HomeMy WebLinkAboutTWINID_0898EA_01_TCP_REV1 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 01
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
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�
® DIGune.
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN POLE LINE RD FREEWAY OR EXPRESSWAY
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. WASHINGTON ST N MINOR ARTERIAL ROAD
N COLLEGE RD W MAJOR COLLECTOR
TWINID_0898EA_01
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
FREEWAYS OR EXPRESSWAYS
PROPOSED CONDUIT IMINOR ARTERIAL ROADS
MAJOR COLLECTOR
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Vail ey Canyon Ridge
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\ p T. (207) 591-6427 F: (207) 772-3427
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C u
z _ I 'A � � � � � REVISIONS
OQ I .�`y M � e
r• 0 DATE DESCRIPTION INITIAL
tr� A 06/23/23 INITIAL SUBMISSION AM
• • ' • I ,p ; 11/03/23 REV 1 WDD
• J z
33 Ridgaway p'tft p
U
oI SCALE
IL CnArvtaw Drive
o SIZE B SHEET: NTS
wI • • L I SIZE D SHEET: NTS
jrNco SHEET E02 OF E09
c
oI
z
3 FILE NAME:TDS_TWINID_0898EA_O1
LEGEND ADDRESS: ® DIG!-lne_
TYPE II SIGN W/HIGH LEVEL POLE LINE RD
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 •
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
SIGN oa PARAWEBBING "� � y �a
•""^ ` ��¢ TWINID 0898EA 01
28"CHANNELIZIN
DEVICE 1911- ■ FLAGGER - —• TWIN FALLS ID
A - MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR '- _
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L=S�W/60,S-SPEED,W=WIDTH rip
- M
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION I 1 W
AND ACCESS RADII. 7WHEN 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 _ _,���_�_ y-�, �•_� - - _-_--- - _--_ T - z,
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 4w.
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1�(�
PLACE FOR CONTINUOUS DAYS. - 1 I U:1 Rv.fyl
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL lr•1L9111�elFk J
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 -
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 y D ➢A r p m rr
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). T7.7•� - - - -
• .
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 DBLOCK CROSSWALK
SIDEWALKK 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 .�.�.
r SKr• '
L=TAPER L1=NGTH(FT) , -
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
0 POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE infoOtilsont•ch.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
0 SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 INITIAL SUBMISSION1 SION AM
11/03/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
3 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
U < 100 100 100
01 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): SCALE
U1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
Q 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 E03 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 1 233' 770' 385' 1 257' 1 840' 420' 1 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL POLE LINE RD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
1111111111111111 MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED ,
\= OF TRAFFIC 0 WARNING SIGNS 11
ARROW PANEL ` _ . . i 1' I
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING '" '' r' -
•• may '��_ }Y C
TWINID_0898EA_01
28"CHANNELIZING 6 . �•• . `-• FIx
Q
DEVICE �■ FLAGGER � .�.:� ►4 rw.+ ; * , j Q TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. A. V-L r ` � 'r .. •ti/,�• -_.'•. ' - � ,��'
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR + ���• - • • •
CALCULATE"L"USING FORMULA,FOR SPEEDS> '-__45:L=WS,SPEEDS<45:L "`- 1 - "- - -- - 4
=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 m -
FOR ALL SPEEDS. W [Kl fn
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. "- -• - - -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - -
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. - - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND = �'
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
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). D C D C)0 D C D n
2� 2r2 2�1 =r2 •-
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR to O F= m 0-1 IT!O r m N r
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D — D m r D,�— D m
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ID a 2 C C O Z 9, � «'•r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ �� IT .. m
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • r-
OF THE MIDBLOCK CROSSWALK also ~
l
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) lift
4M
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E03A OF E09
of 65 645' 650' 325' 217' 715'+__58' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 85, 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: ® pmune.
TYPE II � SIGN W/HIGH LEVEL zJt
POLE LINE RD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED • i �ti
\= OF TRAFFIC 0 WARNING SIGNS _ s
ARROW PANEL T�� +e. � ar _ -_�yti. • ��.+ 'V a f `.a �`
WORK TRUCK ® (FLASHING ARROW) + L'
SHADOW UNIFORMED •' �, _ �- Z � •
VEHICLE TRAFFIC OFFICER 7%
• _y' - _
SIGN OD PARAWEBBING s s "'• � w"•�'• "
. - TWINID_0898EA_01
28"CHANNELIZING +'t �`,�+ • -�• pp w
DEVICE �■ FLAGGER r� _/. _ = TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ..�.. �!!Y"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 ---- - - - _ w _1.Ff.r i -- - -
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 /ltl p M f'?-•fh fl p•�•�UiL
FOR ALL SPEEDS. ill W �}� Feb
U1J W
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL T_
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. w
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r /�
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ` -
CONSTRUCTIONCANBEGIN.
1
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE 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. r.- - _ - •• - -- - ••--- _ - - - - - -
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. /K1 M
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME S)ll W
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF v�
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 D C: D n •• n • „�
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES = =r"= D
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m O 1= m N~ =p m O -
DA1 amD M., ➢, T-
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR O < O m O { O O Z _
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 0 m A 1
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •�, ••a.
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 1
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE I , y•.
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _ `. ••:-j �'• _
TAPER LENGTHS CALCULATED BY FORMULA • �• rl r �{'��� N '' "
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 _ 'f• 4 y
40 M.PH. OR MORE: L=WS O "' • • • 1 ' ' :' •"
L=TAPER LIENGTH(FT) I �„ �� �l~^� i 72f.
