HomeMy WebLinkAboutTWINID_0898DA_09_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898DA 09
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® DIGune.
Dig Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF TWIN GRANDVIEW DR N MAJOR COLLECTOR
FALLS, ID MANUAL OR THE TEMPLATES AT BACK
OF TCP FOR WORK ON LOCAL STREETS. FILER AVE W MAJOR COLLECTOR
TWINID_0898DA_09
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT MAJOR COLLECTOR ROADS
I U wrsnce Avenue
~ I , Robbins Awnw- —
Robbins Avmw
L
Ro!>M Stuart Junior
High School
I I
I
I m
w
> > I Alyxsa Avenue
• ih
TIL50N
I
o (207) 591-6427 F: (207) 772-3427
Sacie Mesa COurt Benjamin Avenue infoOtilsontech.com
cv
z I REVISIONS
0 I - DATE DESCRIPTION INITIAL
' J 08/25/23 INITIAL SUBMISSION ALS
� l
�
a • _
U +
of SCALE
v
o i SIZE B SHEET: NITS
QI � . i �
SIZE D SHEET: NTS
00
00 - z SHEET E02 OF E09
of '---
z
3 FILE NAME:TDS_TWINID_0898DA_09
LEGEND ADDRESS: DIGS Ine-
TYPE II SIGN W/HIGH LEVEL
rn,
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED •
\= OF TRAFFIC WARNING SIGNS -
ARROW PANEL Ov3HV
WORK TRUCK ® (FLASHING ARROW) M80M
SHADOW UNIFORMED �:` Alvian
'
VEHICLE TRAFFIC OFFICER >> .- ►
g SIGN Oa PARAWEBBING •••� � '
• • • + TWINID 0898DA 09
28"CHANNELIZIN TWIN FALLS ID
DEVICE 1911- ■ FLAGGER
•
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 �, •. +
PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION r ,-•
AND ACCESS RADII. •� 1� '
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE •i.. i •S �\ •
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION i t
FOR ALL SPEEDS. 2 •�• �� ♦ 11
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • r y �•i , •� ti
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �•� J
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ' 1
CONSTRUCTION CAN BEGIN. {� • 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 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. t • ' -
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
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 •� 1
RESTRICTION TO THE FIRST SIGN. Q
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND -' '�. +MMM1 l O w
SIGNS. • ` � j$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).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
♦M'• • •�' • +f
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES L
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. �'•
I+
40 M.P.H. OR LESS: L=WS2 /60 UTILITY
40 M.PH. OR MORE: L=WS WORK
AHEAD '
L=TAPER L1=NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT +
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
M TILSON
co BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED m
z L %2 L 1 LANE SHIFT infoOti/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE lsont•ch.co REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 08/25/23 INITIAL SUBMISSION ALs
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L —W60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED):
u
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100
<
0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 1 250' 167' 550' 275' 1 183' 600' 300' 1 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 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
3 70 1 730' 700' 350' 1 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 1 FILE NAME:TDS_TWINID_0898DA_09
LEGEND ADDRESS: DIGS ne-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
NE MARKING 811 or 800-342-1585
/� DIRECTION ADVANCED r
\= OF TRAFFIC WARNING SIGNS
WORK TRUCK ® ARROW PANEL "y o,=$
(FLASHING ARROW)
SHADOW UNIFORMED ~ L
VEHICLE TRAFFIC OFFICER 4
g SIGN Oa PARAWEBBING —
unun• �� TWINID 0898DA 09
28 CDEVICEIZIN *--■ FLAGGER •• _ Spring Hollow sp 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-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 , y7�•
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •:4r�: �!• �!G
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. 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. t ,L-
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. it
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. r�
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD s 9
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1 u•7 -
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �•t � Q i-
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _ •�y �.•
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS
L=TAPER LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN
M TILSON
co BUFFER ZONE On a Mission
POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427
SPEED POSTED SPEED 1 LANE SHIFT infoOtileontech.com
z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS (FEET) 08/25/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
35 L —W60 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 100 100 100
<
0 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS
0 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 E03A 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_0898DA_09
LEGEND ADDRESS: ® pmu.ne.
