HomeMy WebLinkAboutTWINID_0898EA_02_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 02
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
DIGUnG..
• . Line,Inc.
STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585
CONTRACTOR CAN REFERENCE CITY OF
FALLS, ID MANUAL OR
OF • ' WORK ON •
TWINID-0898EA-02
DESCRIPTIONTWIN FALLS,ID
MATERIAL QTY ACTUAL
• N C'�Ila�,n R�� N '
'd ve Ridgeway Dr
TDS
z Crestview Dr TILSON
me
.. ■ •
WAL •
Ave �_ �_
_ Ave
mm
r - �, Robbins Ave SIZE B SHEET: NTS
C�yew Dr ' �•w �
w - .• �� .. ' SHEET E02 OF 0•
• 0...
LEGEND ADDRESS: ® DIGune.
Cdl Belorc r�„Oq'
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
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
ARROW PANEL TR• r i '
WORK TRUCK ® (FLASHING ARROW) _
SHADOW UNIFORMED l
VEHICLE TRAFFIC OFFICER
g SIGN OD PARAWEBBING TWINID 0898EA 02
28"CHANNELIZING FLAGGER `DEVICE Y TWIN FALLS,ID
~� 4. �.. Q
"; Q W MATERIAL DESCRIPTION QTY ACTUAL
NOTES:
FOR LANE CLOSURES WHERE W< 10' USE"L"VALUE FOR W=10'
FOR SHOULDER CLOSURES WHERE W< 10' USE L VALUE FOR W 10'OR
CALCULATE'L USING FORMULA,FOR SPEEDS>45 L W5,SPEEDS<45 LJL
S' W/60 S SPEED,W WIDTH
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION
AND ACCESS RADII. r�' I W�V^
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE -
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION
FOR ALL SPEEDS. +—-- +-- Iwo
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD.
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES.
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN
PLACE FOR CONTINUOUS DAYS - -- ---•- '- --• - -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - -- ' - -- - - -
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ n
PLACE FOR CONTINUOUS DAYS. y_✓�•••� ,I/ �• (1�'
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME •l rI
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD. ." ��. - `•� r �. r_ __
MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS. •1•� -
� ..�.'p '1 ..i �1, :'its � ` - •
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - / f/
RESTRICTION TO THE FIRST SIGN. 1 • '• �'' -tip YL �� �'
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - �Y �1/• -/ �' ,
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD D C •`7•�' {' F r `r s`
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES /� O D = O 1'
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). O rn
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 0 r v m v
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Cn
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES rn D m <
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Z
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE v �.I
OF THE MIDBLOCK CROSSWALK • ,
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. y ,►. _
TAPER LENGTHS CALCULATED BY FORMULA ' �r•
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60
40 M.PH. OR MORE: L=WS �•ft.
L=TAPER LIENGTH(FT) a�a�' r •,t s . .�„�� .
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L % % % 1 SHOULDER CLOSURE infoOtilsontech.com
L L L
%2 L L 12 L %3 L NOT DRAWN TO SCALE
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) 06/23/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 1 275' 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
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09
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' 1 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898EA 02
LEGEND ADDRESS: ® DIGune.
CCU Belorc r�„Oq'
TYPE II SIGN W/HIGH LEVEL N COLLEGE RD
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 •
ARROW PANEL
WORK TRUCK v.
(FLASHING ARROW) '
SHADOW UNIFORMED
Fm VEHICLE TRAFFIC OFFICER L ��
SIGN OD PARAWEBBING ' '1 I •
TWINID_0898EA_02
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:LAr
=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 ~ S *.r• ! ' `
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 WILLBE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN B B B B B ' B N B I -B •B W N College Rd,WCollege-Rd Co,
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 DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 4 � .+•:• � r � B
COLLECTOR ROADS. , r I
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND to
SIGNS.
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD C) L�TImv l 43501� W 0
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O D �Ilt/M341S O
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). y F,• U =
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL m J to
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES m N 3
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ,.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - U
m w
o a c
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
4
L=TAPER LI=NGTH(FT)
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT s We' r
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED
L L L L L
%2 % % % 1 SIDEWALK CLOSURE infoOtilsontech.com
L L 12 L %3 L NOT DRAWN TO SCALE
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) 06/23/23 INITIAL SUBMISSION ALS
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED):
60 100 100 100
40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH
45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE
50 425' 500' 250' 167' 550' 1 275' 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
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09
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' 1 257 840' 420' 280' 1 1 1 1 FILE NAME:TDS TWINID 0898EA 02
2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU ,
Dig Line,Inc.
811 or 800-342-1SBS
F!qu re 6H-11 . LIA 1)4 C,I0,,�ll l-k� 011 r1 Tvv o-L.dri� R Oi'ld
v.,ith Lo,.v Tr'Ifin- Vc)lu inc,-, (TA-11
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TWINID_0898EA_02P OR
Q4fdk 1 TWIN FALLS,ID
�+ ,opli cnal; MATERIAL DESCRIPTION QTY ACTUAL
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arse i
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I
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Buffer space (optional;i
5[}to 00 R
Nate:Sea Tables 61-1-2 and 6H
for the meaning of the —Li 5 ft {
symbols and,-'or letter + TO
codes used in this figurs. aNC0wlNG
A -TRAFF$-
4 tonal -
� &Section SB-1-6
L50 ��.