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 1 75' 50' 165' 83' 55' 180' 1 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
<1 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 E03B OF E09
of 65 645' 650' 325' 217' 715'+__58' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 85' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL POLE LINE RD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED - _ • —
\= OF TRAFFIC WARNING SIGNS i -
ARROW PANEL f• _
WORK TRUCK ® (FLASHING ARROW) �•,=� +, �• _ _ •� �'
Fm SHADOW UNIFORMED ` f��''r s �•- l`3 �-;ti..' . i a_• _ ,. r'� `
VEHICLE TRAFFIC OFFICER " -'-tt�•"1+' . `r. "3•
g SIGN OD PARAWEBBING ••�,.- �� j ; _i - i -rV':fs. .��:
k' TWINID_0898EA_O1
28"CHANNELIZING '"'�"' � `�• -_ "�yqr�. " •�'Z
FLAGGER •, • ti' 4 • - ! .w� > ❑ TWIN FALLS,ID
DEVICE ~� • •+ �:�!'.•3: •.: .s.,w„ .• L�� .)r ++ -u It
•iw •- ¢
s' ♦ ' ' w7f` -. .ti �. .••✓ �_�-.• 4 .M+�7wrf�.}� ,• = MATERIAL DESCRIPTION QTY ACTUAL
NOTESFOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' Y ~~ � ''.•�'.�•��•'� ~ • • ♦r�'�'• '�,••- �• i � �,} _ ¢
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR '-" - �2��•+"•�.1-� .�-ti r �1• •• •+;'�• • ��r G�r�L``=��-
CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L "`�j`��^" - • 's- • �•+-- .,. i - - ' x' - .-
=S' W/60,S=SPEED,W=WIDTH -
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ---'--r-- • •-•- ,
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - - - -
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ( 69 ,r-Y..r7._� n9 w �e+ M
FIELD CONDITIONS,ETC... IA1 Lr�°L1�E4111=i�.Tc W Uf
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. (�(�
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND i {W -�=•
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 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 s S y
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). • w ..
40.` lie,
.
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR A '" -, -
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = i - _ _ 2 _,�-? �*• '� !
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES m O— m m O— m❑
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. D �- D m r D D
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE O < • "r': O O p O < O D .�(s�a-♦
OF THE MIDBLOCK CROSSWALK L m _ •' m
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. , •• _
T
TAPER LENGTHS CALCULATED BY FORMULA - �7► • ~�
FROM (MUTCD TABLE 6H-4. i't�� 1•�;�••` • � � �
40 M.P.H. OR LESS: L=WS2 /60 j ;7 �` • • l .� ��L_�{ _
40 M.PH. OR MORE: L=WS Y =�� !� Z a- ' ,• y.� C
L=TAPER LIENGTH(FT) jt'1_ i•ter .� * '
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 1 75' 50' 165' 83' 55' 180' 1 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E03C OF E09
C 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_O1
LEGEND ADDRESS: ® DIG!-lne_
TYPE II SIGN W/HIGH LEVEL POLE LINE RD
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
WORK TRUCK ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER r
g SIGN Oa PARAWEBBING r - TWINID 0898EA 01
-
28"CHANNELIZIN
DEVICE 02 FLAGGER �-ff}� TWIN FALLS ID
F a MATERIAL DESCRIPTION QTY ACTUAL
NOTES: -- `, .r. _ 4. J UJ
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �r j �~ �'V I'�. "'°�•�` _' .~ , '•- - , +
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR .�1► �, � ,�„� +- .� ~ '+ � ��
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.
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... rnrn
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 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
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -- - -
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND p f
COLLECTOR ROADS. ' 'ju W
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF vvuu w
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
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL A - _ -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES D C n Gl y C y 0 O �^ 'Ar.ift _ t
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ _� m O 2*1 =O Y .Y._ ' _�•
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE M 0 r D m, m A r m rn '
OF THE MIDBLOCK CROSSWALK O i O O Z O;K 0 m
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. m - m
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. I -
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT J.
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
'T POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
Cl) POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11//03/233/23 REV
NITIAL SION AM
EV 1 I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 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 E03D OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 1 257' 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: DIGS ne-
TYPEII SIGN W/HIGH LEVEL WASHINGTON ST IN -&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
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) Y a
SHADOW UNIFORMED ~ 0 w
VEHICLE TRAFFIC OFFICER
gSIGN oa PARAWEBBING
2 TWINID 0898EA O1
8"CHANNELIZIN
DEVICE �■ FLAGGER . TWIN FALLS ID
— :� +•+ • + MATERIAL DESCRIPTION QTY ACTUAL
NOTES
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - ---_- .---- - '- I
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"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. rn --
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE B W " 1
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION V
FOR ALL SPEEDS. 1]
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. -z
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 t 1
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN `
PLACE FOR CONTINUOUS DAYS. -
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. ---. ---_- -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. -
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. - ♦THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND .3
SIGNS. _ _ •
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD .i. - - 4r
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 �� •� i r - L �'i
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CC
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 2 C
C --1 T
OF THE MIDBLOCK CROSSWALK m O E:. `•.