TYPE II SIGN W/HIGH LEVEL GRANDVIEW DR N ����«� ..,, _
BARRICADE WARNING DEVICE
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
EM MARKING 811 OF 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC 0 WARNING SIGNS
ARROW PANEL OV3HV
-
WORK TRUCK >iNOM® (FLASHING ARROW) ti. anon w g
W
S
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING J
TWINID_0898DA_09
28"CHANNELIZING '
DEVICE �■ FLAGGER • TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -
=S' W/60,S=SPEED,W=WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. _ ~
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. +
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL I'�at_••
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 m O r=
CONSTRUCTION CAN BEGIN. D x
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 �„ 1
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 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). t;
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 9
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 I ;
40 M.PH. OR MORE: L=WS UTILITY
WORK
L=TAPER LIENGTH(FT) J�`'�
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT � :'� AHEAD
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
o SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
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
<
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 1 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
co' 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 E03B 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_0898DA_09
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z� i«� ;
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 �yf�rr�
WORK TRUCK ® (FLASHING ARROW) w
SHADOW UNIFORMEDS r
VEHICLE TRAFFIC OFFICER �•
g SIGN OD PARAWEBBING
TWINID_0898DA_09
28"CHANNELIZING �• ......
DEVICE FLAGGER T , TWIN FALLS,ID
ys
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 _ l
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. '.
in
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE / e
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - l J re
O
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES t Q
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �` �//•_�
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. - - f'yJ11p[• S--
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. `•""�- - J -
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - •'� a •` Z��`` (• •wf•..
CONSTRUCTION CAN BEGIN. _ • •�_ ••' �,
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL � � - __ ,••S�'��_f'
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 4" Ali
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. - •- }.. - • "u•`-`r -CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -[�_ _ - _ ---- -- •/ i 4(r)~sr'J'�
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -•. �� �..y� Y - •� I -
THE SAME ROAD. �� - •,f-- -
MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
f:.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF =�1 , - - - • ��� � •�
RESTRICTION TO THE FIRST SIGN.
STHE B
IGNS.DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �D 1 µ. UTILITY
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1 WORK
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ • • AHEAD
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • .C I✓ - • - - _
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r .. +,�• '^' •• ti'0 - wr
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • r '� �••••I�+r. • 1
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 f
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - - _ •,•t'
TAPER LENGTHS CALCULATED BY FORMULA _ _ ti:>f•�.� ;- . ; r ��
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) ;;�� f•,'y! :�
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
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
<
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 1 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
co' 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' I SHEET E03C 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_0898DA_09
LEGEND ADDRESS: ® pmu.ne.
TYPE II SIGN W/HIGH LEVEL GRANDVIEW DR N ����«� ..,, _
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) 3a3H S9080
SHADOW UNIFORMED ~
Fm � 03SO1�NltlM3OIS
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING
TWINID 0898DA 09
28"CHANNELIZING FLAGGER s 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=10'OR '
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L
=S, W/60,S=SPEED,W=WIDTH q
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION C7 i
AND ACCESS RADII. r
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. 1
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. T
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. - 4 '
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN '
PLACE FOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND N
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - U)D
RESTRICTION TO THE FIRST SIGN. o r
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 - •�? _ P•
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1
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. SIDEWALK
CLOSED
40 M.P.H. OR LESS: L=WS2 /60 A
40 M.PH. OR MORE: L=WS
L=TAPER LIENGTH(FT) !
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT '
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
N SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55, 180' 90, 60' A B C
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
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
co' 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
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_0898DA_09
LEGEND ADDRESS: ® Dmu.ne.
TYPE II SIGN W/HIGH LEVEL GRANDVIEW DR N ����«� ..,, _
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 rrSpring Hollow Ct
WORK TRUCK ® IFLASHINGARROW) � kt—.
••��
SHADOW UNIFORMEDFm i
VEHICLE TRAFFIC OFFICER .S
O SIGN OD PARAWEBBING ~:"• I O3SOl0
)iltlM3OIS TWINID 0898DA 09
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~�
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 '
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L a�
=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 •�i'�[-i
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �• 1P
FIELD CONDITIONS,ETC... • r
ALL DEVICES CONFORM TO CURRENT MUTCD. ■ • y
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ` 1 r O
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE `T '� y M
CONSTRUCTION CAN BEGIN.
mD
O�
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 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 DRIVER APPROACHING A TTC ZONE). SIDEWALK CLOSED
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR / • 1 CRO55 HERE
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL y' •. 'L'
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. Caswell Ave W A
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
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
N SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION ALs
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
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
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
co' 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 E04A 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_0898DA_09
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W zJt
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) 1* AL
Fm SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER _
g SIGN OD PARAWEBBING 1 �
T W I N I D_0898DA_09
28"CHANNELIZING �■ FLAGGER " `f'� 1 TWIN FALLS,ID
DEVICE
' • C �J
• 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. �f
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ' s
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ r 0 •
FOR ALL SPEEDS. M O m . 1�
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • I m D Y� I i �•
FIELD CONDITIONS,ETC... + v r ±CCE,.M
ALL DEVICES CONFORM TO CURRENT MUTCD. •
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -• S
CONSTRUCTION CAN BEGIN.
