HomeMy WebLinkAboutTWINID_0898AA_06_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898AA 06
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® iDIGunF._
Dig Line,Inc.
CONTRACTOR CAN REFERENCE CITY OF TWIN STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
FALLS, ID MANUAL OR THE TEMPLATES AT BACK ADDISON AVE E, ARTERIAL
OF TCP FOR WORK ON LOCAL STREETS.
BLUE LAKES BLVD ARTERIAL
LOCUST/MADRONA STREET COLLECTOR
TWINID_0898AA_06
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
ARTERIAL ROADS
PROPOSED CONDUIT ICOLLECTOR ROADS
H�y1, ouu HeyburJAve E Z W
tl HlllcresTQ
Sn'Lip Ave z Shoup Ave E 1
i Sigrid Ave -
'thAieE a a
1`1:,pI-Ave T
F plai Ave > J�
\c) ,� P� F FII.r,Uic Ll m
q� ^� J a �5` _ �• 9th AvN F v
P
Imes Ave
c.
81h Ave E rn c She((Y Ln
in v
* ` nuL
�C < !tr'.Ave:
win Fall
-
F � ar
Cm
PF. p� I,n nu..IF i
It
14
c r anon PXK A,re
I
w -
q� 4th Avr F �.
6 n
a S 7i. 3rd Ave E
L TIL50N
S
� 2
OZ .,��. n+ E T. (207) 591-6427 F: (207) 772-3427
info®tilsontech.com
REVISIONS
w f a - 7 DATE DESCRIPTION INITIAL
FI,I(sl Av c a = 02/03/23 INITIAL SUBMISSION
N �
Q IY
J
r �
H
w - 4�• ..
- SCALE
Its, SIZE B SHEET: NTS
0
SIZE D SHEET: NTS
03
03 L SHEET E02 OF E09
i 1i
O
e r,
Z FILE NAME:TDS TWINID 0898AA 06
- - -
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL ADDISON AVE
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED _ - qw
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
Fm SHADOW UNIFORMED i
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID_0898AA_06
28"CHANNELIZING
DEVICE �■ FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: L _ •, _
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. -
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'ORr •'1'-
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �; `V• .rC� fr _.yr�r
=S� W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r fT'
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ,t,yr7yn
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 A`
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. t3
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 - em__
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �Q
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • '1 1 _ -----r�-a�r..-
PLACE FOR CONTINUOUS DAYS. t
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 _ �1' .• - _ ' �`
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF —-
THESAME ROAD. F r ' •1 ( 1 _ - 1� 1• 1a
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. 6x -
� � t
�..�
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. R ++ _ :.an•i
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECONDT* '-
SIGNS. 9 t f
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRDS r �-
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r• �
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •� _ ``
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - ji '�' /t ! � �i hk •'
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK _ r" 1. ,1'�"t•, „ j' �# •,
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - �' �' t�L '�• /1'':�'fh,.. ��'" ♦�
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 00>,�r�-��'j
e �Ck. - r
40 M.PH. OR MORE: L=WS ,
so
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ,
N
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
o L j2 L j L L j L % L L V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60
Q <_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): SCALE
50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
Q 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
01 65 645' 650' 325' 217' 715' 358' 238' 1 780' 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_0898AA_06
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL zJt
ADDISON 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
WORK TRUCK ® ARROW PANEL ' �� �•* t(FLASHING ARROW) Srr- 4 ra .Fm
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER ' a
SIGN OD PARAWEBBING C[",� r
2 I L; TWINID_0898AA_O6
8"CHANNELIZING
DEVICE �■ FLAGGER TWIN FALLS,ID
NET MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ik`
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. aY3HV t.J 9
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR mum w
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L { 4n ••�- _
=S' W/60,S=SPEED,W=WIDTH f' '} -•'
va
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • /.I Y ` W
AND ACCESS RADII. c,' •` `
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE a
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A'DIMENSION - -
FORALLSPEEDS. + `F -_'�1- '"'- -• '_
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES c� _ CJr' ••
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL dif
FIELD CONDITIONS,ETC... 'tb + - �(\ - `� + j►
ALL DEVICES CONFORM TO CURRENT MUTCD. }1 -. i -`'-�� : - • �`_ - ,
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ I-
CONSTRUCTION CAN BEGIN. �'^ ' F r:L•' Qom' f -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • - _ + - r'^fe i�yYci��( 1_`.
