGGER err', ' ,• TWIN FALLS,ID
f NOTES MATERIAL DESCRIPTION QTY ACTUAL
: _ � ( �� � � �
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR } Q
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH !• .,n.
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. a► 41' 3 a •`
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... A'
ALL DEVICES CONFORM TO CURRENT MUTCD. •�
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. n
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - - -
CONSTRUCTION CAN BEGIN. __ '•� -. - �f
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r ,
PLACE FOR CONTINUOUS DAYS. - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
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. f A 1 +
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r ~
RESTRICTION TO THE FIRST SIGN. _
STHE B IGNS,DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND D C
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ _q '
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ,•r O D 0 r
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �. r
L
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
vT �
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL -!
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES '
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. // •
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - I/
OF THE MIDBLOCK CROSSWALK •5
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. -
•
TAPER LENGTHS CALCULATED BY FORMULA t •' •
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS !C �
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
CD POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
I DISTANCE BETWEEN SIGNS(FEET) 09/I5i23 NInALSUBMISSION ALs
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
U <
o 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: NTS
CD
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03B OF E08
CDf 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 1 233' 770' 385' 1 257' 840' 420' 1 280' 1 FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
�.r
g SIGN OD PARAWEBBING
�•;� � � TWINID_0898DA_06
28 CDEVICEIZING �■ FLAGGER IF ` : ; + '� TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: .+ ..
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Mil
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 J Q
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION aO=
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ,,• • j
fld
FOR ALL SPEEDS. ♦ � 1 � '
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �•� r- T. - l
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL } �•' - L
FIELD CONDITIONS,ETC... •"'�'"- � r`� `` •�; --�_ -+�
ALL DEVICES CONFORM TO CURRENT MUTCD. "�' .�`�•~ -�, •' ' '�-
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TOP LACE NO PARKING SIGNS 24 HOURS BEFORE �TI``, R-�",Yr ��Z A t �_ _+ • 1
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 AVE W
PLACE FOR CONTINUOUS DAYS _
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM FILER AVE W
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.
44
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND . ;, �• '* - "' --
COLLECTOR ROADS. -
J
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 D r
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 0 ',
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). .. .
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •i -
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES r .�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE -
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. I
40 M.P.H. OR LESS: L=WS2 /60 ;
40 M.PH. OR MORE: L=WS r
r
L=TAPER LI=NGTH(FT) ,� .�,•,. _
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT lf _
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E08
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL
WORK TRUCK 'A !
® (FLASHING ARROW)
SHADOW UNIFORMED �• r
VEHICLE TRAFFIC OFFICER f '
f h > >
SIGN OD PARAWEBBING ` '
3011
ID
28"CHANNELIZING
DEVICE FLAGGER qk` �' 4 ` TW WIN FA98D D06
�■
1T R' �+' } �� MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. b
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1 J C) ui
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • I•'- _ '�
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION f. Y• _ Ilk _-
AND ACCESS RADII. " �.. • -
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y. '. •• ,
LI
CONDITIONS. MIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ��'
FORALLSPEEDS. , + `• �; •' -' �' ,`,�o��f
t r
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER CONES .hr • • - -
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,
ACTUAL * -
FIELD CONDITIONS,ETC... ' v t "•
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE LLLJJ
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 AVE W
PLACE FOR CONTINUOUS DAYS. '
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM FILER AVE W
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN —i
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I 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.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES m r - - - •i ^� - -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). v • i * - - _ T -
y
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR � � - I • t ��•�� +"• _ �' , - 4 .
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - - • ' ' _
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ) - ^-
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. '
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 lk
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) t' -
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E08
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL FILER AVE W 09-
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
' TWINID 0898DA 06
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 O LLJ
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION s OV3H V4� 1 1Ji• N.
AND ACCESS RADII. ' �111 AA�� - Q
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE NNO•vM �``� �I
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. 1«. Ainu11^
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �� I
FIELD CONDITIONS,ETC... • 1 *
ALL DEVICES CONFORM TO CURRENT MUTCD.
wr _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. !• - _ `�. f'+ -raffia a�,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 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 y D
THE SAME ROAD. ! ,, • ' ` p
MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. �r•'• R . •� i
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF UTILITYf
RESTRICTION TO THE FIRST SIGN. - '+ „ - •
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND WORK .+,-
SIGNS. D C C
AHEAD
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD C
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES m O r- • "r) � ..4 •�•
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). D ' •.� , '14'�R • _ . -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR C ' , •. 1 - >< k •• y
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL -'�
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. • ` ,Irv �-
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE jQ/ !
