PROPOSED CONSTRUCTION SEQUENCE
Transcript of PROPOSED CONSTRUCTION SEQUENCE
TRAFFIC
CONTROL
NOTES AND
QUANTITIES
THE CONSTRUCTION SIGNING PLANS ARE TO SERVE AS A GUIDE ONLY.
OTHER SIGNS MY BE REQUIRED DURING VARIOUS PHASES OF CONSTRUCTION.
THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF THEIR
RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE
WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES."
THE CONTRACTOR IS TO MAINTAIN ACCESS TO ALL LOCAL PROPERTY OWNERS.
PROPOSED CONSTRUCTION SEQUENCE
TRAFFIC PHASE 1
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON THE
APPROPRIATE PLAN SHEETS.
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
6. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
4. THE TEMPORARY PAVEMENT ON THE NORTH SIDE OF SR 71/US 441 AS
SHOWN TO THE EAST OF FORD HILL LANE ON THE PLAN SHEETS SHALL
BE CONSTRUCTED PRIOR TO WORK TO THE SOUTH OF THE EXISTING ROAD
IN ORDER TO SHIFT TRAFFIC. PORTIONS OF THE EXISTING PAVED
SHOULDER PRIOR TO THE TEMPORARY PAVEMENT WILL BE UTILIZED AS
PART OF A TEMPORARY TRAVEL LANE.
5. AFTER TRAFFIC IS SHIFTED TO THE NEWLY CONSTRUCTED TEMPORARY
PAVEMENT, THE OTHER WORK AS SHOWN ON THE CORRESPONDING PLAN
SHEETS CAN BE CONSTRUCTED INCLUDING THE PROPOSED TRAVEL LANES,
WALL, AND TEMPORARY PAVEMENT TO BE USED IN PHASE 2.
TRAFFIC PHASE 2
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON THE
APPROPRIATE PLAN SHEETS.
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 2 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
6. ONCE ALL OF PHASE 2 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 3 TRAFFIC CONTROL.
5. AFTER TRAFFIC IS SHIFTED, THE REMAINING FULL DEPTH PAVEMENT
AREA ALONG THE PROPOSED SR 71/US 411 IS TO BE CONSTRUCTED.
4. TRAFFIC IS TO BE SHIFTED TO THE NEWLY CONSTRUCTED TRAVEL LANES
AND TEMPORARY PAVEMENT TO THE SOUTH OF EXISTING SR 71/US 441
BUILT IN PHASE 1.
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
TRAFFIC PHASE 3
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON THE
APPROPRIATE PLAN SHEETS.
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
HPP/NH-71(16) 44 2017 CONST.
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
PAVEMENT EDGE
DROP-OFF
TRAFFIC CONTROL
NOTES
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
HPP/NH-71(16) 44A 2017 CONST.
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
W. M
AC
ON
LA
NE
S
R
7
1
/
U
S
4
4
1
SR 71/US 441SR 71/US 441
E. M
ACO
N L
AN
E
S 6
6%
%d 3
7' 08" W
S 6
8%
%d 2
1' 2
5"
W
S 6
4%
%d 0
4' 52" W
S 6
8%
%d 0
8' 4
8" W
10
15
20
S
7
0
%
%
d
5
4
'
3
0
"
E
1
5
0
155
SR 71/US 441 STA. 151+28.64 =
MACON LANE STA. 15+99.51
N 570136.4414
E 2627512.4675
BEGIN PROJ. NO. HPP/NH-71(16)
STA. 149+91.20 (R.O.W.)
WW
C-1
/EPH
-1
WW
C-3
/
EP
H-3
WWC-2/EPH-2
WW
C-1
/EPH
-1
THE CONSTRUCTION SIGNING PLANS ARE TO SERVE AS A GUIDE ONLY.
OTHER SIGNS MY BE REQUIRED DURING VARIOUS PHASES OF CONSTRUCTION.
THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF THEIR
RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE
WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES."
THE CONTRACTOR IS TO MAINTAIN ACCESS TO ALL LOCAL PROPERTY OWNERS.
