This electronic collection of documents is provided
for the convenience of the user
and is Not a Certified Document –
The documents contained herein were originally issued
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numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a certified document.
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1
SHEET NO.
TRAFFIC CONTROL PROJECT ENGINEER
TRAFFIC CONTROL PROJECT DESIGN ENGINEER
STATE TRAFFIC MANAGEMENT ENGINEERJ. S. BOURNE, P.E.
TRAFFIC CONTROL DESIGN ENGINEER
INDEX OF SHEETS
SHEET NO. TITLE
SEAL
APPROVED:
DATE:
TRANSPORTATION MANAGEMENT PLAN
N.C.D.O.T. WORK ZONE TRAFFIC CONTROL
WORK ZONE SAFETY & MOBILITY
ONFOE
T
AT
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DE
PA
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O F T R A N S PO
RT
ATIO
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AC
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NFOE
TA
TS
DE
PA
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ME
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OF RAT NSP
OR
TA
TI
ON
AN
IL
OR
AC
HTRO
"from the MOUNTAINS to the COAST"
DE
PA
RT
EN
O F ANSP
O
RT
AT
IO
N
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE TRAF FIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561
750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY)
PHONE: (919) 773-2800 FAX: (919) 771-2745
NASH COUNTY
TMP-1 TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS
TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
AND LEGEND
TMP-2 TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT
STRATEGIES, GENERAL NOTES)
NO
RTH CAROLIN
A
PR
OFESSION
AL
EN G IN E E
R
SEAL
025465
TIM A R E Y
STEVE KITE, P.E.
VICINITY MAP
APPROXIMATE
PROJECT LOCATION
TMP-2B WORK ZONE VARIABLE SPEED LIMIT DETAIL
TMP-2A OFF SITE DETOUR DETAIL
TIP
PR
OJE
CT
:
I-5
72
5 /
I-
57
61
58
58
97
97
95
95
TMP-3 CONSTRUCTION NARRATIVE AND
TEMPORARY TRAFFIC CONTROL PHASING
PLAN PREPARED IN THE OFFICE OF:
PH: 704 573 3003
River
18251811
1947
1946
1993
1940
1001
1001
1939
1985
1937
1984
1938
1981
1743
1742
1743
1741
1603
1789
1744
1991
1980
1745
1753
1841
1603
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1842
1843
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1831
1801
1800
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1928
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1870
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1873
1872
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1879
1880
1890
1890
1891
Tyson
Loop
Rd.
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Lindsay
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w.
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dsay
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Land
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.
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The
Riv
er
Rd.
Bend Of
The River
Rd.
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y
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pson
Rd.
Rd.
Chap
el
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er
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well
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erp
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Rd.
Rd.
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y
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Fork
Rd.
Old
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Rd.
Old
Barnes
Pond
Rd.
Vandiford
Rd.
Langle
y
Rd.
Old
Carria
ge
Rd.
Red
man
Autry
Rd.Benton
Lucas
Rd.
Rd.
CooperSchool
Westb
urgL
n.
E. P. TaylorRd.
Rd.
Taylo
r
E. P
.
Rd.
Dean
Ave.
Rd.
Hatt
ie
Baker
Rd.
Rd.
Tar
Riv
erChurch
Rd.
Hill
Old
Carriage
Rd.
Bend
Of
The
WindchasePt.Ct.
Dr.
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ood D
r.
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Arr
ingto
n
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Cutt-O
ff
Rd.
Rd.
Volu
nte
er
Rd.
Boone
Lewis Rd.
Alb
ert
Riv
er
Kathleen
Rd.
Leon
Rd.
Joyner
Rd.
Batc
helo
r
Rd.
Winstead
Sto
re
Collie
Rd.
Lan
ce
Rd.
Rd.
Country
Rd.
Daughtridge
Leasto
n
W.
Dr.
Rd.
Old
Bail
ey
Hig
hw
ay
W.
Mount
Dr.
Old
Baile
y
Hig
hw
ay
Thom
pson
Sugar
Rd
.
Rick’s
Rd.
Rd.
Alb
ert
Vaughn
Bend
of
The
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Rd.
BooneRd.
Spence
Cockrel
Rd.
Avia
tion
Dr.
Old
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ge
Rd.
Old
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ge
Rachel
Ave.
Kris
tie
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Sapony
Creek
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.
Loop
Rd.
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Rose
Oak
White
Rd.
Rd.
Bail
ey
Old
Old
Lucas S
apony
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Rd.
Win
dchase
Beckw
ith Rd.
Redman
Rd.
Church
Hil
l
Barnes
Baile
y
Hig
hw
ay
Hw
y
Old
Countr
y H
om
e
Rd.
