HomeMy WebLinkAboutTWINID_0898GA_09_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898GA 09
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® DML -
Dig Line,Inc.
STREET NAME ARTERIAL / COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE MINOR ARTERIAL
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. EASTLAND DR / N 3100E MINOR ARTERIAL
TWINID 0898GA 09 TF
TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT ARTERIAL ROADS
F - - - - - -- - -- - - - J L _ _
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;t Park Dr
Ave r-
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o w
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rk I "•i Dr Rancho Wzta Ur
l I _ Stadium Blvd
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w,l aY
I Concordia � _
z � TILSON
On a Mission
T. (207) 591-6427 F. (207) 772-3427
InfoOtIIsonte&.com
- Y - I j r e`t REVISIONS
L
-CC - a I �qL DATE DESCRIPTION INITIAL
x
n y 23 L 04/12/23 INITIAL SUBMISSION RNC
CL
� I I I v —
U
Ix z a:
- I � L -
- C Qr SCALE
01 SIZE B SHEET: NTS
' I SIZE D SHEET: NTS
co
co - I SHEET E02 OF E09
I • I e r
z -
3 FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«�
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 of 800-342-1585
/� DIRECTION ADVANCED 1
\= OF TRAFFIC WARNING SIGNS 1
WORK TRUCK ® ARROW PANEL
1
(FLASHING ARROW)
SHADOW UNIFORMED .K
Fm VEHICLE TRAFFIC OFFICER r �I� •; �A�`ref
SIGN OD PARAWEBBING r ,"j
� W Z TWINID_0898GA_09_TF
28"CHANNELIZING
DEVICE tl�■ FLAGGER �, r :� 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 1"VALUE FOR W=10'OR l "te r T ♦ Y Q r
CALCULATE 1"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45.L 1
* .
'
=S' W/60,S=SPEED,W=WIDTH •, t' j � ^-1 Q L1J
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. j. 0 Q 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 FORE ILLUSTRATION ONLY.EXACT NUMBER OF CONES r, �• } ,1` •A._.
REQUIRED SHALL BE BASD ON CONE SPACING,TAPER LENGTHS,ACTUAL ► -
FIELD CONDITIONS,ETC... ,0 !.
ALL DEVICES CONFORM CURRENT MUT _ w.._ - ` ✓r �,
CONTRACTOR SHALL MAINTAIN
TAIN 2-WAY TRAFFIC AT ALL TIMES. lift
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ -_ _ - _�,I, �„ I I LG'�L,�••''V'
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 l - •,.•.r ,.� t` -�
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _ rj �►.,
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF A. i r •rt�Yr
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 t IS)
RESTRICTION TO THE FIRST SIGN.
HE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • �T
• f
SIGNS. -. � •ll + 1, +' •� ; )• 1
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �-' �• n C �# 4. ! • r
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1 _ "'i 1 L♦/ - t , �.
ENCOUNTERED BY DRIVER APPROACHING ATTC ZONE). m�Q I... A[ �l T +�-' • F
a
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR C' ;R j
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •r }•, : �'(i' '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 r� �- �I • Zy ���,• -{ •�� r y
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 7 '
CN L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT . _
M
(V
O
(V
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
Q POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET
w POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SHOULDER CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
o DISTANCE BETWEEN SIGNS(FEET) 04/12/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ----
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
Q L =WS2 --
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): 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 E03 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' [FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL —&VI
BARRICADE WARNING DEVICE FALLS AVE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS �jEt)�i•
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER + 1R
g SIGN oa PARAWEBBINGpp e�Tt'�'�•" TWINID 0898GA 09 TF
28"CHANNELIZIN 0--■ FLAGGER I TWIN 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-I W OR >I+ } 0
CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L F•• Q
=S�W/60,S-SPEED,W=WIDTH ^ r ♦ J
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION y ?Q Q
AND ACCESS RADII. / OVV�y�I
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ^• , } Va0✓1n
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION I'r, Ala in
FOR ALL SPEEDS. - Al�'lllll
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ip
'
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL *L•y t j
FIELD CONDITIONS,ETC... jF _
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. ��, a
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL WAW
+�
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. _W Fis Ave Falls Ave E_
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 dip
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. _ _ �- AW
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
t
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 -� M �� • '•'�"
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). n C UTILITY '
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. t �a
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1y,
OF THE MIDBLOCK CROSSWALK + .�►( -S�
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 '
N L=TAPER L1=NGTH(FT) <No
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co
(V
O
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR SHOULDER CLOSURE infoOtileontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
a DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNc
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE —
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 100 100 100
305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
01 50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E03A OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL -&VI
BARRICADE WARNING DEVICE FALLS AVE
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
VEHICLE TRAFFIC OFFICER
g SIGN 111111=3=31111111 PARAWEBBING ,
TWINID 0898GA 09 TF
28"CHANNELIZIN 02 FLAGGER Y 0 o TWIN FALLS ID
DEVICE
J 0 to 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"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ?�v 7
=S�W/60,S-SPEED,W=WIDTH 'T 4L.