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. D ;6
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 LlENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
co POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE SHIFT infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 01/03/23 INITIAL SUBMISSION1 SION AM
11/03/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W6o 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
nI 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
Q 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 E03E 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_0898EA_O1
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST INs,.a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL •'
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED NaoM • ~'
VEHICLE TRAFFIC OFFICER A1flLln •
g SIGN Oa PARAWEBBING {
TWINID 0898EA 01
28"CHANNELIZIN FLAGGER z TWIN FALLS ID
DEVICE ~�
• L
f � 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 1NDRi
=S�W/60,S-SPEED,W=WIDTH `•
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII. x
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. �J
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. +
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
4
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I
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 y `�
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 r A
THE SAME ROAD. ,ill •+�
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. ' •
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
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 •�
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. .. m� ura
40 M.P.H. OR LESS: L=WS2 /60 WORK
40 M.PH. OR MORE: L=WS
Y'
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
BUFFER ZONE
POSTED 10' OFFSET I OFFSET 12' OFFSET on a Mission
0 POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
e SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
DATE DESCRIPTION INITIAL Q
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 01/03/23 INITIAL SUBMISSION1 AM
11/03/23 REV I WDD
30 200' 150' 1 75' 50' 165' 83' 55' 180' 1 90' 60' A B C
35 L -W6o 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
n1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
U1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
Q 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 E03F OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 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_0898EA_01
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL WASHINGTON ST IN -&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
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING a>
mew TWINID 0898EA 01
28"CHANNELIZIN
DEVICE 02 FLAGGER TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: . .�
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ` •S OV3Nv
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR W80M j
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �.,' nlnr�n M'
Of
=S�W/60,S-SPEED,W=WIDTH C7 •'t4
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE f e
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r ` _
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES I.
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL owl- owl!)
FIELD CONDITIONS,ETC... 3NV 1 iN�in
ALL DEVICES CONFORM CURRENT MUTCD.
• CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _
CONSTRUCTION CAN BEGIN. _ f
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ]
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 11 I VAM
AHEAD
PLACE FOR CONTINUOUS DAYS. 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 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. .jam �1i
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ,j!! ` Tom•
RESTRICTION TO THE FIRST SIGN. _•h•
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f i. 4
SIGNS. _THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ; ,S
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 7�1
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). H
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 l
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 uTID.Y
40 M.PH. OR MORE: L=WS - w AHEEAA
D
L=TAPER L1ENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
co POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 NITIALREV 1 SION AM
/3/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W6o 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
0` 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST INs,.a;,
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
ARROW PANEL A Y a
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 01
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
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.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ 17rr
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. •
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES =F y
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL m O'-
FIELD CONDITIONS,ETC... x .s�.:► _
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. I l
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - RIGH7 LANE
PLACE FOR CONTINUOUS DAYS. - CLOSED
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME AHEAD
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. .
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ,
RESTRICTION TO THE FIRST SIGN. • �•
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND -�• • UTILITY
SIGNS. WORK
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD1 AHEAD
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 FEATURESr
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. RIGHT LANE
CLOSE❑
TAPER LENGTHS CALCULATED BY FORMULA llllilllli HEgD
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
Vy unurr '
L=TAPER LlENGTH(FT) WORK
AHEAD
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
'T POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
Cl) POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 INITIAL SUBMISSION1 SION AM
11/03/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 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 E03H OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 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_0898EA_01
LEGEND ADDRESS: DIGS Ine-
TYPEII SIGN W/HIGH LEVEL WASHINGTON ST INs,.a;,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
1111111011 MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) '
SHADOW UNIFORMED All `
VEHICLE TRAFFIC OFFICER �•
g SIGN Oa PARAWEBBING
TWINID 0898EA 01
28"CHANNELIZIN FLAGGER f
DEVICE ~� 1 TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ,T•
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 ✓t
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - •
AND ACCESS RADII. T
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE •
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES I
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ■■■
FIELD CONDITIONS,ETC... • t-�- r
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. IL •
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ♦' RIGHT LANE
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • CLOSED
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN AHEAD >Y O
PLACE FOR CONTINUOUS DAYS. �r I f �K w
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ F.3 x
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ti C
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
r
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -
COLLECTOR ROADS. -
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). I arm IN I
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL y Dr W -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. UTILITY
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �'�' WORK
OF THE MIDBLOCK CROSSWALK AHEAD
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 0°,j�
y
40 M.PH. OR MORE: L=WS
L=TAPER LlENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
BUFFER ZONE
POSTED 10' OFFSET I OFFSET 12' OFFSET on a Mission
0 POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE InfoOtileontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
DATE DESCRIPTION INITIAL Q
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 06/23/23 INITIAL SUBMISSION AM
11/03/23 REV 1 WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 L -W6o 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
n1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
U1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
Q 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 E031 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 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_0898EA_01
LEGEND ADDRESS: DIG"-IlA_EY_
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST IN
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 ® (FLASHING ARROW) t� "
SHADOW UNIFORMED j+• OV3HV
VEHICLE TRAFFIC OFFICER raoM
I� AJ nun
SIGN O®PARAWEBBING
TWINID_0898EA_O1
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 aV3HV
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L (msolo
=S' W/60,S=SPEED,W=WIDTH 3NVl 1H91a
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 I�
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM CURRENT MUT
CONTRACTOR SHALL MAINTAIN
TAIN 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
•r
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 e a
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I
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
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - •y _
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 m O
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
DAy .