OF THE MIDBLOCK CROSSWALK `. Aft
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA - +
FROM IMUTCD TABLE 6H-4. 1 ;'
40 M.P.H. OR LESS: L=WS2 /60 .•' —~ , + � '
40 M.PH. OR MORE: L=WS
r �• �, r
L=TAPER LI=NGTH(FT) - �� X.
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0IN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 1 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
<I 55 L WS 495' 550. 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E08
of 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_0898DA_06
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE W c.ueeio,�r.•
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
Fm SHADOW UNIFORMED s
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING Y
TWINID_0898DA_06
28"CHANNELIZING " _ • S
DEVICE ~� FLAGGER R, , TWIN FALLS,ID
1
NOTES MATERIAL DESCRIPTION QTY ACTUAL
: ♦ ,
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. "'• wf
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 +l t ♦ Y Q -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION t
AND ACCESS RADII. ew
t. .J O LJJ
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE •t ;
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION f s
FOR ALL SPEEDS. `- • Q ''
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES °''�' •�. y t +-_+ I t• • A. ><
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •,.� r, _ w.
FIELD CONDITIONS,ETC... 46
ALL DEVICES CONFORM TO CURRENT MUTCD. "'�-�•w�...� y ,
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE I r ►�.lt 1 ♦ _ t 5 �r
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. -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM .Z
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 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ti " t'l - '. • +�
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF h i a
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. _ • ->F
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES im D 0 r
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ,f
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0IN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55, 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E08
of 65 645' 650' 325' 217' 715' 358' 238' 780 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
FILER AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED q
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK
ARROW PANEL `
® (FLASHING ARROW) '"' r
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER _ ..��,"'�s,,`��" "'• •1.+...�r �r'
.....-- _ °yam-�.. . . „�_ �>w .•_ .,,,� .. � - ...
SIGN OD PARAWEBBING
28"CHANNELIZING � ���•� � 1 - r� ,■.a � � ' TWINID_0898DA_06
DEVICE ~E FLAGGER f++..- 3Ai.r..,M.•.1 -..`r"`'•+`•,•�•ar' . �li�i"♦� '� a� � a R. TWIN FALLS,ID
�.
'�+� i�t.ir�r•,��+„• � '��' � '•—� -.—++++r- MATERIAL DESCRIPTION QTY ACTUAL
NOTES: . .. y _ ��'!1({•�i•..� r� •-r' - • `r- "! -�.sr
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 _ � • �r
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L \ - - -y�� A •�rrr f"
=S' W/60,S=SPEED,W=WIDTH �• '�.-� r..! 4_i J O W -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - - .!•♦' "i,' ^'r � �' �.yt•'- +• _
AND ACCESS RADII. , .• rt{ ._ '+ •�w,nr�r • ~ _ 1a� •_'
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE1 •y - • '� _ -��r►t�.r�ry.�K = Q ••
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ! N' �' •. •+Y ,i• - "`-" - r ••-�
FOR ALL SPEEDS. • �V ( �'s;.rt �.� �. _ - �"` _-- �"��r-. r
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ,! ' 4• rd+---- T' �`- ` •_' R -
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • -+f,L• " ice-�'-- 1 - '
FIELD CONDITIONS,ETC... _ 1 �Y�^'�'+fT1�-•.. •'Y.��� _ � �
•
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. e - • `.'��•
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
s
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •�.:y awl. _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN FILER AVE W -
PLACE FOR CONTINUOUS DAYS.
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. FILER AVE W
CONSTRUCTION AY 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 DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •t '* �r `` "-
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ,�✓•�'� • {� r
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • D C -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m O r - r , S r +!+' • •'
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR Q i; V• • !,• - , •y
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ }►"` f a' ' j 4 t '•M ' 1
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES A • _`` • �, •fir
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - - { • • • * .•,.,' U�li _ .,
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ,*'• - r 'f . • r
OF THE MIDBLOCK CROSSWALK ' - {•r•-�f
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ~ ; • ti 'r • • �� '* •►�
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. -
40 M.P.H. OR LESS: L=WS2 /60 '"P
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT . .