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION
AND ACCESS RADII. w: _♦ - 1 _ a ." .
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �' 1
FOR ALL SPEEDS. r - ---a �
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES T
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _
FIELD CONDITIONS,ETC... _
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
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 awl
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 - 1
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. = C
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND C
SIGNS. fTl Q�=
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
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 Y r r r
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,; r-
co
(V
O
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR SHOULDER CLOSURE infoOtileontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
a DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION MC
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE —
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
01 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
01 50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 1 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
Co I60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 1 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL EASTLAN D DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
DIRECTION ADVANCED
\� OF TRAFFIC WARNING SIGNS oraFry
ARROW PANEL aaDM
WORK TRUCK
(FLASHING ARROW)
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN oa PARAWEBBING
28"CHANNELIZIN �* TWINID 0898GA TF
09
DEVICE 02 FLAGGER - TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: C
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.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM i�
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS. qI
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I���IIII
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. RIGf�T i.aNE
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _ ci asra 'r
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF - A11EAo
THE SAME ROAD.
MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND I E
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF '
RESTRICTION TO THE FIRST SIGN. UTILITY
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND WORK
SIGNS. RHEA❑
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 SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �r - 1000ft
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �4
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK .�,. Z
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA r RoaD
WORT(
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
04 L=TAPER L1=NGTH(FT) kancho Vista Dr Ranclio Vista Dr
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
(V
O
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED FOR
O SPEED LANE MERGE lnfoftleontech.com
POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
a DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE —
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 100 100 100
305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
<
01
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS
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 E03C OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL EASTLAN D DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/L, DIRECTION ADVANCED 1 w ,
\= OF TRAFFIC WARNING SIGNS ;
WORK TRUCK ARROW PANEL
® (FLASHING ARROW)
SHADOW UNIFORMED ; �—
{�J.Lr� r�
VEHICLE TRAFFIC OFFICER I `
SIGN oa PARAWEBBING
Haonn mob-
TWINID 0898GA 09 TF
28 C EVICEIZIN 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"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. ;7Sh h
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. I _
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Eastland P�Ilk Dr Eastland
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 4 I 1 e
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. - .r`,rt_ RIGHT UN
CLOSED
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF AH
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). tmLRY
vmm
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR AHEAD
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 ROAD
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ` WORK
1
000ft
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 f _
40 M.PH. OR MORE: L=WS Rono
Q WORK
N L=TAPER L1=NGTH(FT) ;•- 1 MIL '
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
(V
O
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
POSTED SPEED FOR
O 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 REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
a DISTANCE BETWEEN SIGNS(FEET) 04/12/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE —
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
40 60 100 100 100
305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH
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01
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
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' 257' 840' 420' 280' 1 1FILE NAME:TWINID_0898GA_09_TF_CID
LEGEND ADDRESS: ® DIGu.:..ne.
