HomeMy WebLinkAboutTWINID_0898GA_02_TCP_REV1 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 02
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
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® DirAy e,
c.7lMore vu;,Jq'
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN MADRONA STREET COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. FALLS AVEUNE ARTERIAL
FILER AVENUE COLLECTOR
TWIN I D_0898GA_02
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
ARTERIAL ROADS
PROPOSED CONDUIT ICOLLECTOR ROADS
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e e Stadium Blvd
Stadium Blvd a
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9Van a I d o in v n a Sun
tic S Hills rar
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p ' Heybur Ave E 3 - Nrolc' Oir s ay
z- T. (207) 591-6427 F: (207) 772-3427
I a n Hillcresi�, 5C /jar Np0 Cafsl a5 whlspet'�9 Pine Dr infoOtilsontech.com
o
o � REVISIONS
Shoup Ave E a DATE DESCRIPTION INITIAL
' 12/30/22 INITIAL SUBMISSION RNC
o y I - reau of Land Management,Esn,HERE,Garmin,GeoTechnologies,Inc.,NGA,USGS ITD
I I t
-- -- --
SCALE
N I SIZE B SHEET: NITS
IL- — — — — — — — — — — — J SIZE DSHEET: NTS
- SHEET E02 OF E09
0
z
FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: DIG,i(f&
TYPE II SIGN W1 HIGH LEVEL FALLS AVENUE, o�aa
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 r'
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) t y ti F
SHADOW UNIFORMED kt, — *=
VEHICLE TRAFFIC OFFICER ` '• 't * - J!
g SIGN PARAWEBBING st • r talr- E�7
TWINID_0898GA_02
28"CHANNELIZING )
DEVICE ~� FLAGGER ?. d TWIN FALLS ID
n..,
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 _ +•4 �^
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ';�.� *_
S�W/60,S SPEED,W WIDTH tal.
'YPLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTIONAND ACCESS RADII. ! . :,
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • : �• ,flf� '� '
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... f
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. 7
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. 1 11 u
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r
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 ,r
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. y y
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 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 !_ +�. 2': _ I" 1•
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ► 1r "�` - y` __ • �-_!'- �?
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •, 'r ['J+ -,R�
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - 1 i • r +OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r ,.� C•
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
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
BUFFER ZONE On a Mission
z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
G POSTED SPEED FOR T.- (207) 591-6427 R (207) 772-3427
o SPEED POSTED SPEED LANE CLOSURE lnfoftlsontech.com
o L %2L % L L % L % L L %2L %3L NOT DRAWN TO SCALE
REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
C
3 DISTANCE BETWEEN SIGNS (FEET) 12/30/22 INITIAL SUBMISSION RNc
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE -- —
30 200' 150' 75' 1 50' 165' 83' 55' 180' 90, 60' A B C
L =WS2
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — --
a 60 100 100 100 --
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
~I 45 360' 450' 225' 150' 495' 248' 165 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH SIZE B SHEET: NTS
Q 55 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' SIZE D SHEET: NITS
0 L = WS RURAL 500 500 500
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
01 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:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
MADRONA STREET,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/L� DIRECTION ADVANCED M
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL DV3HV
WORK TRUCK ® NLIOM
(FLASHING ARROW) Alllllfl
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING CL
TWIN I D_0898GA_02
28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID
~� �I
r MATERIAL DESCRIPTION QTY ACTUAL
NOTES: _
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. K
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 oil
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 BIKE LANE
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CLOSED
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
Li
PLACE FOR CONTINUOUS DAYS. sRnRE
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL THE ROAD
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM y O
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN J W
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
RIGHT LANE
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF CLOSED
RESTRICTION TO THE FIRST SIGN. I 100'
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 t
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 urlLlrr
WORK '
Q L=TAPER LIENGTH(FT) AHEAD
m W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, 09-
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS I Y
WORK TRUCK ® ARROW PANEL
(FLASHING ARROW) Gtl3Htl 5 `
SHADOW UNIFORMED Haonn
VEHICLE TRAFFIC OFFICER unlin
g SIGN OD PARAWEBBING
�I TWINID_0898GA_02
28"CHANNELIZING
DEVICE ~� FLAGGER San LarueTWIN 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 d
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSIONFOR ALL SPEEDS. _CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONESREQUIRED 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. .•Y
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. fIF
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
PLACE FOR CONTINUOUS DAYS. "L' BIKE LANE
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME CLOSED Mr
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD -r
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. •
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF `
RESTRICTION TO THE FIRST SIGN. 7THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •+,1..�y. .
