HomeMy WebLinkAboutTWINID_0898EA_13_TCP_REV0 TRAFFIC CONTROL APPENDIX
DFN NAME : TWINID 0898EA 13
PROJECT NAME : TWIN FALLS , ID FTTH BUILD
BUILD ORDER : CW2643931
MSAEC : CW2592350
TWIN FALLS , ID
�f
�
® DIGufm-
C.M
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.
TWINID_0898EA_13
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
PROPOSED CONDUIT MAJOR COLLECTOR ROADS
MUM
Ailr r
') WI111C 81101 Ave
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I I I Ik
I
I Sri A r 4�
L _ _ _ _ _
I -
I I -
TIL50N
I �+ T. (207) 591-6427 F: (207) 772-3427
infoOtilsontech.com
REVISIONS
I DATE DESCRIPTION INITIAL
.� ► _ ` 08/18/23 INITIAL SUBMISSION NV
\ I I
I I
o Caswell Av
U SCALE
Knoll Ridge Rd h SIZE B SHEET: NITS
>
+R Afrow woof/
i „ 7 U Cr SIZE D SHEET: NTS
�_ SHEET E02 OF E08
S N
Glenn Brook Rd
FILE NAME:TDS TWINID 0898EA 13
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL
—n,
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
DIRECTION ADVANCED
NNWOF TRAFFIC WARNING SIGNS
ARROW PANEL oaaHa ;;
WORK TRUCK
(FLASHING ARROW) i ninon •• tl �
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN Oa PARAWEBBING
TWINID 0898EA 13
28 CH DEVICE ANNELIZIN 02 FLAGGER TWIN FALLS ID
MATERIAL DESCRIPTION QTY ACTUAL
NOTES: _ � - 'I i _
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 ,a'•� _ -
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 • y
AND ACCESS RADII. A
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE A
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION { O A
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL "f
FIELD CONDITIONS,ETC... • �� ( S
i Z �•. ��w
ALL DEVICES CONFORM TO CURRENT MUTCD. * ,••�]'
CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. a '
CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t� I
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM
TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN d _
PLACE FOR CONTINUOUS DAYS. ' -
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL
BE LIMTED 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. -
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 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. I• '
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). -
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 'i•�W
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL y
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 7_
PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ♦', ,d
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •�//11
OF THE MIDBLOCK CROSSWALK y�,• i
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. '
h.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4. .. ��••
40 M.P.H. OR LESS: L=WS2 /60 L• ,.t
40 M.PH. OR MORE: L=WS UTILITY
L=TAPER L1=NGTH(FT) X•" i a eno
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT q r
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
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 LANE MERGE lnfoOtilsontech.com
L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/18/23 INITIAL SUBMISSION NV
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C
L =WS2
35 250' 204' 102' 68' 225' 112' 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' 275' 183' 600' 300' 200' >:40 MPH 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
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E08
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' FI
LE NAME:TDS TWINID 0898EA 13
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL
.n,
BARRICADE WARNING DEVICE GRANDVIEW DR N
PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc.
MARKING 811 Of 800-342-1585
/� DIRECTION ADVANCED
\= OF TRAFFIC WARNING SIGNS
ARROW PANEL t
WORK TRUCK ® (FLASHING ARROW) ❑V3HV w 7•'
SHADOW UNIFORMED >taoAn
01
VEHICLE TRAFFIC OFFICER Alnlin
g SIGN Oa PARAWEBBING t •• �- -
TWINID 0898EA 13
28"CHANNELIZIN DEVICE ~V FLAGGER 3 TWIN FALLS ID
s
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 -
=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 1pml!ppq-—VFW
CONSTRUCTION CAN BEGIN.
RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL .�
BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ti I
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 3
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. .�R••� •�\\ ,
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF " '• ' - ?