k,-a� .,
TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS f
ARROW PANEL
WORK TRUCK ® (FLASHING ARROW) 1
1w
SHADOW UNIFORMEDFm _
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING Y •y, TWINID_0898GA_09_TF
28"CHANNELIZING FLAGGER �• TWIN FALLS,ID
DEVICE ~� _
v,•' 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 , �V
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 f " ,
FOR ALL SPEEDS. '
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES + - ti• f y•.�
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �: + ^•-• , r
FIELD CONDITIONS,ETC... a �. '- 4• f
ALL DEVICES CONFORM TO CURRENT MUTCD. >,' ~ �•
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 'y
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE SIDEWALNz
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL CROS
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 --
PLACE FOR CONTINUOUS DAYS. ium '` • •>v
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF rt ✓1
THE SAME ROAD. 'd i
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ' _- StadiumBlvdStadiumBlvd tad
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,
SIGNS.THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD l
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. 0
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE +\ - Z
OF THE MIDBLOCK CROSSWALK Ar
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • Y
C A
TAPER LENGTHS CALCULATED BY FORMULA >f
FROM IMUTCD TABLE 6H-4. r
40 M.P.H. OR LESS: L=WS2 /60 •
40 M.PH. OR MORE: L=WS • �'
N L=TAPER LI=NGTH(FT)LO
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT f
04
cn
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
o POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
a SPEED SIDEWALK CLOSURE infoOtilsontech.com
POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS
3 SUGGESTED ADVANCE WARNING SIGN PLACEMENT
-O DATE DESCRIPTION INITIAL
o DISTANCE BETWEEN SIGNS(FEET) 04/12/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ----
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C --
Q L =WS2 --
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): 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 E04 OF E09
0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' [FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: DWIne-
TYPEII SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E
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
TWINID 0898GA 09 TF
28"CHANNELIZIN FLAGGER TWIN FALLS ID
DEVICE ~�
C9 p MATERIAL DESCRIPTION QTY ACTUAL
NOTES: • • / � Q Rl
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"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L el r
=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 • _. le �//l
♦ •ft
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. 4 _
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE .4 _
CONSTRUCTION CAN BEGIN. _ _ - _ f�'•' s _--_ -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - �' - • •
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • s
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 '
PLACE FOR CONTINUOUS DAYS. •AM-'�"' - O� 1- - 1< + +
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �.VQT.' Y U►
BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - • I.
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - • •
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF t - owe
THE SAME ROAD
MUST
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND � ■ ti COLLECTOR ROADS. +t= C: wl
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. _ s 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 R
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - ��� •"' j
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE *•: i
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. /
� s
♦ sr•�
TAPER LENGTHS CALCULATED BY FORMULA �'�; '-+n S�� • -
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS '
N L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT k +�'
M
N
O
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR 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 REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
a DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION MC
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE —
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
QI L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
0 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'
SHEET E04A OF E09
01 65 1 645' 650' 325' 217' 1 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 1 770' 1 385' 257' 1 840' 1 420' 280' FILE NAME:TWINID_0898GA_09_TF_CD
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL EASTLAN D DR / N 3100 E
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ARROW PANEL® (FLASHING ARROW) yam, �-
- I 4 s
SHADOW UNIFORMED 1� •` - �� •
VEHICLE TRAFFIC OFFICER _
SIGN O PARAWEBBING * _' a
g a -� " • � TWINID 0898GA 09 TF
28"CHANNELIZIN i •� E •1' '
DEVICE �■ FLAGGER t 3N3H SSONO TWIN FALLS ID
301S MATERIAL DESCRIPTION QTY ACTUAL
NOTES: rf - ! 03SO-1 )I O1`dM
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. L
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 - •`Z
=S�W/60,S-SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION h r ••• •I