TRAFFIC CONTROL NOTES
TRAFFIC CONTROL - PHASE 1
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
4. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
2600' 1600' ROAD
WORK
1000 FT
ROAD
WORK
1 MILE
ROAD
WORK
1/2 MILE
500'
1
0
0
0
'
END
ROAD WORK
SIGN (CONSTRUCTION)
500'
500'
500'
500'
ROAD
WORK
1/2 MILE
1600'ROAD
WORK
1000 FT
ROAD
WORK
500 FT
500'
ROAD
WORK
1/2 MILE
1600'ROAD
WORK
1000 FT
ROAD
WORK
500 FT
500'
END
ROAD WORK
END
ROAD WORK
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
G20-2
48" X 24"
G20-2
36" X 18"
W20-1
36" X 36"
W20-1
48" X 48"
W20-1
48" X 48"
W20-1
36" X 36"
W20-1
36" X 36"
W20-1
48" X 48"
W20-1
36" X 36"
W20-1
36" X 36"
W20-1
36" X 36"
G20-2
36" X 18"
FLEXIBLE DRUMS (CHANNELIZING)
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 156+
50 S
EE
SH
T. N
O. 45A
BEGIN TO STA.156+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 1
HPP/NH-71(16) 45
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
S 16%%d 02' 41" WS
35%
%d 5
2' 28" W
30SR 71/US 441 SR 71/US 441SR 71/US 441
S
R
7
1
/
U
S
4
4
1
CH
AP
MA
N V
IEW
DR
IVE
S 6
6%
%d 3
7' 0
8"
W
10
S 73%%d 57' 19" E
155160 1651
7
0
S 4
0%
%d 2
8' 34" WS 16%%d 02' 41" W 4
0
VA
LE
RIE
WA
Y
SR 71/US 441 STA. 162+99.97 =
CHAPMAN VIEW DRIVE STA. 30+00.00
N 569785.8628
E 2628629.8233
SR 71/US 441 STA. 168+65.00 =
VALERIE WAY STA. 42+48.78
N 569629.6960
E 2629172.8456
WW
C-1
/EPH
-1
WW
C-3
/
EP
H-3
WW
C-4
/
EPH
-4
WW
C-2/E
PH
-2
WWC-2/EPH-2
TRAFFIC CONTROL - PHASE 1
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
THIS PLAN.
4. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
TO BE USED IN PHASE 2.
ITEM
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
500'
500'
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
END
ROAD WORK
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
END
ROAD WORK
W20-1
36" X 36"
G20-2
36" X 18"
G20-2
36" X 18"
W20-1
36" X 36"
G20-2
36" X 18"
SIGN (CONSTRUCTION)
FLEXIBLE DRUMS (CHANNELIZING)
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MATCH LINE STA. 169+50 SEE SHT. NO. 45B
45A
STA.156+50 TO STA.169+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 1
HPP/NH-71(16)
MATCH LINE STA. 156+50 SEE SHT. NO. 45
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
SR 71/US 441
SR 71/US 441
SR 71/US 441
HUTCHESON ROAD
FO
RD
HIL
L L
AN
E
SH
AD
Y L
AN
E
170
175180
S 4
0%
%d 2
8' 34" W
S 1
6%
%d 0
2' 41" W
S 4
3%
%d 3
8' 59" W
S 1
8%
%d 3
2' 59" W
50
S 4
7%
%d 3
3' 15" W
S 2
0%
%d 4
6' 53" W
40
60
VA
LE
RIE
WA
Y
SR 71/US 441 STA. 171+75.00 =
SHADY LANE STA. 52+17.77
N 569539.6717
E 2629469.4517
SR 71/US 441 STA. 173+60.00 =
FORD HILL LANE STA. 61+88.03
N 569477.4176
E 2629643.6502
TRAFFIC CONTROL - PHASE 1
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
6. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
5. AFTER TRAFFIC IS SHIFTED TO THE NEWLY CONSTRUCTED TEMPORARY
PAVEMENT THE OTHER WORK AS SHOWN ON THIS PLAN CAN BE
CONSTRUCTED INCLUDING THE PROPOSED WALL AND TEMPORARY PAVEMENT
TO BE USED IN PHASE 2.
4. THE TEMPORARY PAVEMENT ON THE NORTH SIDE OF SR 71/US 441 AS
SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO WORK TO THE
SOUTH OF THE ROAD IN ORDER TO SHIFT TRAFFIC. PORTIONS OF THE
EXISTING PAVED SHOULDER PRIOR TO THE TEMPORARY PAVEMENT WILL
BE UTILIZED AS PART OF A TEMPORARY TRAVEL LANE.