B (optional) � ..
T: (207) 591-6427 F: (207) 772-3427
ML fl HE LANE info®tiisontech.com
mans
4 AHFAO REVISIONS
�optlonal) DATE DESCRIPTION INITIAL
06/23/23 INITIAL SUBMISSION ALS
or j6
} MPH
xx
f --
(optional) SCALE
SIZE B SHEET: NTS
ROAD
MORK SIZE D SHEET: NTS
AHEM] SHEET E05 OF E09
FILE NAME:TDS TWINID 0898EA 02
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU g,
Dig Line,Inc.
Figure 6H-31 , Lane CIOSUres on a Street With Uneven B11 or 800-342-1SBS
Directir tm] Volumes (TA-31)
<g>
TWINID_0898EA_02
t TWIN FALLS,ID
4 t t MATERIAL DESCRIPTION QTY ACTUAL
or
L
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Buffer space
{aptianal}
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TILSON
On a Mission
T: (207)591-6427 F: (207)772-3427
1
- - � Ir,roocnaonlecn.c«m
I REVISIONS
DATE DESCRIPTION INITIAL
C 06/23/23 INITIAL SUBMISSION ALS
_ See Tables 6H-2 and
SH-3 for the meaning
4f the symbols and.'or
lettsr codas used it ROAD
this figure. -- WaRK
AHEAD
SCALE
Typical Application 31 SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E06 OF E09
FILE NAME:TDS TWINID 0898EA 02
HALF-ROAD CLOSURE MULTI-LANE Diaune.
Dig Line,Inc.
Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS
High-Sp d Highway (TA-32)
TWINID_0898EA_02
MHV TWIN FALLS,ID
M*M
CY" MATERIAL DESCRIPTION QTY ACTUAL
C T
I
L
• TarrnpDrary white
BLff€�r space $dga Fine
(optic.nal)
1.12 L 1Q1I N.
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- - _- T: (207) 591-6427 F: 772-3427
info®tilsontech.coh.com
t REVISIONS
C DATE DESCRIPTION INITIAL
} 06/23/23 INITIAL SUBMISSION ALS
Nod= I Tables 6H-;? and 6�--2
for the mearirg of tha
symbols and c r lett2 r
codes used it thi.a fig u�2. SCALE
SIZE B SHEET: NTS
Typical ApplIcatlon 32 SIZE D SHEET: NTS
SHEET E07 OF E09
FILE NAME:TDS TWINID 0898EA 02
WORK ON PARKING LANE Diaune.
Dig Line,Inc.
Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS
High-Sp d Highway (TA-32)
TWINID_0898EA_02
MHV TWIN FALLS,ID
M*M
.3y" MATERIAL DESCRIPTION QTY ACTUAL
+ C T
t
L
• Tomparary white
BLff€�r space $dga Fine
(opt ilOrl l�
1.2 L MIN.
M/
Te mpclrary s - - t
- 1±2 _ MIS. < >
yellow line. }
Mxx
MPH
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T ` ._ � TILSOv.
i ± Or ..
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- - _-� T: (207)591-6427 F: (207) 772-3427
tnfoOtilsontech.com
t REVISIONS
DATE DESCRIPTION INITIAL
} O6/23/23 INITIAL SUBMISSION AILS
I Tables 6H-;? and 6�--2
for the mearirg of tha
symbols and/u r lett2 r
codes used it thi.a fig u�2. SCALE
SIZE B SHEET: NTS
Typical ApplIcatlon 32 SIZE D SHEET: NTS
SHEET E08 OF E09
FILE NAME:TDS TWINID 0898EA 02
SIDEWALK CLOSURE DIGU ,
Dig Line,Inc.
811 or 800-342-1SBS
Figure 61-1-29. Crosswalk Closures and Pedestrian MOWS (TA-29)
{oFticnaf;
TWINID 0898EA_02
dust r*I GC # TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
— L-J
r_3
T + MIA-''.�
c t
T
_ Temporary
4 I marking for
� crosswalk lines
1 crass-hatching
optional)
4P
4;3 z
J m
d6 SIDEWALK
� Q
O
t =-- CLOSED
i 515EN4LK CLOSED
---
WAD
� I
�R9SS HERE
Notig:For long-berm a�tionaFy T I L S ON
work,the dbLiAo yeliow On a Mission
center lire BfldirQr T: (207)591-6427 F: (207)772-3427
larwe llnas should he InPoOtIsontech.com
removed between the
Ap�D crosIswalk lbws.
�y� REVISIONS
A FX DATE DESCRIPTION INITIAL
AfiElla Sea Tables 6H-2 and fiH-3 06/23/23 INITIAL SUBMISSION ALS
i f G!7 for the meaning of the
f synnbols and-'of letter
It codas used in this figure_
SCALE
Typical Applicatlon 29 SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E09 OF E09
FILE NAME:TDS TWINID 0898EA 02