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD RIGHT LANE
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -n ,CLOOSOED ; �Q,FO
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 FEATURESy
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ ,�-
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK Granada D,
I •
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t'
05
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
unuTr
< L=TAPER LIENGTH(FT) WORK
m W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT AHEAD
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
CL
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o'
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09
0 65 1 645' 1 650' 325' 217' 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, 09-
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
W ® ARROW PANEL
WORK TRUCK Otl3Ntl
(FLASHING ARROW) NiIOM
SHADOW UNIFORMEDFm All�llfl
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING All
28"CHANNELIZING TWINID_0898GA_02
DEVICE ~� FLAGGER TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. AJI
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L at
=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 Jhj
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. 1
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 RIKE LANE
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF NOR
THE SAME ROAD. CLOSED
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND SHARE
COLLECTOR ROADS. rHE nono
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 RIGHT LAN
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES CLOSED
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 100'
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MI DBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �.
RL
TAPER LENGTHS CALCULATED BY FORMULA e:
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 _
40 M.PH. OR MORE: L=WS UTILITY
WORK '
Q L=TAPER LI=NGTH(FT) AHEAD
m W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
CL
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o'
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09
0 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
MADRONA STREET,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK
ARROW PANEL ❑V3HV
® >taonn
(FLASHING ARROW) anon
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING _,av
TWINID_0898GA_02
28"CHANNELIZING
DEVICE ~� FLAGGER t TWIN FALLS,ID
;n
MATERIAL DESCRIPTION QTY ACTUAL
NOTES
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 'll
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR p
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION , 10
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES lz
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. 'I
, 1
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 INAN
`
PLACE FOR CONTINUOUS DAYS. BIKE LANE
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CLOSED
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN SHARE
PLACE FOR CONTINUOUS DAYS. _ - rHE aono
CONSTRUCTION AY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 1"
THE SAME ROAD.
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFF l
RESTRICTION TO THE FIRST SIGN. , L•'4.+ RIGHT LANE _ y
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND CLOSED
SIGNS.
100'
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 l
1
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES c ii
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �. (]s �,,•w �,
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r_
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 Y UTILITY '
Q L=TAPER LIENGTH(FT) WORK
HEAD
m W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
CL
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09
0 65 1 645' 1 650' 325' 217' 715' 1 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
MADRONA STREET, c.rrteio=� .•
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS OV3HV
WORK TRUCK ® ARROW PANEL A rl n
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWIN ID 0898GA 02
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 3ND3SO1D
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION V11HJIi1
FOR ALL SPEEDS. ,
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES awl
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 4+ rr
FIELD CONDITIONS,ETC... '7 1
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 (. 0313010 - r�
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 3NV13NI8
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ..
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. _
MUST ALLOW I 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. , A.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD I I I I
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 �•J,�_.•
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. r .--�.,,j
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. •`•�
t �
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 UTILITY '
Q L=TAPER LIENGTH(FT) AHOEAD
00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
6
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 581-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
CL
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o'
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09
0 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, 09-
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
WORK TRUCK
ARROW PANEL Otl3Htl
® NaoM
(FLASHING ARROW) Alniln
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID 0898GA 02
28"CHANNELIZING FLAGGER ITWIN FALLS,ID
DEVICE ~�
r " 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 .00�
FOR ALL SPEEDS. 03SO10
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 3NVl 1H0121 ".I •
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 4
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 oroa aNi
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 03SOlQ
PLACE FOR CONTINUOUS DAYS.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL __ 3Ntll 3NI8
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM C,='
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION AY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ,�—
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -
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 r
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
IL wl
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 '
uriury `'
Q L=TAPER LIENGTH(FT) AHEAD t '
co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL MADRONA STREET, 09-
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS aV3HV
Nuom
WORK TRUCK ® ARROW PANEL A.Lnun
(FLASHING ARROW)
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
l TWINID_0898GA_02
28"CHANNELIZING FLAGGER ,I TWIN FALLS,ID
DEVICE ~�
' MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.
FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L —
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
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. ,OOL -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 03SO10
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 3Ntl11HOIM
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. .i
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 / 1
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 0woa 3sl
PLACE FOR CONTINUOUS DAYS. sevHs
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ❑3SO-10
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM V.,
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 3NV1 3NIH
PLACE FOR CONTINUOUS DAYS. ti
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
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. .r
40 M.P.H. OR LESS: L=WS2 /60 ww
40 M.PH. OR MORE: L=WS UTILITY
WORK '
Q L=TAPER LIENGTH(FT) AHEAD
00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
BUFFER ZONE
POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED LANE CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
Q -- -- --
60 <_35 MPH 100 100 100
o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 1 300' 200' >-40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
MADRONA STREET, c.rrteio;r ..