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. I ly
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS �► �� ` !�; 3
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT a
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50N
BUFFER ZONE
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 1 75' 50' 165' 83' 55' 180' 1 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E03J OF E09
of 65 645' 650' 325' 217' 715'+__58' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 85' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST IN -&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
WORK TRUCK ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN 1111=1=31111111 PARAWEBBING r,
f' TWINID 0898EA 01
28"CHANNELIZIN
DEVICE 02 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-I W OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S�W/60,S-SPEED,W=WIDTH OV3Ntl ,
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION [7350m0
AND ACCESS RADII. f
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE dNVI 1 H
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. I O LU
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. �I ,
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. _
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ,
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). _ 1
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALLO
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES y A y r
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. O < _ •'
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK a
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ,
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. r
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LlENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
co POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE
0 SUGGESTED ADVANCE WARNING SIGN PLACE!El
REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIG 01/03/23 INITIAL SUBMISSION1 SION AM
11/03/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B
35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
n1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE
"1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
Q 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 E03K 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_0898EA_01
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD W
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 ® (FLASHING ARROW) '
SHADOW UNIFORMED l _
Fm VEHICLE TRAFFIC OFFICER
g SIGN ===PARAWEBBING *'-
TWINID—0898EA—
01
28"CHANNELIZING FLAGGER ' K 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 R� - �� } Y ❑
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ••
=S' W/60,S=SPEED,W=WIDTH - _- ,1 O W '4
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 . '1 -•
FOR ALL SPEEDS.CONES SHOWN 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 CURRENT MUT - - ,,• ,c.- ' - -_• _ _ _ _ 1�_ _
CONTRACTOR SHALL MAINTAIN
TAIN 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 -�`•+ t�j- __ 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 • 0 •
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • • •e
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 - -
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - - 1
Fab
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 = :j -
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL m OINCLUDE r
PRESENT IN THETY EXISATURES TING NSISTENT FACILITY.WITH THE FEATURES Q
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _ • • J
TAPER LENGTHS CALCULATED BY FORMULAFROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE SHIFT infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 VITAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E03L OF E09
C 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 80'2 FILE NAME:TDS_TWINID_0898EA_O1
LEGEND ADDRESS: ® k,-a�pmu.:..ne.
.,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD W
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS ,
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID_0898EA_O1
28"CHANNELIZING �■ FLAGGER y 4 `• • — TWIN FALLS,ID
DEVICE
v MATERIAL DESCRIPTION CITY ACTUAL
NOTES:FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. n '
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 '� ` -)C o
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - J ir 'Cr
AND ACCESS RADII. " - O W
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. - _ y ' ` 7• --' - - 3 - -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - - - ..�`•�• `�•'- _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL i - ' ►.- , ,
FIELD CONDITIONS,ETC... • _ • .` lr
ALL DEVICES CONFORM TO CURRENT MUTCD. '- +- - - • _- -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. all -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. r. •t.` , - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. -ANeon • • - - ��
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • t , ,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 • 0
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. _ _ _ 1 -'.J< •.
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 = C = r 2 't
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL O m O --1
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES D r D rn r-
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 0 D
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Z
OF THE MIDBLOCK CROSSWALK m
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 =MLs
40 M.PH. OR MORE: L=WS
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E03M OF E09
C 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 80'2 FILE NAME:TDS_TWINID_0898EA_O1
LEGEND ADDRESS: ® pmu....ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD W
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)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING �•
TWINID 0898EA O1
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION \_
AND ACCESS RADII. - •t/
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 - -qw qb • - -
FIELD CONDITIONS,ETC... moot _
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - •� r
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - W
CONSTRUCTION CAN BEGIN. - ♦z '•'SR! Z
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Q Lu
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM W �� 7 —, (n W }
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �. e• n r �-• • f- O Q
PLACE FOR CONTINUOUS DAYS. _"• �- •� . rl� = J = J O w
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ' ••' ° '• (' V Q
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Yjr - 'V 1 i �'�fR Q
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. _
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. -1
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. L
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD '-
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ,
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. �- _ _ Rdw
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK www r
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.I -
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. r�•,.
40 M.P.H. OR LESS: L=WS2 /60 f. +• .�"'
40 M.PH. OR MORE: L=WS t� ' •
L=TAPER LIENGTH(FT) Jim
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E03N OF E09
of 65 1 645' 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_0898EA_O1
LEGEND ADDRESS: ® pmu,:..ne.
k,-a. .,
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD W
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 7
WORK TRUCK ARROW PANEL ,
® (FLASHING ARROW) -
SHADOW UNIFORMEDFm t
VEHICLE TRAFFIC OFFICER
>r
g SIGN OD PARAWEBBING = s
T W I N I D_0898EA_O 1
28 CDEVICEIZING �■ FLAGGER TWIN FALLS,ID
1 • i� ]
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: ; - - •'•' !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 �� r, •► I r', I N
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH - - �` 1 •' `��.yr
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- . G�
FOR ALL SPEEDS. T•
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... ► `r
ALL DEVICES CONFORM TO CURRENT MUTCD. W
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �' �' T. .� - Z ' !
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE qp J 11.1 Q } Q k -
CONSTRUCTION CAN BEGIN. • •� . • � r _j Q = Q
A.♦
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ' - - I J -••1 LLI qlt J
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM a („) Q O = 4 •4t
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Q
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. ,y
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
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 • College
a r ,
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). N College
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 ���� r��.
OF THE MIDBLOCK CROSSWALK •t ti- '• - �•.