RESTRICTION TO THE FIRST SIGN. - • 'r -
THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
SIGNS. 4l
THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD
SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-SIGN SERIES f
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 c
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. -
I
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 UTILITY
WORK
40 M.PH. OR MORE: L=WS AHEAD
L=TAPER LF-NGTH(FT)
W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N
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 LANE MERGE lnfoOtilsontech.com
L %2 L V3 L L %2 L V3 L L %2 L V 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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/18/23 INITIAL SUBMISSION NV
L =WS2
30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C
35 250' 204' 102' 68' 225' 112' 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' 275' 183' 600' 300' 200' >:40 MPH 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
60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240, SHEET E03A OF E08
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:TDS TWINID 0898EA 13
LEGEND ADDRESS: DWIne-
TYPE II SIGN W/HIGH LEVEL GRANDVIEW DR N s,.-pY,
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 ' 1
WORK TRUCK ® ARROW PANEL Mbom
(FLASHING ARROW)
anon
SHADOW UNIFORMED
VEHICLE TRAFFIC OFFICER
g SIGN O®PARAWEBBING
� TWINID_0898EA_13
28"CHANNELIZING FLAGGER TWIN FALLS,ID
DEVICE ~� i E.
MATERIAL DESCRIPTION CITY ACTUAL
NOTES: I
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 E3
=S' W/60,S=SPEED,W=WIDTH , )
PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 1 It
AND ACCESS RADII.
WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE
CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION f7• �
FOR ALL SPEEDS.
CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ,
REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL
FIELD CONDITIONS,ETC...
ALL DEVICES CONFORM TO CURRENT MUTCD. I
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 �7
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
PLACEFOR CONTINUOUS DAYS.
CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME
UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF
THE SAME ROAD.
MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND
COLLECTOR ROADS.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF
RESTRICTION TO THE FIRST SIGN. _
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 Q
ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).
WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR
RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL
INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES
PRESENT IN THE EXISTING PEDESTRIAN FACILITY.
CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _
OF THE MIDBLOCK CROSSWALK
SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.
TAPER LENGTHS CALCULATED BY FORMULA
FROM IMUTCD TABLE 6H-4.
40 M.P.H. OR LESS: L=WS2 /60 =��i to
,'`1 W_ UTILITY
40 M.PH. OR MORE: L=WS
�--'+4 woRx
L=TAPER LI=NGTH(FT) AHEAD
W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT \
MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN
POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET
POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427
SPEED POSTED SPEED LANE MERGE infoOtilsontech.com
L % L % L L % L % L L V2 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) 08/18/23 INITIAL SUBMISSION Nv
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' 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 E03B OF E08
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:TDS TWINID 0898EA 13
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
V3Nti
)tbOM A. I END TWINID_0898EA_13
I OAD WORK
QYON TWIN FALLS,ID
.. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL
(optional)
rflptional)
HdW Twr
XX I g
OY3HY
avow
iNYI INO 50 to 100 ft
(Optional) +
j Buffer space !optional)
i
I
Buffer space (optional)
rle�n
50 to 100 ft
We:Sea Tables 611-1-2 and 6H-3
for the meaning of the 15 ft
symbols andror letter ro
(codes used In this figure. ancowlNc
1A r�FFK
(optional)- . • y
(sae Section 38.16
8 L(optional) a 0
a M
T: (207) 591-6427 R (207) 772-3427
} 1f 0411ANI info®tiisontech.com
ROAD REVISIONS
AHEAD
(optional', DATE DESCRIPTION INITIAL
31'>k109 OY4rd
�1 I e, 08/18/23 INITIAL SUBMISSION NV
T 7♦ � '1♦/�
QN3 46
' {cpUor.all
!optional)
SCALE
SIZE B SHEET: NITS
ROAD
WORK SIZE D SHEET: NTS
AHEAD SHEET E04 OF E08
FILE NAME:TDS TWINID 0898EA 13
4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIG'
Dig Line,Inc.