AS DIRECTED BY THE ENGINEER. THIS PLAN.
SOUTH OF THE ROAD IN ORDER TO SHIFT TRAFFIC.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
SYMBOL
TRAFFIC CONTROL LEGENDITEMWORK ZONE
TRAFFIC FLOW
TEMPORARY PAVEMENT
SEE STEP 5
TEMPORARY PAVEMENT
SEE STEP 4
TEMPORARY PAVEMENTSEE STEP 4
TEMPORARY PAVEMENTSEE STEP 5
EXISTING PAVEMENT TO BE
SCARIFIED BACK FILLED
SEEDED & MULCHED
SIGN (CONSTRUCTION)
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
10'
10'
10'
10'
8" RDSYL
8" RDSYL
8" RSSWL
8" RSBWL
8" RSSWL
ROAD
WORK
AHEAD
END
ROAD WORK
ROAD
WORK
AHEAD
END
ROAD WORK
G20-2
36" X 18" G20-2
36" X 18"
G20-2
36" X 18"
W20-1
36" X 36"
W20-1
36" X 36"
SIGN (CONSTRUCTION)
10'
10'
10'
10'
FLEXIBLE DRUMS (CHANNELIZING)
PORTABLE BARRIER RAIL
TEMPORARY ATTENUATOR
FLEXIBLE DRUMS (CHANNELIZING)
PORTABLE BARRIER RAILTEMPORARY ATTENUATOR
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 169+
50 S
EE
SH
T. N
O. 4
5A
MA
TC
H L
IN
E S
TA
. 182+
50 S
EE
SH
T. N
O. 45C
45B
STA.169+50 TO STA.182+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 1
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
SR 71/US 441
SR 71/US 441
SIM
MO
NS
RO
AD
HU
TC
HE
SO
N R
OA
D
HUTCHESON ROAD
MU
RP
HY
RO
AD
HIL
LT
OP
VIE
W D
RIV
E
S 53%%d 55' 05" E
S 3
0%
%d 5
9' 26" W
S 4
6%
%d 0
4' 55" W
S 3
6%
%d 0
6' 04" W
1
8
5
190
195
S 4
2%
%d 3
6' 33" W
70
75
SR 71/US 441 STA. 189+84.81 =
HUTCHESON ROAD/SIMMONS ROAD STA. 72+17.86
N 568665.4120
E 2631043.8018
TRAFFIC CONTROL - PHASE 1
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
6. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
4. THE TEMPORARY PAVEMENT ON THE NORTH SIDE OF SR 71/US 441 AS
SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO WORK TO THE
SOUTH OF THE ROAD IN ORDER TO SHIFT TRAFFIC.
5. AFTER TRAFFIC IS SHIFTED TO THE NEWLY CONSTRUCTED TEMPORARY
PAVEMENT THE OTHER WORK AS SHOWN ON THIS PLAN CAN BE CONSTRUCTED
INCLUDING THE TEMPORARY PAVEMENT TO BE USED IN PHASE 2.
ITEM
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
TEMPORARY PAVEMENT
SEE STEP 4
TEMPORARY PAVEMENT
SEE STEP 5
EXISTING PAVEMENT TO BE
SCARIFIED BACK FILLED
SEEDED & MULCHED
SIGN (CONSTRUCTION)
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
10' 10' 10'
10'
8" RDSYL
8" RSBWL
8" RSSWL
ROAD
WORK
AHEAD
END
ROAD WORK
END
ROAD WORKROAD
WORK
AHEAD
G20-2
36" X 18"
G20-2
36" X 18"
W20-1
36" X 36"
W20-1
36" X 36"
FLEXIBLE DRUMS (CHANNELIZING)
PORTABLE BARRIER RAIL
TEMPORARY ATTENUATOR
TE
NN
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SE
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.O.T
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DE
SIG
N D
IV
IS
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 182+
50 S
EE
SH
T. N
O. 45B
MA
TC
H L
IN
E S
TA
. 195+
50 S
EE
SH
T. N
O. 45D
45C
STA.182+50 TO STA.195+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 1
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
S 53%%d 55' 05" ESR 71/US 441 SR 71/US 441 SR 71/US 441
195 200 205 210
ST
R-1
TRAFFIC CONTROL - PHASE 1
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
4. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
SYMBOL
WORK ZONE
TRAFFIC FLOW
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
FLEXIBLE DRUMS (CHANNELIZING)
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
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esig
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 195+
50 S
EE
SH
T. N
O. 45C
MA
TC
H L
IN
E S
TA
. 2
08
+5
0 S
EE
SH
T.