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA �y{`• f �• 4 �'�j�f'_
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 ,
40 M.PH. OR MORE: L=WS
y '
L=TAPER LIENGTH(FT) =Z
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED LANE MERGE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35. 1 15' 57' 38' 125' 63' DISTANCE BETWEEN SIGNS(FEET)42' ROAD TYPE 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55 180' 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E030 OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_O1
LEGEND ADDRESS: ® pmune.
zJt
TYPE II � SIGN W/HIGH LEVEL POLE LINE RD
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 �i,. �•
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm
Y `
VEHICLE TRAFFIC OFFICER • �'�' ���' -
WIN I
g SIGN OO PARAWEBBING r
TWINID_0898EA_01
28"CHANNELIZING �■ 1 �i p W
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... 0
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �- •T •
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ y�
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 _ e
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF y
THE SAME ROAD. . m
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. O D `
y r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF H �
RESTRICTION TO THE FIRST SIGN. S 0
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f
SIGNS. m y _ ,�
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD fT
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ p - �•r.��
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). 4•
s J
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - ` . `
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �T ♦�, •_-�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - S/ +1� (
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �F[� ��•r ��
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. C '1
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)
.:.
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT �.
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
1p
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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
of 65 1 645' 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_0898EA_O1
LEGEND ADDRESS: ® DIG!-lne-
TYPEII SIGN W/HIGH LEVEL POLE LINE RD
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
WORK TRUCK ® W PANEL
(F(FLARRASHING ARROW) 1 1 J 1 1
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 01
28"CHANNELIZING FLAGGER TWIN FALLS ID
DEVICE ~�
■ ■ MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
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.
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 CONES^n
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,
ACTUAL Ill'3f1f�:1J'71
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF U3S010
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND WIVM301S
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •+— -- -
RESTRICTION THE FIRST SIGN.THE B ~ 1 "
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 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)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT s
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
co POSTED BUFFER ZONE 10' OFFSET I F OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
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
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 NITIALREV 1 SION AM
/3/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -`"60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 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 E04A OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 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_0898EA_01
LEGEND ADDRESS: ® pmune.
zJt
k,-a..:...,
TYPE II � SIGN W/HIGH LEVEL POLE LINE RD
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 � //�•}� rnrn
WORK TRUCK ® (FLASHING ARROW) 4?ll# 9 W
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID_0898EA_01
28 CHANNEL DEVICE(ZING �■ FLAGGER �d w 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 -
ANDACCESSRADII.
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 l}Gl a
FIELD CONDITIONS,ETC T Cz]�
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ab
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK
COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD a3SO1^
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND )I1hfM3UJIS i
COLLECTOR ROADS. • ,•�;
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •_
RESTRICTION TO THE FIRST SIGN. 1 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 4
SIGNS. . • ' ♦� •• ,yr -t
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • �• �R7- -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -��• ��n,
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. 1 L •. � _
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1 •` w :�
OF THE MIDBLOCK CROSSWALK +•, , �e • y
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - �_ i,, •
TAPER LENGTHS CALCULATED BY FORMULA '� i •„1 , ♦ �.• +�: , �•~
FROM (MUTCD TABLE 6H-4. � �� ���__`_ � ,. •�,. �'Zj��-�� r. ` �t
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS J�•,•? �1
L=TAPER LIENGTH(FT) • . .��� •
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT • _' •'
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
1p
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E04B OF E09
of 65 1 645' 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_0898EA_O1
LEGEND ADDRESS: ® DIG!-lne_
TYPE II SIGN W/HIGH LEVEL POLE LINE RD
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
ARROW PANEL ��� •vu w
WORK TRUCK ® (FLASHING ARROW) S
SHADOW UNIFORMED b
VEHICLE TRAFFIC OFFICER 1
g SIGN 1111=1=31111111 PARAWEBBING - -
TWINID 0898EA 01
28"CHANNELIZIN
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-I W OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L I
=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
COND,
TIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. • ' ! ,.,^,•
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC... -
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE --•- - --- - • '� -
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL .
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �.
PLACE FOR CONTINUOUS DAYS. - • Oak, ,
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME .. W
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. O Lu 0 m
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. . V = - O D
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
J
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 0 m 0
SIGNS. . W V ;13 O
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 0 m N
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . N m
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ 0
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. ,.•7 `� • M ^ �� -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •
OF THE MIDBLOCK CROSSWALK '�J`'�a • ' , . ,
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - _w 6 • � • —�
TAPER LENGTHS CALCULATED BY FORMULA �+ r.i • �� w
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) �� • � _ '� t
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
Cl)
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11//03/233/23 REV
NITIAL SION AM
EV 1 I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 1 90' 60' A B C
35 L -`"60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
nI 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
Q 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 E04C OF E09
00
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' 1 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: ® pmune.