SIDEWALK
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ CLOSED
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. • - lC`]J
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ���>•--�i��
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN '' r •- 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 - -
-
THESAMEROAD. _ �` - ._� _ _ _ _, .— __ •
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. r• •��+-�1.J�y r •THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I /.4•=•Y� �
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). AL
4 •• _ • S _ a -Y;
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •• '~��" - I-�•.•►�, . _ -
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 - = f ,-. ;•� ••j.,!
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. IL'
40 M.P.H. OR LESS: L=WS2 /60 .y „�i•' ��,,,, F •
40 M.PH. OR MORE: L=WS " ''� �• .*"a^ ♦ �� {�; �' .
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT + '`•
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
N SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION ALS
0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C
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
<
o' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 1 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
co' 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' I SHEET E04B OF E09
of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000
3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898DA_09
LEGEND ADDRESS: ® pmune.
TYPE II SIGN W/HIGH LEVEL FILER AVE W z���«r
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 t
TWINID 0898DA 09
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 , * - • �`•: • i• M A
CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • ,
=S' W/60,S=SPEED,W=WIDTH a
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION , J in
{ _
AND ACCESS RADII. Q W
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •,~ 1� _ O T _
FOR ALL SPEEDS. SIDEWALK C _J
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL a�a �a CLOSED (q V
FIELD CONDITIONS,ETC...
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 -•j'. -
CONSTRUCTIONCANBEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •• 1 a
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t R`
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 ""w W
COLLECTOR ROADS. _ ((�� W
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r_J
RESTRICTION TO THE FIRST SIGN.
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND �`, r
SIGNS. yl •.3 (7� f/• � �. �wa
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD y ti '�NLL ♦ � y.' --
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES • '•' 1' ' •• 40., `` �"' • ���•
ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). • RyL ....
• M r a ( Ii • 7
jo
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR . �►,,r.,
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • 1 Y w rri-�'�
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ►►.�Y
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ,'�•' �"� 1r• r+i� 1 . y7.�V
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE
OF THE MIDBLOCK CROSSWALK •�{y _ ����
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •a ~ `• t J �''�+� .�� _ �.• <:a
TAPER LENGTHS CALCULATED BY FORMULA
r;•
FROM IMUTCD TABLE 6H-4. 4L ��• . Fa><.,
40 M.P.H. OR LESS: L=WS2 /60 Vh" r --
40 M.PH. OR MORE: L=WS y'V j• '�
L=TAPER LIENGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
N SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com
z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS
O SUGGESTED ADVANCE WARNING SIGN PLACEMENT
0 DATE DESCRIPTION INITIAL
DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION ALS
0 25 155' 104 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE
30 200' 150' 1 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
<
o' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE
50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS
co' 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 E04C OF E09
of 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_0898DA_09
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
)tbaM A. I END TWINID_0898DA_09
FORD WORK
QYON TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
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rflptional)
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We:Sea Tables 611-1-2 and 6H-3
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1A r�FFK
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0
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3 FILE NAME:TDS_TWINID_0898DA_09
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG
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Figure 6H-31. Lane Closures on a Street with Uneven 811 or 800-342-1585
Directional Volumes (TA-31)
TWINID 0898DA 09
( V3H1/ TWIN FALLS,ID
N HOJA r
MATERIAL DESCRIPTION QTY ACTUAL
�T
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C \— _ r DATE DESCRIPTION INITIAL
08/25/23 INITIAL SUBMISSION ALS
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6H-3 for the moaning l
of the symbols andlor ROAD
U
letter codes used in i WORK
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U
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a SIZE D SHEET: NTS
00
00 SHEET E06 OF E09
0
Z FILE NAME:TDS TWINID 0898DA 09
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Half Road Closure on a M1,1Iti-Lane. 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898DA 09
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
AZJ;M
C
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