NO
. 4
5E
45D
STA.195+50 TO STA.208+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 1
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
N 6
6%
%d 1
2' 32" E
N 7
1%
%d 2
6' 19" E
100
90
SR 71/US 441 SR 71/US 441SR 71/US 441
SR
338
SR
35/U
S 4
11
S 53%%d 55' 05" E
210
END PROJ. NO. HPP/NH-71(16)
STA. 210+55.00 (R.O.W.)
TRAFFIC CONTROL - PHASE 1
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
4. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 2 TRAFFIC CONTROL.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
500'
END
ROAD WORK
G20-2
48" X 24"
SIGN (CONSTRUCTION)
FLEXIBLE DRUMS (CHANNELIZING)
W20-1
48" X 48"
2600' ROAD
WORK
1/2 MILE
W20-1
48" X 48"
1600'ROAD
WORK
1000 FT
W20-1
48" X 48"
ROAD
WORK
1 MILE
1000'
TE
NN
ES
SE
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.O.T
.
DE
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IS
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 2
08
+5
0 S
EE
SH
T.
NO
. 4
5D
45E
STA.208+50 TO END
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 1
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
SR 71/US 441
SR 71/US 441
SR 71/US 441
HUTCHESON ROAD
FO
RD
HIL
L L
AN
E
SH
AD
Y L
AN
E
170
175180
S 4
0%
%d 2
8' 34" W
S 1
6%
%d 0
2' 41" W
S 4
3%
%d 3
8' 59" W
S 1
8%
%d 3
2' 59" W
50
S 4
7%
%d 3
3' 15" W
S 2
0%
%d 4
6' 53" W
40
60
VA
LE
RIE
WA
Y
SR 71/US 441 STA. 168+65.00 =
VALERIE WAY STA. 42+48.78
N 569629.6960
E 2629172.8456
SR 71/US 441 STA. 171+75.00 =
SHADY LANE STA. 52+17.77
N 569539.6717
E 2629469.4517
SR 71/US 441 STA. 173+60.00 =
FORD HILL LANE STA. 61+88.03
N 569477.4176
E 2629643.6502
THE CONSTRUCTION SIGNING PLANS ARE TO SERVE AS A GUIDE ONLY.
OTHER SIGNS MY BE REQUIRED DURING VARIOUS PHASES OF CONSTRUCTION.
THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF THEIR
RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE
WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES."
THE CONTRACTOR IS TO MAINTAIN ACCESS TO ALL LOCAL PROPERTY OWNERS.
TRAFFIC CONTROL NOTES
TRAFFIC CONTROL - PHASE 2
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
6. ONCE ALL OF PHASE 2 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 3 TRAFFIC CONTROL.
4. TRAFFIC IS TO BE SHIFTED TO THE NEWLY CONSTRUCTED TRAVEL LANES
AND TEMPORARY PAVEMENT BUILT IN PHASE 1.
THIS PLAN.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
TEMPORARY PAVEMENT
SEE STEP 4
SEE STEP 4
SYMBOL
WORK ZONE
TRAFFIC FLOW
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 2 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
5. AFTER TRAFFIC IS SHIFTED, THE REMAINING FULL DEPTH PAVEMENT
AREA ALONG THE PROPOSED SR 71/US 411 IS TO BE CONSTRUCTED.
10'10'10'10'
10'10'10'10'
8" RSSWL
8" RSSWL
8" RSBWL8" RDSYL
ROAD
WORK
AHEAD
W20-1
36" X 36"
END
ROAD WORK
G20-2
36" X 18"
W20-1
36" X 36"
ROAD
WORK
AHEAD
END
ROAD WORK
G20-2
36" X 18"
FLEXIBLE DRUMS (CHANNELIZING)
SIGN (CONSTRUCTION)
w/ TYPE A
WARNING LIGHTS
ROAD
CLOSED
TYPE III BARRICADE ROAD CLOSURE
A AR11-2
48" X 30"
TEMPORARY BARRICADE (TYPE III)
W20-1
36" X 36"
ROAD
WORK
AHEAD
END
ROAD WORK
G20-2
36" X 18"
TE
NN
ES
SE
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.