TYPE II � SIGN W/HIGH LEVEL zJt
POLE LINE RD
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 //77�� �-�..,(}}-�n{�,., ryy�
WORK TRUCK ® (FLASHING ARROW)Fm
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER `
g SIGN OD PARAWEBBING
TWINID 0898EA O1
28"CHANNELIZING FLAGGER T 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' TRAFFIC
FI=SPEED, L DEVICH
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 [/•5�� ��rMJ�'77
FIELD CONDITIONS,ETC...ALL DEVICES CONFORM CURRENT MUTCD. J
CONTRACTOR SHALL MAINTAIN
TAIN 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 -. r
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM '•
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ... •.•t L
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ` Q3SO1J P t THE SAME ROAD. -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND N-lVM341S
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
�w
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r • -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ��� t 1` •• ♦ ��i• j • �` 1
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL r • ••'�� I'• • r' .` -
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES M'•,' • • • `' . I •
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. •-. - - �,� • {� `�`it �
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - • y • _ • • _
OF THE MIDBLOCK CROSSWALK _ . •• V ' ,� • • r • , [ • -*
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. : ••+ , ` t • •,
TAPER LENGTHS CALCULATED BY FORMULA 1i�� � •Lr• �; ,• i _
FROM IMUTCD TABLE 6H-4. �� �jj• '"33
40 M.P.H. OR LESS: L=WS2 /60 '
40 M.PH. OR MORE: L=WS (�I= a f
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
1p
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E04D OF E09
of 65 1 645' 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_0898EA_O1
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL zJt
POLE LINE RD
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 ® (FLASHING ARROW) __ _ -_. ..r •-rK•sY-. �r�.-r+�
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID 0898EA O1
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. - 0
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. \
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - — -- - - '
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - • - '�
aIIIIIIIIIIIIIIINI
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _
PLACE FOR CONTINUOUS DAYS. Or
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •� ti t J -
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. r
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF Q75� J�J .. .,
THE SAME ROAD. VV y - - - _ - -- - - -
M UST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND J1�VM3aIS -'
COLLECTOR ROADS. • {
0
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 * now -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). . • - 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.
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. r
40 M.P.H. OR LESS: L=WS2 /60 f
40 M.PH. OR MORE: L=WS '
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT . r
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
1p
BUFFER ZONE
POSTED 10' OFFSET 1 l' 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 % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E04E OF E09
of 65 1 645' 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_0898EA_O1
LEGEND ADDRESS: ® D_lf k siG_&;un_�_R_
Ca
TYPE II � SIGN W/HIGH LEVEL POLE LINE RD
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS J
ARROW PANEL •a-
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFIIsm
CER
g SIGN OD PARAWEBBING /
TWINID 0898EA O1
28"CHANNELIZING �■ FLAGGER * TWIN FALLS,ID
DEVICE
'rllY�l4 MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �� ���TR�'1�'M 1�/VYrSyr"�Y- i
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR -
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L '
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _
AND ACCESS RADII. „ter�,p,�t ,w�., r �.�,�� �+.a+ 'icr•• -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 r `�
FIELD CONDITIONS,ETC... Ya xa•a��•��
ALL DEVICES CONFORM TO CURRENT MUTCD. • � ' yrI
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - - _ w • ,
CONSTRUCTION CAN BEGIN. •1 �_ - � �_ zJikL
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
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. _ 1 '� i
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . •ti�
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r /K • \ qp- ~
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - 03S+O,o
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ♦ r •
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -4
�I1b'M341S - -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK-a
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)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
00
TILSON
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
1 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 NInAL REVSUB I sION A
/3/23 REV WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' <320' 160' 107' 35 MPH
C) 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09
of 65 645' 650' 325' 217' 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: ® DIG!-lne_
TYPE II SIGN W/HIGH LEVEL POLE LINE RD
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
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED �" `� • !'t
VEHICLE TRAFFIC OFFICER ' r
g SIGN Oa PARAWEBBING - -'
28"CHANNELIZING
4 TWINID 0898EA 01
DEVICE 02 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. ; t
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEED$.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - Tom• J-
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL x.. ' - •I�
FIELD CONDITIONS,ETC... t ♦ J
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
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. r y 1.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME !' - •• h _ 0
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Q•
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF i SO GQ•
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND t
SIGNS. '
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD /
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-SIGN SERIES I' -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR v �� :f• . -�'
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �� v�' �' *!�►. �♦ -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ♦ - _ -
OFTHEMIDBLOCKCROSSWALK •- -�� Jr
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ir
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 LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
Cl)
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 01/03/23 INITIAL SUBMISSION1 SION AM
11/03/23 REV I WDD
30 200' 150' 1 75' 50' 165' 83' 55' 180' 1 90' 60' A B C
35 L -`"60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
n1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
U1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
Q 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 E04G OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 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_0898EA_01
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST IN
WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED w
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL
WORK TRUCK (FLASHING ARROW) "1+:
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER ��L • �,_ —
g SIGN OO PARAWEBBING
28"CHANNELIZING TWINID_0898EA_01
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 1
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL I '
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF to
THE SAME ROAD.
O
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
N r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF x
S
RESTRICTION TO THE FIRST SIGN. m �
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND m N
SIGNS. m
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
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 LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50IN
BUFFER ZONE
POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL SUBMISSIONI WDD
sION A n
/3/23 REV
30 200' 150' 1 75' 50' 165' 83' 55' 180' 1 90' 60' A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E04H OF E09
of 65 645' 650' 325' 217' 715'+__58' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 233' 770' 85' 257' 840' 420' 280' FFILENAME:TDS_TWINID_0898EA_O1
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST IN -&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
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED r
VEHICLE TRAFFIC OFFICER yoy�a
o
SIGN Oa PARAWEBBING ��P`� `��
y\o oyy� �. TWINID 0898EA 01
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
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.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. P
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. 1 -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. �• '
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - �_ •7" v.. �a
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 s
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 '" 'IL
THE SAME ROAD. -.. -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND r
COLLECTOR ROADS. �• I- •
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 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). -
r
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.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • �'
OF THE MIDBLOCK CROSSWALK _ ) �• i
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. motif�y -��.••��A
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. Y
40 M.P.H. OR LESS: L=WS2 /60 �`; W o
lu
40 M.PH. OR MORE: L=WS U)
L=TAPER LlENGTH(FT) '^""'0,1'.