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM q
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 �• 1 z I w�ti `_I
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 4
^ 1
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
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 _ _ - s - _� + + ,.. ••
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ~- --
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR S�' ,j• ,
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I T�j' '�'• ,�
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- 1 '•,a ,�,
OF THE MIDBLOCK CROSSWALK '� �JC' I- X v•,,'� rt
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. `•- I f- + �� _
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. _ ,'
40 M.P.H. OR LESS: L=WS2 /60 .. �t • * •
40 M.PH. OR MORE: L=WS IM
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Lf)�u y" -
N
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60
Q <_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): SCALE
50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
Q 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
01 65 645' 650' 325' 217' 715' 358' 238' 1 780' 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_0898AA_06
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL zJt
ADDISON AVE
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED T_
OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK ® ARROW PANEL T
(FLASHING ARROW)SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICERSIGN OO PARAWEBBING28"CHANNELIZING TWINID0898AA06
DEVICE �■ FLAGGER ; TWIN FALLS,ID
y -NOTES MATERIAL DESCRIPTION QTY ACTUAL
: _ '� -
i
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 -•. r r
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE '� >1Y4
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Aye Sy MtlOM
FOR ALL SPEEDS. - {/ - ."nun
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES OIa"
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - xnoM
FIELD CONDITIONS,ETC... '` - An�un `` s
6
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. �7a
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 - -•�-
PLACE FOR CONTINUOUS DAYS. �• - - , �� a, ,I y,l a a a 1, •1 1
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 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND rt'ti 6 v�
COLLECTOR ROADS. UTILITY
WORK
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF AHEAD
RESTRICTION TO THE FIRST SIGN. f '� •r _ ) 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). '
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
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. -
1 ff
TAPER LENGTHS CALCULATED BY FORMULA — r
FROM (MUTCD TABLE 6H-4. - '� '� � T� 17) to
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS y �' r Yti`':• - "� �
L=TAPER LI=NGTH(FT) -
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 2.
N
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q S2 --
L =W
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- --
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
Q 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 1 385' 257' 840' 1 420' 1 280' FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK —
(FLASHING ARROW)
SHADOW UNIFORMED s
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING TWINID 0898AA 06
28"CHANNELIZIN ❑HHaM
DEVICE 02 FLAGGER TWIN FALLS ID
t •
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ` \ •' '��{
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L r , T ••1).
=S�W/60,S-SPEED,W=WIDTH Ir^ •�� l "'7T
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII. 1
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y, ♦ lye
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - �'�•, = A _ <i�
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ��
r ' �T••
FIELD CONDITIONS,ETC... _
ALL DEVICES CONFORM TO CURRENT MUTCD. • '-�'. ( �_"•T AO -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. • `� ,�. ly j
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL � �yt•• d - - '
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ` -_` - .- • . �_ I
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 ��. �� 4 �- cc
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ti`' J 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 ♦ f� '1 y a ,r .
THE SAME ROAD. - D
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND V r * y -
COLLECTOR ROADS. �!{
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -- -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Ste`- �' I
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). {I
f
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL i •,
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
t
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; 1 • UTILITY � '•
TAPER LENGTHS CALCULATED BY FORMULA WORK
• :� AREAD �
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)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
o_ p
N
Co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S is N
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
SPEED POSTED SPEED ontech.com
o L %2 L 1 LANE SHIFT infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
O)
3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE25
—
s 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): SCALE
�I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
a55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03C OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: ® pmu....ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED 1
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL kaonn
@RBWORK TRUCK ® (FLASHING ARROW) - "Llllln
SHADOW UNIFORMED 1. �_
VEHICLE TRAFFIC OFFICER +
g SIGN OD PARAWEBBING , I
28"CHANNELIZING 1 TWINID_0898AA_06
DEVICE �■ FLAGGER :/ I , TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: yy
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • , L _ f - -
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR R L
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
= X_
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. ' 1
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1i
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... Emit
! M 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. ,•'. 1�, '� < ,� fib(►_.