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 182+
50 S
EE
SH
T. N
O. 46A
STA.168+00 TO STA.182+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 2
HPP/NH-71(16) 46
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
SR 71/US 441
SR 71/US 441
SIM
MO
NS
RO
AD
HU
TC
HE
SO
N R
OA
D
HUTCHESON ROAD
MU
RP
HY
RO
AD
HIL
LT
OP
VIE
W D
RIV
E
S 53%%d 55' 05" E
S 3
0%
%d 5
9' 26" W
S 4
6%
%d 0
4' 55" W
S 3
6%
%d 0
6' 04" W
1
8
5
190
195
S 4
2%
%d 3
6' 33" W
70
75
SR 71/US 441 STA. 189+84.81 =
HUTCHESON ROAD/SIMMONS ROAD STA. 72+17.86
N 568665.4120
E 2631043.8018
EXISTING PAVEMENT TO BE
SCARIFIED BACK FILLED
SEEDED & MULCHED
TRAFFIC CONTROL - PHASE 2
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
6. ONCE ALL OF PHASE 2 CONSTRUCTION IS COMPLETE THE CONTRACTOR
SHALL INSTALL PHASE 3 TRAFFIC CONTROL.
4. TRAFFIC IS TO BE SHIFTED TO THE NEWLY CONSTRUCTED TRAVEL LANES
AND TEMPORARY PAVEMENT BUILT IN PHASE 1.
ITEM
TEMPORARY PAVEMENT
SEE STEP 4
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
SIGN (CONSTRUCTION)
3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED
IN PHASE 2 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.
5. AFTER TRAFFIC IS SHIFTED, THE REMAINING FULL DEPTH PAVEMENT
AREA ALONG THE PROPOSED SR 71/US 411 IS TO BE CONSTRUCTED.
10'10'10'10'
8" RSSWL
8" RSBWL
8" RDSYL
G20-2
36" X 18"
END
ROAD WORKROAD
WORK
AHEAD
W20-1
36" X 36"
ROAD
WORK
AHEAD
W20-1
36" X 36"
END
ROAD WORK
G20-2
36" X 18"
FLEXIBLE DRUMS (CHANNELIZING)
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
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A.s
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST. 46A
STA.182+50 TO STA.195+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 2
HPP/NH-71(16)
MA
TC
H L
IN
E S
TA
. 182+
50 S
EE
SH
T. N
O. 46
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
W. M
AC
ON
LA
NE
S
R
7
1
/
U
S
4
4
1
SR 71/US 441SR 71/US 441
E. M
ACO
N L
AN
E
S 6
6%
%d 3
7' 08" W
S 6
8%
%d 2
1' 2
5"
W
S 6
4%
%d 0
4' 52" W
S 6
8%
%d 0
8' 4
8" W
10
15
20
S
7
0
%
%
d
5
4
'
3
0
"
E
1
5
0
155
SR 71/US 441 STA. 151+28.64 =
MACON LANE STA. 15+99.51
N 570136.4414
E 2627512.4675
BEGIN PROJ. NO. HPP/NH-71(16)
STA. 149+91.20 (R.O.W.)
WW
C-1
/EPH
-1
WW
C-3
/
EP
H-3
WWC-2/EPH-2
WW
C-1
/EPH
-1
THE CONSTRUCTION SIGNING PLANS ARE TO SERVE AS A GUIDE ONLY.
OTHER SIGNS MY BE REQUIRED DURING VARIOUS PHASES OF CONSTRUCTION.
THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF THEIR
RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE
WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES."
THE CONTRACTOR IS TO MAINTAIN ACCESS TO ALL LOCAL PROPERTY OWNERS.