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED -
\= OF TRAFFIC 0 WARNING SIGNS t, '
W ® ARROW PANEL
WORK TRUCK
(FLASHING ARROW) 3a3xssoa, � ♦ ��. 1 Y
Fm SHADOW UNIFORMED a3so o Bois
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
.-+• ' 1 TWINID_0898GA_02
28"CHANNELIZING �■ FLAGGER Y —� 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 - 1 t' ��•. _ ,
=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 C-� r ;••
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
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Y
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
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 {5\}
PLACE FOR CONTINUOUS DAYS. \ "" t ♦• ♦ ¢yp� :�� r
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ;o •\R 'JC.1� .
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r o
THE SAME ROAD.
�
MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND . A- -
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. C '.
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). ! _ E •'� ,i^4� 4
�- r•,
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR t '-
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .��
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
R6 PARKIN HALL BE PROHIBITED FOR LEAST FEET IN ADVANCE
3uw
CURB G S O 0 S SO C o
OF THE MIDBLOCK CROSSWALK . - 4J' 0 ° , •�-•
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
r ,
FROM (MUTCD TABLE 6H-4. -
40 M.P.H. OR LESS: L=WS2 /60 �,
40 M.PH. OR MORE: L=WS
Q L=TAPER LIENGTH(FT)
< W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
BUFFER ZONE -
POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED SIDEWALK CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
11 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS
ol
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 E04 OF E09
0 65 645' 650' 325' 217' 715' 358' 238 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
= 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
LEGEND ADDRESS: ® DIGIIIne.
TYPE II SIGN W/HIGH LEVEL C1,95
MADRONA STREET,
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS _
WORK TRUCK ARROW PANEL if
® (FLASHING ARROW)
SHADOW UNIFORMEDFm ;
VEHICLE TRAFFIC OFFICER
SIGN ==C=M PARAWEBBING r'
I
�• � ti,�: TWINID_0898GA_02
28"CHANNELIZING -,
DEVICE ~E FLAGGER �,] TWIN FALLS,ID
fso .2f�a MATERIAL DESCRIPTION QTY ACTUAL
NOTES: a3soi�
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 a°w
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • ; " '
AND ACCESS RADII. w -•
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 • '.4I J '=��- '
FIELD CONDITIONS,ETC... ' - �► �: _ALL DEVICES CONFORM TO CURRENT MUTCD. 6 r
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r r 'r 1 ,'"�' -1 .,.• /'•i„ �''
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE j _ '. _ '•
CONSTRUCTION CAN BEGIN. _ ! IP
IN
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 `� 1�•
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 ��
AR
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
M40—
UST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. _
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF \ W
RESTRICTION TO THE FIRST SIGN. -- [
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND z
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 0 - _
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r` - •� �'
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. r�"' ` •«�`
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ✓; {� '• "
` T..
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
l ~�
TAPER LENGTHS CALCULATED BY FORMULA - •. J
FROM IMUTCD TABLE 6H-4. �f ypr
y•. v
40 M.P.H. OR LESS: L=WS2 /60 SIDEWALK CLOSED w
40 M.PH. OR MORE: L=WS La
L=TAPER LI=NGTH(FT) Filer Ave E—Z—,- Filer-Ave-W Filer Ave F
m W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
0
co
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POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET
o POSTED SPEED
o T. (207) 591-6427 F: 772-3427
SPEED SIDEWALK CLOSURE
POSTED SPEED info®tilsontech.coh.com
o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE
q REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)
12/30/22 INITIAL SUBMISSION RNC
X ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
L =WS2 --
CL
Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- --
60 <_35 MPH 100 100 100
o'
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'
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�' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
cc
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_02
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU ,
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DATE DESCRIPTION INITIAL
C 12/30/22 INITIAL SUBMISSION RNC
x We: See Tables 6H-2 and � ---- ---- ----
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041 Typical Application 31 SIZE B SHEET: NTS
01
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00
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0
z
3 FILE NAME:TWINID_0898GA_02
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3 } 12/30/22 INITIAL SUBMISSION RNC
C
Q Nota_ S43a Tablas 6H-2 and 6 - -
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00 SHEET E07 OF E09
0
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3 - -
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Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS
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TWINID 0898GA 02
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M*M
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REVISIONS
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✓D1
3 } 12/30/22 INITIAL SUBMISSION RNC
C
Q Nota_ S43a Tablas 6H-2 and 6 - -
QI for the mearir.-g of kha _-- __--
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o SIZE B SHEET: NTS
I
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00 SHEET E08 OF E09
0
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3 - -
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811 or 800-342-1SBS
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rr, GC # TWIN FALLS,ID
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REVISIONS
D - crosswalk lirwas.
DATE DESCRIPTION INITIAL
3: Sea Tables 6H-2 and fiH-3 12/30/22 INITIAL SUBMISSION RNC
i AHEAD for the meanirwg of the _--
1 f synnbols and-'cif letter _--
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001 Typical Applicatlon 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NTS
00
00 SHEET E09 OF E09
0
1_
Z FILE NAME:TWINID 0898GA 02
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