Rd.
Mearns
Dr.Mount
W.
Rd.
Vaughn
Vaughn
Rd.
Joyner Rd.
Windchase
Dr.
Old Silver
Lake
Rd.
Bridge
Tender C
ir.
Old
e B
ay C
t.
Lochmere Bay Dr.
Saddle
horn D
r.
Edge
Dr.
Wate
rs
Carte
r
Gro
ve
D
rive
Overl
ook
Dr.
Fore
st C
ove R
d.
Edgewater Rd.Lake R
idge C
t.
Briar
Cre
ek
Rd.
Creekstone Rd.
Avia
tion
Dr.
132
127
Rd.
1001
1717
1742
Sandy Cross Road
97
95
58
9/22/2015
CHANGEABLE MESSAGESIGN
ROAD
WORK
AHEAD CLOSED
LEFT
LANE
48’’ X 48’’
W1-4L
MA
TC
HL
INE
SE
E S
HE
ET
TM
P-
SEAL
APPROVED: DATE:
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AYST
S
CA
I
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T
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PHASE I OVERVIEWS
16’
PHASE II OVERVIEWS
PHASE IV OVERVIEWS
PHASE III OVERVIEWS
PHASE IVC OVERVIEWS
GENERAL TEXT SIZE
TRANSPORTATION
MANAGEMENT PLAN
PLAN PREPARED IN THE OFFICE OF:
SHEET NO.PROJ. REFERENCE NO.
STA. STA.
STA.
-Y-
STA.
NO
RTH CAROLIN
A
PR
OFESSION
AL
ENGINEE
R
SEAL
025465
TIM AREY
I-5725/I-5761
PH 704 573 3003
LEGENDROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
FLAGGER
TRAFFIC CONTROL DEVICES
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
PAVEMENT MARKERS
CRYSTAL/CRYSTAL
CRYSTAL/RED
YELLOW/YELLOW
PAVEMENT MARKINGS
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
PAVEMENT MARKING SYMBOLSEXISTING LINES
TEMPORARY LINES
PAVEMENT MARKING SYMBOLS
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
TUBULAR MARKER
REMOVAL
WORK AREA
ROADWAY STANDARD
DRAWINGS & LEGEND
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING
1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1180.01 SKINNY - DRUM
1165.01 WORK VEHICLE LIGHTING SYSTEMS AND TMA DELINEATION
1145.01 BARRICADES
1135.01 CONES
1130.01 DRUMS
1115.01 FLASHING ARROW BOARDS
1110.02 PORTABLE WORK ZONE SIGNS
1110.01 STATIONARY WORK ZONE SIGNS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1101.05 WORK ZONE VEHICLE ACCESSES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.02 TEMPORARY LANE CLOSURES
1101.01 WORK ZONE WARNING SIGNSFLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
TEMP. SHORING (LOCATION PURPOSES ONLY)
TMP-1A
DIRECTION OF TRAFFIC FLOW
TEMPORARY PAVEMENT
ON-GOING CONSTRUCTION
1253.01 RAISED PAVEMENT MARKERS - (SNOWPLOWABLE)
9/22/2015
TMP-2
GENERAL NOTES
MANAGEMENT STRATEGIES
THIS PROJECT CONSISTS OF TWO SEPERATE CONSTRUCTION OPERATIONS THAT WILL
UTILIZE A COMBINATION OF LANE CLOSURES AND AN OFF SITE TO COMPLETE THE
CONSTRUCTION OPERATIONS. THESE OPERATIONS AND CONSTRUCTION PROCEDURES
ARE DESCRIBED IN THE NARRATIVE HEADING ON SHEET TMP-3.
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING
OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING,
OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE
CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED
BY THE ENGINEER.
TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ROAD NAME DAY AND TIME RESTRICTIONS
I-95 MONDAY-THURSDAY 7:00AM-8:00PM
FRIDAY-SUNDAY 7:00AM-10:00PM
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL
EVENTS AS FOLLOWS:
ROAD NAME
I-95
HOLIDAY
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
VOLUMES, AS DIRECTED BY THE ENGINEER.
2. FOR NEW YEAR’S, BETWEEN THE HOURS OF 6:30AM DECEMBER 31st TO
8:00PM JANUARY 2ND. IF NEW YEAR’S DAY IS ON A FRIDAY, SATURDAY,
SUNDAY, OR MONDAY THEN UNTIL 8:00PM THE FOLLOWING TUESDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 6:30AM THURSDAY AND 8:00PM
MONDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:30AM FRIDAY TO 8:00PM
TUESDAY.