TRAFFIC CONTROL NOTES
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
TRAFFIC CONTROL - PHASE 3
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
SIGN (CONSTRUCTION)
ROAD
WORK
1/2 MILE
1600'ROAD
WORK
1000 FT
ROAD
WORK
500 FT
500'
500'
END
ROAD WORK
500'
2600' 1600' ROAD
WORK
1000 FT
ROAD
WORK
1 MILE
ROAD
WORK
1/2 MILE
1
0
0
0
'
500'
END
ROAD WORK
END
ROAD WORK
500'
500'
ROAD
WORK
1/2 MILE
1600' ROAD
WORK
1000 FT
ROAD
WORK
500 FT
500'
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
W20-1
36" X 36"
W20-1
36" X 36"
W20-1
36" X 36"
G20-2
36" X 18"
W20-1
48" X 48"
W20-1
48" X 48"
W20-1
48" X 48"
G20-2
48" X 24"
G20-2
36" X 18"
W20-1
36" X 36"
W20-1
36" X 36"
W20-1
36" X 36"
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
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FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
-JA
N-2
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esign\047.s
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 156+
50 S
EE
SH
T. N
O. 47A
BEGIN TO STA.156+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 3
HPP/NH-71(16) 47
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
S 16%%d 02' 41" WS
35%
%d 5
2' 28" W
30SR 71/US 441 SR 71/US 441SR 71/US 441
S
R
7
1
/
U
S
4
4
1
CH
AP
MA
N V
IEW
DR
IVE
S 6
6%
%d 3
7' 0
8"
W
10
S 73%%d 57' 19" E
155160 1651
7
0
S 4
0%
%d 2
8' 34" WS 16%%d 02' 41" W 4
0
VA
LE
RIE
WA
Y
SR 71/US 441 STA. 162+99.97 =
CHAPMAN VIEW DRIVE STA. 30+00.00
N 569785.8628
E 2628629.8233
SR 71/US 441 STA. 168+65.00 =
VALERIE WAY STA. 42+48.78
N 569629.6960
E 2629172.8456
WW
C-1
/EPH
-1
WW
C-3
/
EP
H-3
WW
C-4
/
EPH
-4
WW
C-2/E
PH
-2
WWC-2/EPH-2
TRAFFIC CONTROL - PHASE 3
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
THIS PLAN.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
ITEM
500'
500'
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
DEVICES SHALL BE REMOVED.
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
G20-2
36" X 18"
END
ROAD WORK
G20-2
36" X 18"
W20-1
36" X 36"
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
36" X 36"
END
ROAD WORK
G20-2
36" X 18"
SIGN (CONSTRUCTION)
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
-JA
N-2
01
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esign\047A
.sht
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MATCH LINE STA. 169+50 SEE SHT. NO. 47B
47A
STA.156+50 TO STA.169+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 3
HPP/NH-71(16)
MATCH LINE STA. 156+50 SEE SHT. NO. 47
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
SR 71/US 441
SR 71/US 441
SR 71/US 441
HUTCHESON ROAD
FO
RD
HIL
L L
AN
E
SH
AD
Y L
AN
E
170
175180
S 4
0%
%d 2
8' 34" W
S 1
6%
%d 0
2' 41" W
S 4
3%
%d 3
8' 59" W
S 1
8%
%d 3
2' 59" W
50
S 4
7%
%d 3
3' 15" W
S 2
0%
%d 4
6' 53" W
40
60
VA
LE
RIE
WA
Y
SR 71/US 441 STA. 171+75.00 =
SHADY LANE STA. 52+17.77
N 569539.6717
E 2629469.4517
SR 71/US 441 STA. 173+60.00 =
FORD HILL LANE STA. 61+88.03
N 569477.4176
E 2629643.6502
TRAFFIC CONTROL - PHASE 3
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
AS DIRECTED BY THE ENGINEER. THIS PLAN.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
DEVICES SHALL BE REMOVED.
