HomeMy WebLinkAboutTWINID_0898GA_06_TCP_REV1-compressed TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 06
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
STREET NAME ARTERIAL/ COLLECTOR s
CONTRACTOR CAN REFERENCE CITY • TWIN MINOR ARTERIAL
FALLS, ID MANUAL OR .
OF • ' WORK ON •
TWIN. 0: 0.
DESCRIPTIONTWIN FALLS,ID
MATERIAL QTY ACTUAL
a + `.ate • _ T� ' .
+61ph Quo
ir
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ct
TILSON
� - (207) 772-3427
pg. _ r
III -L Ajax !
•kW rt
Pat i ��s�astk�rn.t Park or
SIZE B SHEET: NTS
1 C RL
I
. f
' 4* 1.1 y h—i r i �_th_ ■ ' L ti �M�1 Y'dFILE NAME:TDS TWINID h: 1.
LEGEND ADDRESS:
TYPE II SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE a Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING _
' t3G0-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
hm I
WORK TRUCK ARROW PANEL® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
+ '' TWIN I D_0898GA_06
28 CDEVICEIZING �■ FLAGGER r�• TWIN FALLS,ID
r7 tii7t3 Ly. 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 d
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 T .
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.
r -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I� y
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. '
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF *•
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND '_J
SIGNS. ITl�lr - 1
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR t r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL f -
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 or ln�Li�Y
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. F•_ 1 Y yrpiFm
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) 17,-�
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT i
N
(V
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
O POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE MERGE info®tilsontech.com
o L j2 L j L L j L % L L Y2 L %3 L NOT DRAWN TO SCALE
a REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
04/14/23 INITIAL SUBMISSION AM
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/15/23 REV 1 NV
X
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
1 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' 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
cc
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_06
LEGEND ADDRESS: ® �b -
TYPE II SIGN W/HIGH LEVEL FALLS AVE E +
BARRICADE WARNING DEVICE a LIAQ!Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING _
t3G0-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS —=
WORK TRUCK ARROW PANEL •
® IFLASHINGARROW)
SHADOW UNIFORMED -
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
28"CHANNELIZING - ; TWINID_0898GA_06
DEVICE ~� FLAGGER x 1 TWIN FALLS,ID
V
y MATERIAL DESCRIPTION QTY ACTUAL
NOTES: +F� �. Fl-� •�j'y
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L - / I P .
=S' W/60,S=SPEED,W=WIDTH �_•-
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. ,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 ', fi i• W r y
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL '�� . ,f Z W GL
FIELD CONDITIONS,ETC T '{ ` N
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ! +� ' 10 Y 0
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. F ! } V
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ;
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1 tM J
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �' �''' I 'f. f r � �-�+�• �
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM +
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ,* f-•.••. - •-�:s - .+ `
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME y-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 +{ 'l' •S•- -
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 - --r-+- —• - -— - ---�
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). -
4
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ��I' i �yt." it � �T
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .�� +r , +f-; UT�ta,y
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES + 4.11 •� - - _ •� , T
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. WGRK
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1 . �!! +4 +1 . a �• **+, .� AHEAD
OF THE MI DBLOCK CROSSWALK ' + r 4 +
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. � � +, r ; R���, �.`! {� *� . + � •� �
Y r
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS Lf +
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
04 fee
(V
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
O POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT info®tilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
a REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
04/14/23 INITIAL SUBMISSION AM
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE NV DISTANCE BETWEEN SIGNS(FEET) 12/15/23 REV 1
X
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 1 305' 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 MPHCD 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
00
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
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_06
LEGEND ADDRESS: ® DIG nL
TYPE II SIGN W/HIGH LEVEL ~
N 3100 E
BARRICADE WARNING DEVICE
PERMANENT TWIN FALLS, ID Dig Line.Inc.
MARKINGWORK ZONE
t360-342.15Q5
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL r
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE w TRAFFIC OFFICER ,I
g SIGN 1111=1=31111111 PARAWEBBING
TWINID 0898GA 06
28"CHANNELIZIN
DEVICE I -8-- ■ FLAGGER k-�* TWIN FALLS ID
i 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 'qd
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ,
=S�W/60,S-SPEED,W=WIDTH --
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - -
AND ACCESS RADII.
ff
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION I r FOR ALL SPEEDS. -b
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 4 1� #
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. , Jr' - - ��•err
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. t j
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 3213H$$O21D
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF . i —w
RESTRICTION TO THE FIRST SIGN. 03SOID NIVM301S
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. r
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 r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 'y'
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE } fA
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. S,
TAPER LENGTHS CALCULATED BY FORMULA �`` ;. 4• r •�
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 ,,. •' r __
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
N
(MV
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
BUFFER ZONE
On a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
O POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
o SPEED SIDEWALK CLOSURE
infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE
0
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
O)
04/14/23 INITIAL SUBMISSION AM
X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/15/23 REV 1 NV
30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Cl. 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
0 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240 SHEET E04 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898GA_06
LEGEND ADDRESS:
TYPE II SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE a Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING _
13G0-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED wk I,Fm rov
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
! TWIN I D_0898GA_06
28"CHANNELIZING FLAGGER ' I TWIN FALLS,ID
DEVICE ~� 1
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: T
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR p -
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. FBiitterfootOr BittLlTrool
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE j t - root ` ' A
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 r
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. 43SO7.7 L
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �Ilt/M3aIS � } {-
COLLECTOR ROADS. (*Ir
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. - _ M
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND r
SIGNS. • 11
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD .I 4 •,
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA 4CL
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
04
(V
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
O POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
a REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
04/14/23 INITIAL SUBMISSION AM
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE NV DISTANCE BETWEEN SIGNS(FEET) 12/15/23 REV 1
X
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
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 E04A 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_06
LEGEND ADDRESS:
TYPE II SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE a Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING _
t3G0-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK ®
(FLASHING ARROW)
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER � - ••+"T ;
4
h* TWIN I D_0898GA_06
SIGN OD PARAWEBBING , �y
28"CHANNELIZING FLAGGER �. '- I 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 Ir.