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:30AM THE DAY BEFORE
INDEPENDENCE DAY AND 8:00PM THE DAY AFTER INDEPENDENCE DAY.
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
THEN BETWEEN THE HOURS OF 6:30AM THE THURSDAY BEFORE INDEPENDENCE
DAY AND 8:00PM THE TUESDAY AFTER INDEPENDENCE DAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:30AM FRIDAY AND 8:00PM
TUESDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:30AM TUESDAY TO
8:00PM MONDAY.
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:30AM THE FRIDAY BEFORE THE
WEEK OF CHRISTMAS DAY AND 8:00PM THE FOLLOWING TUESDAY AFTER THE
WEEK OF CHRISTMAS.
LANE AND SHOULDER CLOSURE REQUIREMENTS
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
TRAFFIC CONTROL DEVICES
R) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED,
OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.
S) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES (DRUMS)
PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
UNOPENED LANES ARE CLOSED TO TRAFFIC.
PAVEMENT MARKINGS AND MARKERS
T) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EACH DAY’S OPERATION.
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL
LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR
GUARDRAIL.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL
LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR
GUARDRAIL.
G) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
H) DO NOT INSTALL MORE THAN 1 MILE OF LANE CLOSURE ON I-95 MEASURED
FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE
CLOSURE.
I) DO NOT INSTALL MORE THAN ONE LANE CLOSURE IN ANY ONE DIRECTION ON
I-95.
PAVEMENT EDGE DROP OFF REQUIREMENTS
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED
SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED
SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
K) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN
LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE
WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE AND A
MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
TRAFFIC PATTERN ALTERATIONS
L) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT
FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR
TO THE BEGINNING OF CONSTRUCTION.
N) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO
THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN IN
THE TRAFFIC CONTROL PLANS.
O) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD
WHEN THE ROAD CLOSURE IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE DETOUR WHEN THE
DETOUR IS NOT IN OPERATION.
P) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
Q) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS
(W8-1) IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
ENGINEER.
GENERAL NOTES
C) DO NOT CLOSE ROADS AS FOLLOWS:
ROAD NAME DAY AND TIME RESTRICTIONS
I-95 MONDAY-SUNDAY 6:00AM-11:00PM
CHANGEABLE MESSAGESIGN
ROAD
WORK
AHEAD CLOSED
LEFT
LANE
48’’ X 48’’
W1-4L
MA
TC
HL
INE
SE
E S
HE
ET
TM
P-
SEAL
APPROVED: DATE:
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AYST
S
CA
I
M
T
TR
PHASE I OVERVIEWS
16’
PHASE II OVERVIEWS
PHASE IV OVERVIEWS
PHASE III OVERVIEWS
PHASE IVC OVERVIEWS
GENERAL TEXT SIZE
TRANSPORTATION
MANAGEMENT PLAN
PLAN PREPARED IN THE OFFICE OF:
SHEET NO.PROJ. REFERENCE NO.
STA. STA.
STA.
-Y-
STA.
NO
RTH CAROLIN
A
PR
OFESSION
AL
ENGINEE
R
SEAL
025465
TIM AREY
I-5725/I-5761
PH 704 573 3003
9/22/2015
NOTESENTRANCE RAMPS
250’
MAINLINE ACTIVE WORK AREA
250’
FINE
R2-6bP
36"x 24"
48’’ X 48’’
W3-5 55LIMIT
SPEED
48’’ X 48’’
AHEAD
ROAD
W20-1
WORK
$250WORK ZONE "VARIABLE" SPEED LIMIT DETAIL
FINE
$250
END
36" X 30"
SP 11294
1. THE WORK ZONE "VARIABLE" SPEED LIMIT WILL BE ESTABLISHED IN
COLLABORATION BETWEEN THE REGIONAL TRAFFIC ENGINEER,
THE DIVISION, AND THE WORK ZONE TRAFFIC CONTROL SECTION.
THIS DRAWING SHOWS THE TYPICAL APPLICATION OF REDUCING
THE SPEED LIMIT TO 55 MPH.
2. TYPICALLY THE WORK ZONE "VARIABLE" SPEED LIMIT APPLIES TO A SPECIFIC
PORTION AND NOT THE ENTIRE PROJECT. THE WORK AREA AFFECTED BY THE
SPEED REDUCTION SHOULD NOT EXCEED 2 MILES.
3. THE WORK ZONE "VARIABLE" SPEED LIMIT AND THE $250 SPEEDING FINE IS TO
BEGIN 500’ IN ADVANCE OF THE FLASHING ARROW PANEL AT THE MERGE TAPER.
