HomeMy WebLinkAboutTWINID_0898GA_06_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 06
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
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DMLVW-
Dig Line,Inc.
STREET NAME ARTERIAL COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN OF TWIN
FALLS, ID MANUAL OR THE TEMPLATES
OF TCP FOR • ON LOCAL
D 0898GA •.
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
d
rTILSON
On a Mission
Ilk
IL
lmv
1.4
SHEET E02 OF E09
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS OV3HV
ARROW PANEL )INOM
WORK TRUCK ® (FLASHING ARROW) Alnun
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
�, I "` TWINID_0898GA_O6
28"CHANNELIZING FLAGGER �' s DEVICE TWIN FALLS,ID
❑V3HV !
MATERIAL DESCRIPTION QTY ACTUAL
3Nyl 1HDI2f ,
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 1�
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 -t
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r1,
FOR ALL SPEEDS. l, •.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ..11J,,;;
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ■I "„r { A.
l
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 •i '},`t -4-:+ •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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 1
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -
RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND !�
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �.' •.aL� - - �,
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 II •- - sr
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 �w .r."i • _
OF THE MIDBLOCK CROSSWALK - ✓l!`, •C`) - or UTILITY
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. WORK ..
,� �Y„_ �'� - 'ram;_• * .
TAPER LENGTHS CALCULATED BY FORMULA AHEAD.•1 . �•, `
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) 1 ^1
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - • __ ___._._____
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
G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com
o L j2 L j L L j L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 04/14/23 INITIAL SUBMISSION Ann
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
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
11 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
01
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' 009 350' 233' 770' 1 385' 257 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898GA_06
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL
N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
DIRECTION ADVANCED �..
\� OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL �i y" ''
(FLASHING ARROW) �+
SHADOW UNIFORMED .r— •ice irr�rr� ' I
VEHICLE TRAFFIC OFFICER
,
g SIGN Oa PARAWEBBING
TWINID 0898GA 06
28"CHANNELIZIN ~ FLAGGER r - TWIN FALLS ID
DEVICE �
• 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-I W OR s
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH 5 ��
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION �i rr. - 1 -• _ -
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 Julie Ln
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Julie Lrj
PLACE FOR CONTINUOUS DAYS. JLI
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Ln
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Julie Ln Julie Ln
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 vr
THE SAME ROAD. -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 3ZI3H SSON�J
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -�
RESTRICTION TO THE FIRST SIGN. O3SO1�J Nl`dM34IS
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 14
14
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �•e *' - � �
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �Y -
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �.�
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA ;
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
o W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
04
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
z POSTED BUFFER ZONE on a Mission
10' OFFSET 11' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SIDEWALK infoftlstech.com
o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE E on
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
DISTANCE BETWEEN SIGNS (FEET) 04/14/23 INITIAL SUBMISSION AM
X 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 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): 350 350 350 SCALE
0 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
Co
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
2
70 r 730, 700' 350' 233' 770' 1 385' 257' 1 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_06
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANELr
(FLASHING ARROW)
SHADOW UNIFORMED S
VEHICLE TRAFFIC OFFICER pt +
g SIGN OD PARAWEBBING
i TWIN I D_0898GA_O6
28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID
~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. -
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=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. terroot , Bitterroot
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. , f
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -rroot ' J,
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL it t s•
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •�t/'
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. - -Y •* �-
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. a3SOl.7
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 7fM34IS10
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
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 1 ,
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
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
.F
TAPER LENGTHS CALCULATED BY FORMULA �• r'rCLI
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)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ,
0
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
G 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
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 04/14/23 INITIAL SUBMISSION Ann
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 1 42'X ROAD TYPE
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' 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: ® pmune.
TYPE II � SIGN W/HIGH LEVEL zJt
N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/L� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL r •, '
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER .
1
g SIGN OD PARAWEBBING TWINID0898GAO6
_ _
28"CHANNELIZING X ~ Y ' I
DEVICE �■ FLAGGER 6 'L. �'" �' TWIN FALLS,ID
+L �' MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _\4 ♦ •
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR '
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • 4
=S' W/60,S=SPEED,W=WIDTH IR -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Y =y`• . �',
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION J �� .: � - • f _�_��,
FOR ALL SPEEDS. .
UJI
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES i .�
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ,� W 0K• ,
FIELD CONDITIONS,ETC r '�t G_U l�/. • ~
ALL DEVICES CONFORM TO CURRENT MUTCD. • S Ir - ,r, fn
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • r_
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 • i --� t
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 , ?f w .'♦ - • -
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME SIDEWALK CLOSED '
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OFlow
THE SAME ROAD. 0*,. L,ROS / �• ' • ''
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND J� 9 j • -
COLLECTOR ROADS. J �T •
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. ,` 4 -.f,�•
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). 611111111111111111 w1, _ 1
ere WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR Z I
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _- _ __ '' �' • - ..---
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. :t ++--t+�•at-�.-1 -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK e.
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 LI=NGTH(FT)
o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
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
G 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
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 04/14/23 INITIAL SUBMISSION Ann
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
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
11 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
01
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
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
Figure 61-1-11. Lane Closure on a Two-Lane Road
with Low Traffic Volumes (TA-11)
)tbaM A. I END TWINID 0898GA 06
FORD WORK
OYON TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
Twr
rflptional)
HdW
A A 'r B
OY3HY
avow
iNYI ENO 50 to 100 ft
(optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
50 to 100 M "'WILD
ELIE
We:Sea Tables 611-1-2 and 6H-3
for the meaning of the 15 ft
symbols andror letter ro
(codes used in this figure. ancowlwc
0
ACL
TRAFFK
0
m (optional)-
CD (sae Section 38.16
TILSON
v 8 (optional) On a Mission
Z
O T: (207)591-6427 F: (207)772-3427
} ONF IAME InfoOdsontech.00m
p ROAD REVISIONS
AHEAD
(optional;, DATE DESCRIPTION INITIAL
�-T3 _ I e, 04/14/23 INITIAL SUBMISSION AM
31>kI�M dYOb T 7♦ �/
ON3
Q
QI icpUor.all
I ioptional)
SCALE
'01
Q ROAD SIZE B SHEET: NTS
G WURK SIZE D SHEET: NTS
00
o AHEAD SHEET E05 OF E09
0
Z [FILE NAME:TDS TWINID 0898GA 06
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
Dig Line,Inc.
FII.iUIN 6H-' 1 . Lino CILI,,i, iw, r:Ill -I 61,11(h Ull1 -voll 811 or 800-342-1585
C11tI_'C:tII_Ill,l '�ri_rlulll�;', +, Tal-:� I ;I
GYAH4 TWINID 0898GA 06
raOJ� t TWIN FALLS,ID
t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L 1
T
(oplionall - —
004
BL.fler sp�lc�
(opUanah
N
X
,1ft
N
Temporary solid_
white lane line
Buffer space
N (o plional)
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