AND ACCESS RADII. �`{ }
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 1 I J 0
FOR ALL SPEEDS. N - -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES F _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL -- t ' W 0
FIELD CONDITIONS,ETC... _• V
ALL DEVICES CONFORM TO CURRENT MUTCD. t {
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. ~' _ •
H • t 4�
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL `
BE LIM 4
ITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - +/ -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN S -- 1+ - 4 `
PLACE FOR CONTINUOUS DAYS. -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL + _ •
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM y • • ' ' qe
.ti•[ •� r
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • Wdp
PLACE FOR CONTINUOUS DAYS. dph,jw _
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME SIDEWALK CLOSED .+ �f ti l r` •/
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. _ T. F • t r•4w
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND CROSS HERE } + f
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF # r�
RESTRICTION TO THE FIRST SIGN. •— ' L- +. -}}, • rr�
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 i
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 MI DBLOCK CROSSWALK It
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 �.# -rt
40 M.PH. OR MORE: L=WS r `
L=TAPER LIENGTH(FT) '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
cn
CN
N
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
O POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
a REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
04/14/23 INITIAL SUBMISSION AM
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE NV DISTANCE BETWEEN SIGNS(FEET) 12/15/23 REV 1
X
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 1 305' 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 MPHCD 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' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_06
LEGEND ADDRESS: ® �b -
TYPE II SIGN W/HIGH LEVEL FALLS AVE E
BARRICADE WARNING DEVICE a Line.Inc.
WORK ZONE TWIN FALLS, ID 9
MARKING _
t3G0-342.1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL �' r: r M�
(FLASHING ARROW) 0 do
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER t r{
SIGN OD PARAWEBBING Abu AQ
L1 TWIN ID 0898GA 06
28"CHANNELIZING it
FLAGGER j I TWIN FALLS,ID
DEVICE ~� 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=WS,SPEEDS<45:L d
=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 J W
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •r W OJ -
FIELD CONDITIONS,ETC... +, ;- `tir SIDEWALK N V ~
ALL DEVICES CONFORM TO CURRENT MUTCD. }y�
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. # . CLOSED _
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ,-� + -'r
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL dFBE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM l +y r 4
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 _ v' - -- -- -- 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. -
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 we-E _W Fis Ave Falls Ave E
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 Ado
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD d -• d -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 4 dip ilk
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR .�
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • R
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES #A, ♦�*
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. "l
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE '
OF THE MIDBLOCK CROSSWALK Y d •
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) f `+
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT *� _
cn
zp
N
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
O POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
a REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
04/14/23 INITIAL SUBMISSION AM
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/15/23 REV 1 NV
X
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 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 E04C 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_06
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
Dig Line,Inc.
811 or 800-342-1585
Flyurp 61-1-11. Lane Closurp on a Two-Lang Road
with Low Traffic Volumes (TA-11)
ov3Hv -- .�.
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o SHEET E05 OF E09
0
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3 - - -
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
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Figure 41-1-31. Lane Closures on a Street with Uneven 811 or 800-342-1585
Directional Volumes (TA-31)
DVIHV TWINID 0898GA 06
NWOM TWIN FALLS,ID
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DATE DESCRIPTION INITIAL
✓D1
3 04/14/23 INITIAL SUBMISSION AM
X Note Soo Tabios 8H•2 and 2/15/23 REV 1 NV
I
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oo
ol
oo SHEET E06 OF E09
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HALF-ROAD CLOSURE MULTI-LANE ® DIG
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Flqure 61-1-32. Half Road Closure on a Mu Itl-Dille. 811 or 800-342-1585
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X 12/15/23 REV 1 NV
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oo
oo SHEET E07 OF E09
0
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WORK ON PARKING LANE ® DIG
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TWINID 0898GA 06
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-_ 04/14/23 INITIAL SUBMISSION AM
X 12/15/23 REV 1 NV
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oo
oo SHEET E08 OF E09
0
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SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Flqure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
t (opbonaq
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REVISIONS
ROAD crosswalk Imes.
DATE DESCRIPTION INITIAL
N
— ORR Soo Tables 6H-2 and 6H-3 04/14/23 INITIAL SUBMISSION AM
/ AHEAD 12/15/23 REV 1 NV
5 tar tho moaning of the
a symbols and1of Iot1Ar
Q codas used inthis figure
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Q SIZE D SHEET: NTS
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01
00 SHEET E09 OF E09
O
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