ttii t
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •fK 41r
BE LI MITED 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 i-
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 r•lr•
PLACE FOR CONTINUOUS DAYS. -'�
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIMEAk
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF t' • `
THE SAME ROAD. _
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND a
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 -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). $•+3 f -—
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. _
14 FT
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 A �1
FROM IMUTCD TABLE 6H-4. ;,.. UTILITY - 1 ,,•
WONN 1
AHEAD h
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS i' S• '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITAlt
N
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET
o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q S2 --
L =W
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
Q 60 <_35 MPH 100 100 100
11
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
Q 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
01 65 645' 650' 325' 217' 715' 1 358' 1 238' 780' 390' 260' 1EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL ADDISON AVE -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS � T���
ARROW PANELi.[% .'J
WORK TRUCK ® (FLASHING ARROW) ,
SHADOW UNIFORMED r
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING _ C'7
TWINID 0898AA 06
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~� _
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W 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
pp
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... 0
ALL DEVICES CONFORM TO CURRENT MUTCD. - • 1�1-1 '
ti
• 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 t
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �t i-._ •1� w. _ ,- '
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 �►
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. to (335O70 O3SOID
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. C m )4_I HM 3 Q I$ Nl VM301S
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _ ,�... ;l. I y D
RESTRICTION TO THE FIRST SIGN. ■ f rn x __ I
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - - m C1
SIGNS. `—
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD i m
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES $� m f '
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 SI r t�f J11 'r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE "a ti • '
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. - • lr 1 r,' ►
40 M.P.H. OR LESS: L=WS2 /60 G'
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) •• - `
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITCo
(V
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S is N
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
w SPEED POSTED SPEED ontech.com
o L %2 L 1 SIDEWALK CLOSURE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
O)
3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE25
—
s 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): SCALE
�I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
a55 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' FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL ADDISON AVE
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 !
s
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) �
SHADOW UNIFORMEDFm +�
VEHICLE TRAFFIC OFFICER f 3 `•
g SIGN OD PARAWEBBING
is3 V-7 CC-a r• TWINID_0898AA_06
28"CHANNELIZING �■ .' C�- •[��, ^
DEVICE FLAGGER �: �1 - TWIN FALLS,ID
*r, rr,
— �'NOTES MATERIAL DESCRIPTION QTY ACTUAL
: - � , � _T"!,!,•.�;;
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. -r i
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 ���'?_ F q%
=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. it f f j� - 't•• w' �1. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _I
~ - —- - -• - - 1"
FIELD CONDITIONS,ETC... �sn•f
ALL DEVICES CONFORM TO CURRENT MUTCD. '•"C � (r __ _ __ ,
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 Gasol0
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN MTgAM i o35olD 036010 03soia
Vt H IVM3018 NlYM301S mlvm3cls
PLACE FOR CONTINUOUS DAYS. g - •- - c
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 ; o _
THE SAME ROAD. Ii�
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. _ t
.w
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF n _ '':;r +-r 1�'�� A—F
RESTRICTION TO THE FIRST SIGN. � rTHE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECONDt��L
SIGNS. -THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �r -` '.`yam I;1` _ '-� i - _ 1'•
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE)., �� � { ''• •��- ,`•�' �: _
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r�'• f•� k'. ,', ?» 71�1- .tom. n
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL (- .- f -i,•tt• 4..' f -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 41•
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. �1 ' l st••,•� �' '-. s
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 -:��'�.: - a -_ ' �i• w�
L=TAPER LIENGTH(FT) '' fto
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
N
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' 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 V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q S2 --
L =W
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- --
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
Q 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_0898AA_06
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL ADDISON 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) f
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER 1 I
g SIGN OD PARAWEBBING
TWINID_0898AA_06
28 CDEVICEIZING �■ FLAGGER 1 � i' r TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
I
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 1 1 +
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 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 4.•;,
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. •• - - -
1 _
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE w
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -mod t
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 } • • 3 3 _ 3 3 / 1 y +
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. F
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. 4
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 ,�•� - c r
RESTRICTION TO THE FIRST SIGN. T c3SO1D -r 03SO10 w n o
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND m -so- 035017 N1VM301S N1VM301S
SIGNS. m NiVIJd 015 N1VM301S
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r;lTI w _ _ O m
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES I u N 1T s o u y
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). n 1 x
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR H { -
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .e'.