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT :.
ft- MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11//03/233/23 REV
NITIAL SION AM
EV 1 I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 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 E041 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_0898EA_O1
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST INs,.a;,
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
® (FLASHING ARROW)
SHADOW UNIFORMED �• eJ
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 01
28"CHANNELIZIN 02 FLAGGER Y +, ', TWIN FALLS ID
DEVICE
NOTES:
MATERIAL DESCRIPTION QTY ACTUAL
��. N .;'
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"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ~- • ,
=S�W/60,S-SPEED,W=WIDTH
C CD
CD
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE "'!•
CONSTRUCTION CAN BEGIN. r
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL }
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM {`
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. `
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND m { �3•
COLLECTOR ROADS. p �-
n �
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF w y y ,•
RESTRICTION TO THE FIRST SIGN. m J
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND m Q y
SIGNS. v p W p -
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD O1 G
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES M
(a Sol
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). zy�
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR y ��•r"
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 1
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) .w
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT - _ w Cr.
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
Cl)
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsont•ch.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 06/23/23 INITIAL SUBMISSION AM
11/03/23 REV 1 WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 L -W6o 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
n1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
U1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
Q 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 E04J OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 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_0898EA_01
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST N
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED r •�
\= OF TRAFFIC 0 WARNING SIGNS '
W ® ARROW PANEL
WORK TRUCK �.,
(FLASHING ARROW)
SHADOW UNIFORMED i e`
VEHICLE TRAFFIC OFFICER
g SIGN O®PARAWEBBING
TWINID_0898EA_01
28"CHANNELIZING �
DEVICE �■ FLAGGER _ TWIN FALLS,ID
NOTES MATERIAL DESCRIPTION QTY ACTUAL
: � � ! ' �,
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1 ;. • f
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 IL
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. 1
f
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL SIDEWALK CLOSED
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _ll� L --
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN CROSS HERE
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
THESAMEROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. via
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
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 •
e•r
L=TAPER L1=NGTH(FT) ...�
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ' • `
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50N
BUFFER ZONE
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L % L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE
o REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 INITIAL SUBMISSIONI sION AM
11/03/23 REV 1 WDD
30 200' 150' 1 75' 50' 165' 1 83' 55' 180' 1 90' 60 A B C
L =WS2
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
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH SIZE B SHEET: NTS
w' 55 L __ WS 495' 550' 1 275' 183' 605' 1 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E04K OF E09
o1 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_0898EA_01
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST IN -&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
WORK TRUCK ARROW PANEL f f
® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 01
28"CHANNELIZIN FLAGGER _ TWIN FALLS ID
DEVICE ~� _
� MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �� •MIS
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L t}
=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 O> `CS
FOR ALL SPEEDS. JJj�b 0
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUALO�S
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 7.
THE SAME ROAD. •.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND •-
COLLECTOR ROADS. nT r
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. 1
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
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES .
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. • LL
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 LlENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ;� t►-
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
co POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
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
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 NITIALREV 1 SION AM
/3/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 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 E04L 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' 1 233' 770' 385' 1 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: 131WIlle-
TYPEII SIGN W/HIGH LEVEL WASHINGTON ST IN -&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 .; •`�
ARROW PANEL �.
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 01
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR
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.
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.
�M
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 n N
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r m
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME m D
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 7C
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND L• -
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
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 l�
OF THE MIDBLOCK CROSSWALK y - -
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA `d
FROM IMUTCD TABLE 6H-4. �4• • ��
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS '• "� L
L=TAPER LlENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
co POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
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
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 NITIALREV 1 SION AM
/3/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L -W6o 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
nI 45 360' 450' 225' 150' 495' 1 248' 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
Q 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 E04M OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 26( EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2 70 730' 700' 350' 1 233' 770' 385' 1 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: 131Wf1ER
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST INs,.a;,
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
WORK TRUCK ARROW PANEL
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING ,
TWINID 0898EA 01
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: U� A
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR _ y'
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L D
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION IiI1NiIII ` ,
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. w� •ti-
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 r' • -
PLACE FOR CONTINUOUS DAYS. ` • �.- b�'
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I •_
BE LIMTED 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.
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
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. r ��
•
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF �
RESTRICTION TO THE FIRST SIGN. r SIDEWALK CLOSED
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. _ //�'J - CROSS HERE •
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). C
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. ••,.1 m.
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 CheneyD
FROM IMUTCD TABLE 6H-4.
was
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LlENGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
BUFFER ZONE
POSTED 10' OFFSET I OFFSET 12' OFFSET on a Mission
0 POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11//03/233/23 REV
NITIAL SION AM
EV 1 I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 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 E04N 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_0898EA_O1
LEGEND ADDRESS: DIGS ne-
TYPE II SIGN W1 HIGH LEVEL WASHINGTON ST IN -&VI
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 0 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
W ARROW PANEL
WORK TRUCK
® (FLASHING ARROW) - __ �•
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN ==C=PARAWEBBING
28"CHANNELIZIN t® TWINID_0898EA O1
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=I W OR 383H SS080 —'
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -
=S�W/60,S=SPEED,W=WIDTH 035010 NltlM3015
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 7
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1
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 7-
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. .•� v+�i
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND • -- �• r -
COLLECTOR ROADS.