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET ^
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALs
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89, 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E08
of 65 645' 650' 325' 217' 1 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_06
LEGEND ADDRESS: ® DIGune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS A �••
ARROW PANEL +r y+�.r '�� `:zw�I'++�Sr.+. _ �."+Itt•r- '+�• _e L~
WORK TRUCK �. �►rrLCi�.i'. - - .� ' Ii
® (FLASHING ARROW) —ter,-+iw�,. ,,�•� --+� -•f � . �•� -i• �, ,,� `.
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
SIGN OD PARAWEBBING r"``"` • +------ ��a1
y---�+�+a.'. 4 •. — �• TWINID_0898DA_06
+ '�"•�` _ ! ,t7 TWIN FALLS,ID
28"CHANNELIZING .e•,.• - -
�E FLAGGER .�.-. +5 .�. •. .
DEVICE �„ '�-�--+� t ' �•,. _ ''y_ .e � _
-� . ' � ,► �.
NOTES E CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. M ATERIAL DESCRIPTION QTY ACTUAL
� .. _. �._ .-.-.
FOR LAN - + _ - • � �.- ,� '^'��-- � � „i
• ,-
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �• •• - y }
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH ' ~ W •ry ,
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ►,• r-4-- _ •.uM,� —1 O
AND ACCESS RADII. �""`�� �`+ ...' "`�'.' • _ w.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE #,-� - �,._ +- -�_r_` +� sr•. •...- _,�. • Q R
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A'DIMENSION ,�, � � �. _ A•r#- ` ♦s `
FOR ALL SPEEDS. - • — •' -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .,,. �♦" � - - ,�.�y�i�. • - - 1..�I',! - v
FIELD CONDITIONS,ETC... s.s! • _ - _ `".' I _' .'' ,. - _ '- •i•y.. �'_ ���•., e�
ALL DEVICES CONFORM TO CURRENT MUTCD. -e •' + -• ♦� r"
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -�^
CONSTRUCTION CAN BEGIN. - - - "-+ - - - '- � 1♦ - sS
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 y _
PLACE FOR CONTINUOUS DAYS. - -S• -
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. AL
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 DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND '
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF d � L �
RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. D C •'►'0 .•A
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 O ►� .. o ti
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - 4` �• • ,
... D � �
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _-"+ + + If '� -< , ;� ; .• 'T�
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •*; + - eJ w- • • , -•. ���
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ;? • }
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ,,,� - ,'• � ; } , _'/ M w�, •+4 h"" .
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •T1;.y�� r , • • ' �' �', f- i
OF THE MIDBLOCK CROSSWALK -4 ♦ �' +
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA .,t .• , , ���
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 �_
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) +•'.'
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
CD POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com
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o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 09/15/23 INITIAL SUBMISSION ALs
6 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
U
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
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o' 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: NTS
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<I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03H OF E08
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Cf 65 645' 650 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
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2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU ,
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ot REVISIONS
C _ DATE DESCRIPTION INITIAL
w - - 09/15/23 INITIAL SUBMISSION ALS
Q J
tits: Sea Tablas 6H-2 and
6H-3 for the meLaning
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I
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00
00 SHEET E05 OF E08
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HALF-ROAD CLOSURE MULTI-LANE owUIll" K
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�.�y DATE DESCRIPTION INITIAL
w C 09/15/23 INITIAL SUBMISSION AILS
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WORK ON PARKING LANE owUIll" K
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Hlcgh-Speed Highway (TA-32)
TWINID_0898DA_06
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
1
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' Ih�
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0 (seo Mate 2) f
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w C 09/15/23 INITIAL SUBMISSION AILS
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3 FILE NAME:TDS_TWINID_0898DA_06
SIDEWALK CLOSURE owGuln11C
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Figure 61-1-29. Crosswalk Closures and Pedestrian DetOLfrS (TA-2-9)
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removed between the
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0 w1)PXK DATE DESCRIPTION INITIAL
AHEAD See Tables 161-11-2 and 61-1-2 09/15/23 INITIAL SUBMISSION AILS
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