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • li-
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 4w'�
FROM IMUTCD TABLE 6H-4. r ? �• ` ��- _ •1M�` ++
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
N
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' 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 V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60
Q <_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): SCALE
50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
Q 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' 1 700' 350' 233' 770' 385' 257 1 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: ® pmune.
zJt
TYPE II SIGN W/HIGH LEVEL ADDISON 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 "' {
ARROW PANEL ' •
WORK TRUCK ® -' r
(FLASHING ARROW)
SHADOW UNIFORMEDFm
VEHICLE TRAFFIC OFFICER
g SIGN ===PARAWEBBING
TWINID 0898AA O6
28 CDEVICEIZING 0--■ FLAGGER �• f • TWIN FALLS,ID
r ' MATERIAL DESCRIPTION QTY ACTUAL
NOTES: r�+r�
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 -got
r
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L !,�
=Sr W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION s / •
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
Y�
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION IF
FOR ALL SPEEDS. 1
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES k ,
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... �' M
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 WILLi f, i
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM [[[������cl]]��� I# e,-S•'
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 ! l
PLACE FOR CONTINUOUS DAYS. 1 '
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. l 1 >♦ I h •.* ` y ----Addison •0.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. rj .._ .'•'�� �- - `
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •-f " �'� -L.I T •(��' 1+ �
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r w
J
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR i 1' ,• -� -• _�~
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - -'r 'i:}l7 03SO1� 0350U 0
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES A m _ .� _ YI WM301S Nlf/M3OIS r• � ~
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. O a ~' _ - P�� 'I • ..�r z
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE `,� - T`ti •I •�,1 _
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA �� 1
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 , s
N
CD
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' 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 V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
Q 60 <_35 MPH 100 100 100
40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
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
Q 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
cc 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 1 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: ® pmu.:..ne.
k,-a. .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
..
aaaassona
(FLASHING ARROW)
SHADOW UNIFORMED aasoiaa arnaals
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING fi
T W I N I D_0898AA_O6
28 CDEVICEIZING �■ FLAGGER n� TWIN FALLS,ID
p
,�� ^�� m n • MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ' p •
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 INTERSECTIONJ`• - l�
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. - - • - is -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. CJ
4 ai c
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 'fit • `` .�i ON D __ _ ! ',•
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • ��i p x . - �_• " ,� 1••t
PLACE FOR CONTINUOUS DAYS �� ; 1 - �Y p- - • �-� �'�'•^ "
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL i. -• -l` 1,A 1 _
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 3 •�� /1 - • lC `•''
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 _ �s' �C?-•
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ~ •k - !
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •` ��
RESTRICTION TO THE FIRST SIGN. n g
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND p -
m
SIGNS. mD 1 �••.. -. i� •
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD p
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. is'
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. �. �:
40 M.P.H. OR LESS: L=WS2 /60 s SIDEWALK - I• , slf
40 M.PH. OR MORE: L=WS ` CLOSED
L=TAPER LIENGTH(FT) -
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
N
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S OIN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' 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 V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
Q 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
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_06
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED -
\= OF TRAFFIC WARNING SIGNS e _
WORK TRUCK
ARROW PANEL • ''� I _ _
® (FLASHING ARROW)
SHADOW UNIFORMED , _ a}
VEHICLE TRAFFIC OFFICER -
g SIGN Oa PARAWEBBING r r 32i3H SS02iD
28"CHANNELIZIN — — TWINID 0898AA 06
DEVICE �■ FLAGGER a3SO 1D Hlt/M3aIS TWIN FALLS ID
A IF _
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: •I
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'ORS
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - A -
=S�W/60,S-SPEED,W=WIDTH
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 T
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 ti'~�
CONSTRUCTION CAN BEGIN. _ �f ~ •A" r-
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 4 ' -� ♦ � ,
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN d% r
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE TRAFFIC C TO WEEKDAYS,BETWEEN AND
REMOVED
3:O D E
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 ►�' i V _
COLLECTOR ROADS. M T �� • ti
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. IFF. _ " : -� •
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _ • '
SIGNS. l_ }
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - - ♦ 1
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ p v ,r
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR Ill O
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL }
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES =f• Cl) D
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE A t
OF THE MIDBLOCK CROSSWALK +yyy�/ p - - �j�fl =F • - •�
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. '�r "\► 3� -- �'