FIr.JUIP 6H-' 1 . L,wo -1 811 or 800-342-1585
C11tI_ I::tII:11111 1,rr:rlutll�,, +, Ta1-:; I ;I
GYAH4 TWINID 0898EA 13
raOK t TWIN FALLS,ID
C.I�Od Ir T t t MATERIAL DESCRIPTION QTY ACTUAL
L �
T
(apuonafl
But for space
(opts onal l
1)2 L
N
N 100 ft
N N
N f
Temporary solid A
while lane line I
AL
Buffer spaca
N to plional)
N tI
'5=speed in mph 112 L
{� TILSON
I On a Mission
T: (207)591-6427 F: (207)772-3427
4S ft� ; InPoOdsontech.com
t +I REVISIONS
"^- _I
DATE DESCRIPTION INITIAL
C 08/18/23 INITIAL SUBMISSION NV
Note See Tables 611-1-2 and
611-1-31or the meaning t J6
of the syn bols aandlor - + ROAD
letter codes uwd In
this figure. _ WORK
AHEAD
SCALE
Typical Application 31 SIZE B SHEET: NTS
SIZE D SHEET: NTS
SHEET E05 OF E08
FILE NAME:TDS TWINID 0898EA 13
HALF-ROAD CLOSURE MULTI-LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Hall Road Closure on a hAu Iti-Lane. 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID_0898EA_13
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
C
B t
bfn r
or
B
or 46
_ ROIAD'NOIIK
L
t �a — Temporary white
Buffer space adga Irn2
(optional)
1,,2 L MIN.
/<,>
Temporary L __
112LMIN < >
yellow IInOS
LM
112 L AdlN. (aplional
t ® —
I
e111�M JY:B �
I;MI T
LSO .
T: (207) 591-6427 F: (207) 772-3427
_•'I '�_�:I r info®tilsontech.com
0 rt
REVISIONS
DATE DESCRIPTION INITIAL
1�(✓'I 08/18/23 INITIAL SUBMISSION NV
CLOfLC
Nola: Sea Tables 6H-2 and 614-3
for the meaniN of the pogo
symbols and+or letter
WORK
codes used in this fi-gure. AHEAD SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE D SHEET: NTS
SHEET E06 OF E08
FILE NAME:TDS TWINID 0898EA 13
WORK ON PARKING LANE ® DIG
Dig Line,Inc.
Figure 6H-32. Hall Road Closure on a Mu Itl-Lane, 811 or 800-342-1585
High-Speed Highway (TA-32)
TWINID 0898EA 13
TWIN FALLS,ID
MATERIAL DESCRIPTION QTY ACTUAL
C
B t
bfn r
or
B
or 46
- - ROAD'NOIIK
L
Temporary white
Buffer space adga Irn2
(optional)
1,,2 L MIN.
Temporary '
112LMIN < >
yellolw lirl?S yyy
112 4L MIN. I,opbonal.
I
e111�'M ;IY':8 j
I;MI •�
TILSON
On a Mission
T- (207)591-6427 F- (207)772-3427
'_• _� I _' r InfoOdsontech.com
0 r1
REVISIONS
DATE DESCRIPTION INITIAL
08/18/23 INITIAL SUBMISSION NV
CLOSLC
Nola: Sea Tables 6H-2 and 614-3
for the meaNK of the ROAD
symbols and+or latter
wartft
Codes used in this fi-gure. AHEAD SCALE
SIZE B SHEET: NTS
Typical Application 32 SIZE DSHEET: NTS
SHEET E07 OF E08
FILE NAME:TDS TWINID 0898EA 13
SIDEWALK CLOSURE ® DIG'- '-"`'
Dig Line,Inc.
811 or 800-342-158S
Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29)
` (optional)
_ � � � TWINID 0898EA 13
C t J
rq
p� y TWIN FALLS,ID
C6 <
� W y MATERIAL DESCRIPTION QTY ACTUAL
� a oC:)
UJ
or
r
n j
T x
=� o
Temporary
B marking for
crosswalk lines
(c rocs-hatching
I-
4,
,y
P 0
J 1M
K
y �
n u
A.
v
i SIDEWALK
CLOSED
i sgCNALK Gl4SLD
AHEAD
"K$$HERE
Note: For long-term stationary T I L 5 0 N
work,the double yellow 0n a Mission
center line ar6or T: (207)591-6427 F: (207)772-3427
lane 11naS ShoLdd be InfoOtnsontech.com
removed between the
ROAD crosswalk lines. REVISIONS
w
N(]�K DATE DESCRIPTION INITIAL
AHEAD See Tables 6H-2 and 6H-3 08/18/23 INITIAL SUBMISSION NV
to me meaning of the
symbols andior Ioof
codes used in this figure.
SCALE
Typical Application 29 SIZE BSHEET: NTS
SIZE D SHEET: NTS
SHEET E08 OF E08
FILE NAME:TDS TWINID 0898EA 13