321JH SS043
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -------1 S
RESTRICTION TO THE FIRST SIGN. 03501a N1VM3018 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. y' '
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
•
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR f '
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL '
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES `,• !r�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 61-1-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS - •
L=TAPER L-ENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
BUFFER ZONE
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET on a Mission
o POSTED SPEED SPEED FOR SIDEWALK CLOSURE T. (207) SnfoOtilsontech91-6427 F. 20om772-3427
POSTED SPEED L %2 L % L L % L % L L %2 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
C DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 0/3/23 INITIAL SUBMISSION AM
11/0 REV13/23 REV I WDD
30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 1 107' 35 MPH
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
"1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH SIZE B SHEET: NTS
<1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220 RURAL 500 500 500 SIZE D SHEET: NTS
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E040 OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280 FILE NAME:TDS_TWINID_0898EA_01
LEGEND ADDRESS: ® pmu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL WASHINGTON ST INBARRICADE 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)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
i TWINID_0898EA_01
28 CDEVICEIZING �■ 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=W5,SPEEDS<45:L ! I,
=S' W/60,S=SPEED,W=WIDTH >P�
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION (j
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION f -.
FOR ALL SPEEDS. 3b3H SSObD Ifff}�Y L
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES , �~f - +'•"
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 03Sp1D M1VM301SIt • '
FIELD CONDITIONS,ETC... ' •�_f
ALL DEVICES CONFORM TO CURRENT MUTCD. j•`• -
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. '
SIDEWALK CLOSED
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL -i
CROSS HERE
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:OOPMRd W
fl
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.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. 4.
` ?
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. 3b3N SSOb� t//, �•
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 03SO�D N1VM3OI5
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 27N
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. --
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE s
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ..-
I
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) lz
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TIL50N
BUFFER ZONE
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
0 DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 11/03/23 INITIAL REV I WDD
SUBMISSION A
/3/23 REV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 A B C
L =WS2
3 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
ul 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
wl 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 E04P OF E09
of 65 1 645' 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_0898EA_O1
LEGEND ADDRESS: ® DIG"-IAER
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD W
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
WORK TRUCK ARROW PANEL �.
(FLASHING ARROW) J
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
28"C - . _ - _ ._. TWINID 0898EA O1
HANNELIZIN
DEVICE �■ FLAGGER fG TWIN FALLS ID
41
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: —FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 'l
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'ORS„
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 FF.SPACING FOR INTERSECTION _
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
tr
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. E
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN. - -"
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL N college Rd VW N College Rd W IN College Ad w N -
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 4350�0
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �'m )1lVM3OIS
THE SAME ROAD. -
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND c D V �3>IM301g
COLLECTOR ROADS. x . `
1 � ,
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF '1
RESTRICTION TO THE FIRST SIGN. ,.r..,• �� o c
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f 1TI
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
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES -
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. r IISO
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.
c
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. Iz
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 .,. -
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
TILSON
POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission
0 POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED SIDEWALK CLOSURE infoOtileontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS
Q DATE DESCRIPTION INITIAL
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 11/03/23 INITIAL SUBMISSION1 SION AM
11/03/23 REV I WDD
30 200' 150' 75' 50' 165' 83' 55' 180' 1 90' 60 A B C
35 L -W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH
0I 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
Q 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
0' 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04Q OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
2
70 730' 700' 350' 1 233' 770' 385' 257' 840' 420' 280' I I FILE NAME:TDS_TWINID_0898EA_01
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)�tipM A. I FtJAD WORK TWINID 0898EA Ol
OYON 1 TWIN FALLS,ID
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(optional)
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avow
iNYI ENO 50 to 100 ft
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1A TRAFFK
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aN3 6
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SIZE B SHEET: NTS
9 ROAD
a WORKSIZE D SHEET: NTS
ib A.HEAD SHEET E05 OF E09
0
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4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
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C nn DATE DESCRIPTION INITIAL
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� � /03/23 REV 1 WDD
6H-31or the meaning i
3 of the syntibols anWor - t ROAD
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0
a SIZE D SHEET: NTS
co
co SHEET E06 OF E09
0
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HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585
Hlgh-Speed Highway (TA-32)
TWINID 0898EA 01
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0
DATE DESCRIPTION INITIAL
C
w + 06/23/23 INITIAL SUBMISSION AM
o �Mt 11/03/23 REV 1 WDD
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Nola: Sea Tables 6H-2 and 614-3
3 for the meaNK of the
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SIZE B SHEET: NTS
0
w 00 Typical Application 32 SIZEDSHEET: NTS
00 SHEET E07 OF E09
0
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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 0898EA 01
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B t
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112LMIN
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C
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Nola: Sea Tables 6H-2 and 614-3
3 for the meaNK of the
U symbols and+or latter t t ROAD
Co) Codes used in this figure, AHEAD SCALE
SIZE B SHEET: NTS
0
w co Typical Application 32 SIZEDSHEET: NTS
co SHEET E08 OF E09
0
Z FILE NAME:TDS TWINID 0898EA 01
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
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lane Ines should b6
removed between the
o ROAD crosswalk lines. REVISIONS
C NQRK DATE DESCRIPTION INITIAL
ul� - See Tables 61-1-2 and 81-1-3 06/23/23 INITIAL SUBMISSION AM
a ANEAD for 1ho meaning of the 11/03/23 REV 1 WDD
symbyois anchor letter
codas used in this figure.
U
o SCALE
oI Typical Application 29 SIZE BSHEET: NTS
a SIZE D SHEET: NTS
co
co SHEET E09 OF E09
0
Z FILE NAME:TDS TWINID 0898EA 01