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. e it
40 M.P.H. OR LESS: L=WS2 /60 -k%.
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT . �1+ _ �, •
N
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I L S is N
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
w SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtileontech.com
o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
O)
3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE25
—
s 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): SCALE
�I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
a55 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 E04E 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_0898AA_06
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD
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
(FLASHING ARROW) S
SHADOW UNIFORMED r -
VEHICLE TRAFFIC OFFICER ! i
g SIGN OD PARAWEBBING ,;iT �. ti• - t r I'� �•
T •..'' I O m - it 4t TWINID_0898AA_06
28 CDEVICEIZING �■ FLAGGER y-�/T J 1`y 0 D TWIN FALLS,ID
R .+i. f�
a MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y
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 w
FOR ALL SPEEDS. - �•y� - ,"
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ,•,, • •i- '�'
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... 'i I• ah i
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 [,ti ♦' s
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �� SIDEWALK
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME CLOSED '
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
COLLECTOR ROADS.
f
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Y +
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 ;7j
_SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES110
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED ORRELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURESPRESENT IN THE EXISTING PEDESTRIAN FACILITY. 4tCURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ''�OF THE MIDBLOCK CROSSWALKSIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.TAPER LENGTHS CALCULATED BY FORMULA `
FROM IMUTCD TABLE 6H-4. ` y
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
I
L=TAPER LI=NGTH(FT) _
Ile
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r
got
(V
CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
T I LSO IN
BUFFER ZONE
7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET
0 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 V2 L %3 L NOT DRAWN TO SCALE
� REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION --
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 --
Q
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
Q 60 <_35 MPH 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
CD
Q 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 E04F 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_0898AA_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)
OV3Nti` — TED
)f�IOM A. I FOADNWORK TWINID 0898AA 06
OYON 1 TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
Twr
rflptional)
HdW
A A 'r B
OY3HY
avow
iNYI ENO 50 to 100 ft
(optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
rleLn
50 to 100 ftELIE
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
A00
TRAFFK
IN
I (opbolnal)-
CN
(sae Section 38.1fi
TILSON
(optional) On a Mission
Z
O fl T: (207)591-6427 F: (207)772-3427
o InPoOdsontech.com
O4F tAME
o ROAD REVISIONS
0 AHEAD
(optional', DATE DESCRIPTION INITIAL
�1 I e, 02/03/23 INITIAL SUBMISSION --
31'1sI,69 dYOb T 7♦ � '�/� --- ---- —
aN3 46
Q —
QI 'cpUor.all - —
U
LL, 'optional)
SCALE
o SIZE B SHEET: NTS
ROAD
WORK SIZE D SHEET: NTS
o A.HEAD SHEET E05 OF E09
o
Z FILE NAME:TDS TWINID 0898AA 06
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
Dig Line,Inc.