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
G20-2
36" X 18"
ROAD
WORK
AHEAD
W20-1
36" X 36"
END
ROAD WORK
G20-2
36" X 18"
W20-1
36" X 36"
ROAD
WORK
AHEAD
END
ROAD WORK
G20-2
36" X 18"
SIGN (CONSTRUCTION)
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
-JA
N-2
01
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Y:\R
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ays\01100005\D
esign\047B
.sht
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 169+
50 S
EE
SH
T. N
O. 4
7A
MA
TC
H L
IN
E S
TA
. 182+
50 S
EE
SH
T. N
O. 47C
47B
STA.169+50 TO STA.182+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 3
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
SR 71/US 441
SR 71/US 441
SIM
MO
NS
RO
AD
HU
TC
HE
SO
N R
OA
D
HUTCHESON ROAD
MU
RP
HY
RO
AD
HIL
LT
OP
VIE
W D
RIV
E
S 53%%d 55' 05" E
S 3
0%
%d 5
9' 26" W
S 4
6%
%d 0
4' 55" W
S 3
6%
%d 0
6' 04" W
1
8
5
190
195
S 4
2%
%d 3
6' 33" W
70
75
SR 71/US 441 STA. 189+84.81 =
HUTCHESON ROAD/SIMMONS ROAD STA. 72+17.86
N 568665.4120
E 2631043.8018
EXISTING PAVEMENT TO BE
SCARIFIED BACK FILLED
SEEDED & MULCHED
TRAFFIC CONTROL - PHASE 3
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
ITEM
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
SIGN (CONSTRUCTION)
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
END
ROAD WORK
G20-2
36" X 18"
ROAD
WORK
AHEAD
W20-1
36" X 36"
W20-1
36" X 36"
ROAD
WORK
AHEAD
END
ROAD WORK
G20-2
36" X 18"
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
-JA
N-2
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ays\01100005\D
esign\047C
.sht
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 182+
50 S
EE
SH
T. N
O. 47B
MA
TC
H L
IN
E S
TA
. 195+
50 S
EE
SH
T. N
O. 47D
47C
STA.182+50 TO STA.195+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 3
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
S 53%%d 55' 05" ESR 71/US 441 SR 71/US 441 SR 71/US 441
195 200 205 210
ST
R-1
TRAFFIC CONTROL - PHASE 3
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
SYMBOL
WORK ZONE
TRAFFIC FLOW
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
-JA
N-2
01
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5\D
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47
D.s
ht
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 195+
50 S
EE
SH
T. N
O. 47C
MA
TC
H L
IN
E S
TA
. 2
08
+5
0 S
EE
SH
T.
NO
. 4
7E
47D
STA.195+50 TO STA.208+50
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 3
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY
N 6
6%
%d 1
2' 32" E
N 7
1%
%d 2
6' 19" E
100
90
SR 71/US 441 SR 71/US 441SR 71/US 441
SR
338
SR
35/U
S 4
11
S 53%%d 55' 05" E
210
END PROJ. NO. HPP/NH-71(16)
STA. 210+55.00 (R.O.W.)
TRAFFIC CONTROL - PHASE 3
1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND
AS DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON
THIS PLAN.
SYMBOL
TRAFFIC CONTROL LEGEND
ITEM
WORK ZONE
TRAFFIC FLOW
5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL
DEVICES SHALL BE REMOVED.
4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL
BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.
3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL
ASPHALT LAYER CONSTRUCTED IN PHASE 3.
6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND
PAVEMENT MARKING PLANS.
500'
END
ROAD WORK
G20-2
48" X 24"
ROAD
WORK
1/2 MILE
1600'ROAD
WORK
1000 FT
ROAD
WORK
500 FT
500'
W20-1
48" X 48"
W20-1
48" X 48"
W20-1
48" X 48"
500'
SIGN (CONSTRUCTION)
TE
NN
ES
SE
E D
.O.T
.
DE
SIG
N D
IV
IS
IO
N
FIL
E N
O.
TYPE YEAR PROJECT NO.SHEET
NO.
26
-JA
N-2
01
7 1
4:4
1
2017
Y:\R
oadw
ays\01100005\D
esign\047E
.sht
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
COORDINATES ARE NAD/83(1995),
ARE DATUM ADJUSTED BY THE
THE TGRN. ALL ELEVATIONS ARE
REFERENCED TO THE NAVD 1988.
N
FACTOR OF 1.00001 AND TIED TO
CONST.
MA
TC
H L
IN
E S
TA
. 2
08
+5
0 S
EE
SH
T.
NO
. 4
7D
47E
STA.208+50 TO END
SCALE: 1"=50'
TRAFFIC
CONTROL PLAN
PHASE 3
HPP/NH-71(16)
SEALED BY
FIELD
REVIEW
CONSTRUCTABILITY