AND ACCESS RADII. •v �i { r
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1 {
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ; „f
FOR ALL SPEEDS. ' -
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES t �'•
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL L>< _ • . ,
FIELD CONDITIONS,ETC... - • -ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. -• - - Y 1 j ,
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 -� d r -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN k t•
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIMEYs
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. o
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. •••w�
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 ,+I
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES t . _►i
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. '
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK - _N
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r 0 0 �•�
TAPER LENGTHS CALCULATED BY FORMULA ' m D N_
FROM IMUTCD TABLE 6H-4. 0 r-
40 M.P.H. OR LESS: L=WS2 /60 • t
40 M.PH. OR MORE: L=WS
L=TAPER L1=NGTH(FT) ' 'y
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
co
N
O
N
MINIMUM TAPER LENGTHS
WORKSITE TRAFFIC CONTROL PLAN T I L S O N
zo BUFFER ZONE On a Mission
o POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427
o POSTED SPEED SPEED FOR 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 REVISIONS
SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL
a DISTANCE BETWEEN SIGNS (FEET) 04/12/23 INITIAL SUBMISSION RNC
25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE —
Q 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
QI L =WS2
35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
0 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
�I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS
Co
60 570' 600' 300' 200, 660' 330' 220' 720' 360' 240'
SHEET E04B 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:TWINID_0898GA_09_TF_CD
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)
11
)INOM A. I FOADNWORK TWINID 0898GA 09 TF
OYON 1 TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
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o AHEAD SHEET E05 OF E09
0
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4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG
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F 11.I U I u G H ;1 . Lino C l u,,u i w, r:I 1 1 -1 61l 11(l l U l 11 -v o l l 811 or 800-342-1585
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GYAH4 TWINID 0898GA 09 TF
ra�M t TWIN FALLS,ID
t7 YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L 1
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004
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(opUanah
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X
,1ft
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Q
0
N L'5=speed in mph 1
Z
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�— —f DATE DESCRIPTION INITIAL
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Note See Tables 6H-2 and --- -
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<I of ifle syntib�ols anWor �� i i ROAD --- ---- —
� letter codes used in
0 this figure. _ WORK _
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Q SIZE D SHEET: NTS
00
00 SHEET E06 OF E09
0
Z FILE NAME:TWINID 0898GA 09 TF CD
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 0898GA 09 TF
TWIN FALLS,ID
<*11� I t f MATERIAL DESCRIPTION QTY ACTUAL
C
B t
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InfoOtIsontech.com
0 r1
rn REVISIONS
DATE DESCRIPTION INITIAL
X
04/12/23 INITIAL SUBMISSION RNC
a CL01LL - -
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PI
o SIZE B SHEET: NTS
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Typical Appllcatlon 32 SIZE DSHEET: NTS
00 SHEET E07 OF E09
0
Z FILE NAME:TWINID 0898GA 09 TF CD
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)
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TILSON
p /I On a Mission
f T: (207)591-6427 F: (207)772-3427
InfoOtIsontech.com
0 r1
rn REVISIONS
DATE DESCRIPTION INITIAL
X
04/12/23 INITIAL SUBMISSION RNC
a CL01LL - -
a1 Nola: Sea Tables 6H-2 and 614-3 'x" --- ---- ---
� for the meaNK of the t pogo
o symbols and+or letter -- —
v1 ORK
Codes used in this fl•gure, AHEAD SCALE
PI
o SIZE B SHEET: NTS
1
0 Typical Application 32 SIZE DSHEET: NTS
00 SHEET E08 OF E09
0
Z FILE NAME:TWINID 0898GA 09 TF CD
SIDEWALK CLOSURE ® DIG
Dig Line,Inc.
811 or 800-342-1585
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
(optional)
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Q 1tiNrk,the double yellow T: (207)591-6427 F: (207)772-3427
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lane Ines should be
removed between the
ROAD crosswalk lines. DATE REVISIONS
E DESCRIPTION INITIAL
See Tables 61-1-2 and 61-1-3
04/12/23 INITIAL SUBMISSION RNC
AHEAD
Q for 1ho meaning of the ___
al symbois arnd+or letter - _--
codas used in this figure.
I
0
CJ
SCALE
Typical Application 29 SIZE BSHEET: NTS
Q SIZE D SHEET: NTS
00
00 SHEET E09 OF E09
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Z FILE NAME:TWINID 0898GA 09 TF CD