F 11.I U I u G H ;1 . Lino C l u,,u i w, r:I 1 1 -1 61l 11(l l U l 11 -v o l l 811 or 800-342-1585
C11tI_�r:tlllllll 1,rrrlurll�,, +, Tal-:; I ;I
GYAH4 TWINID 0898AA 06
ra�M 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
,1ft
N
Temporary solid_
white lane line
Buffer space
N to plional)
Co N
0
S speed in mph L'
\ \ TILSON
{
I On a Mission
0 I �� T- (207)591-6427 F- (207)772-3427
4S ft' InfoOdsontech.com
t REVISIONS
— DATE DESCRIPTION INITIAL
C 02/03/23 INITIAL SUBMISSION --
X Note See Tables 6H-2 and --- —
6H-31or the meaning -
Q of the syntib�ols anWor i ROAo _
QI letter codes used in �_ WORK --- ---- —
U this figure. _ -
LLI AHEAD SCALE
�I Typical Application 31. SIZE B SHEET: NTS
0
Q SIZE D SHEET: NTS
00
00 SHEET E06 OF E09
0
Z FILE NAME:TDS TWINID 0898AA 06
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a hAu Iti-Lane, 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898AA 06
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xln 'r
or
B
or 46
� [BO
- - ROAD'NOIIK
L
Temporary white
Buffer space 11 adga Irn2
(optional)
1,,2 L MIN.
Temporary '
112LMIN
yellolw 1i11?S yyy
_ - AX
1/2 L MIN. I,Gpbonal.
00
o I;MI
TILSON
`; On a Mission
Z T.- (207)591-6427 F- (207)772-3427
- r InfoOtIsontech.com
REVISIONS
DATE DESCRIPTION INITIAL
02/03/23 INITIAL SUBMISSION --
UW
C CLOSLL
Nola: Sea Tables 6H-2 and 614-3CL
vI symbols andor loner
� � t t ROAD - —
WORK
LLI cod-as used in this figure, AHEAD SCALE
o SIZE B SHEET: NTS
Q SIZE D SHEET: NTS
Typical Application 32
oo SHEET E07 OF E09
o
Z FILE NAME:TDS TWINID 0898AA 06
WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898AA 06
TWIN FALLS,ID
tf MATERIAL DESCRIPTION QTY ACTUAL
C
B t
xrn 'r
or
B
or 1
T [Ro
L
Temporary white
Buffer space adga Irn2
(optional)
1
1,,2 L MIN. ; #+
/<,>
Temporary '
112LMIN < >
yellow 1i11?S yyy
1/2 4LMI i%. I,opbonal
t
00
�Ni' e111�M ;IY:� 711
i
o I;MI
TILSON
On a Mission
Z T- (207)591-6427 F- (207)772-3427
o
- r InfoOtIsontech.com
REVISIONS
DATE DESCRIPTION INITIAL
02/03/23 INITIAL SUBMISSION --
UW
C cLostr
Nola: Sea Tables 6H-2 and 614-301
vI symbols andor loner
� � t t ROAD - —
WORK
LLI Codes used in this figure, AHEAD SCALE
o SIZE B SHEET: NTS
I
Q SIZE D SHEET: NTS
Typical Appllc��tlon 32
00 SHEET E08 OF E09
0
Z FILE NAME:TDS TWINID 0898AA 06
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
` (optional)
T C11 -0 = W TWINID 0898AA 06
C t J
Cp9 y TWIN FALLS,ID
W y MATERIAL DESCRIPTION QTY ACTUAL
� a o �
5
a
r
UJ
or
n j
T x
=� o
Temporary
B marking for
crosswalk lines
(cross-hatching
optional)
_ C30
P 0
0 Q u x
A.
J 1M
K
y �
r. u
v
i SIDEWALK
CLOSED
i sgCNALK Gl4SLD � ----
AHEAD
30$$HERE
00
N
M
N
Note: For long-term stationary T I L S ON
Z work,the double yellow On a Mission
0 center line ardor T- (207)591-6427 F- (207)772-3427
w
lane Ines should M inroocnaontech.cm
removed between the REVISIONS
ROAD crosswalk Ines.
DATE DESCRIPTION INITIAL
NQRK
_ 02/03/23 INITIAL SUBMISSION --
AHEAD ea Tables H- and H- —
X for tho meaning of the
symbols and+or IE+tter - -
- —
codas used in this figure.
- —
LLI SCALE
o Typical ApplIcation 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NTS
oo
oo SHEET E09 OF E09
o
Z FILE NAME:TDS TWINID 0898AA 06