THE EXISTING SPEED LIMIT SIGNS AND THE "END $250 FINE" SIGNS ARE TO BE
INSTALLED AT THE LOCATION WHERE THE EXISTING SPEED LIMIT IS TO RESUME.
4. THE NEED AND LOCATION OF ADDITIONAL POSTED WORK ZONE "VARIABLE" SPEED
LIMIT SIGNS WITHIN THE LANE CLOSURE IS TO BE DETERMINED BY THE REGIONAL
TRAFFIC ENGINEER.
CHANGEABLE MESSAGESIGN
2700’
1500’ +/- 1500’ +/-
250’ +/-
1000’
2 MILE MAXIMUM
ACTIVE WORK AREA
500’
MESSAGE
NO.1 NO.2
MESSAGE
SPEEDLIMIT
55
OR
48’’ X 48’’
W20-5 L
LEFT LANE
CLOSED
SPEED
LIMIT
55
36" X 48"
R2-1
THE EXISTING POSTED SPEED LIMIT36" X 48"
R2-1SPEEDLIMIT
65
$250
FINE
$250
FINE
SP 11297
30" X 24"
750’750’
CHANGEABLE MESSAGESIGN
MESSAGE
NO.1
MESSAGE
NO.2
W3-5A
48"x 48"
OR
55 MPH
ZONE
AHEAD
55 MPH
SPEED ZONE
AHEAD
$250
FINE
$250
FINE
SP 11297
30" X 24"
CHANGEABLE MESSAGESIGN
W3-5
48" X 48"
MESSAGE
NO.1
MESSAGE
NO.2
OR
BEGIN
55 MPH
1500 FT
WORKERS
IN
ROADWAY
W16-2P
30" X 24"
1500FEET
55LIMIT
SPEED
48’’ X 48’’
W20-5 L
LEFT LANE
CLOSED
AHEAD
W4-2L
48’’ X 48’’
CHANGEABLE MESSAGESIGN
MESSAGE
NO.1
MESSAGE
NO.2
LANE
CLOSED
LEFT MERGE
RIGHT
1 MILE INTIAL PLACEMENT
(SEE NOTE 8)
SIGN SPACINGS SHOWN ON THIS DETAIL MAY BE ADJUSTED
AS NECESSARY (UP TO 300’) IN ORDER TO AVOID
CONFLICTS WITH EXISTING SIGNS ALREADY IN PLACE
GUIDELINES1. THIS DRAWING IS FOR USE ONLY AFTER AN ENGINEERING INVESTIGATION HAS BEEN PERFORMED
BY THE REGIONAL TRAFFIC ENGINEER AND WORK ZONE TRAFFIC CONTROL SECTION. THE WORK
ZONE "VARIABLE" SPEED LIMIT IS INTENDED FOR USE ON FREEWAYS WITH SPEED LIMITS 65 MPH
OR GREATER. SEE WORK ZONE "VARIABLE" SPEED LIMIT GUIDELINES FOR CRITERIA.
2. THE STATE TRAFFIC ENGINEER HAS TO ORDINANCE THE SPEED LIMIT REDUCTION IN ORDER
FOR THE REDUCTION AND/OR $250 SPEEDING FINE TO BE VALID AND ENFORCEABLE. NO SPEED
LIMIT MESSAGES/SIGNS SHALL BE INSTALLED PRIOR TO RECEIVING A SIGNED ORDINANCE.
IN ADDITION, THE $250 SPEEEDING FINE ALSO REQUIRES A SEPARATE SIGNED ORDINANCE BY
THE STATE TRAFFIC ENGINEER.
3. EACH DIRECTION OF THE PROJECT IS TO BE EVALUATED FOR THE WORK ZONE "VARIABLE"
SPEED LIMIT REDUCTION. THIS DRAWING INTENTIONALLY HAS 1 DIRECTION SIGNED AS A
REMINDER TO CAREFULLY CONSIDER WHETHER BOTH DIRECTIONS OF THE PROJECT NEED
TO HAVE THE SPEED LIMIT REDUCED.
4. THE MAXIMUM LANE CLOSURE LENGTH IS 2 MILES UNLESS OTHERWISE SHOWN IN THE PLANS.
IN ADDITION, FOR ACTIVE WORK AREAS THAT EXCEED 1 MILE IN LENGTH, AN EVALUATION IS
TO BE MADE TO DETERMINE IF ADDITIONAL CMS’S/SIGNS ARE NEEDED TO SUPPLEMENT THE
INITIAL ONES. PORTABLE MOUNTED W3-5 SIGNS WITH SPEEDING PENALTY SIGNS ARE TO BE
PLACED ALONG ENTRANCE RAMPS LOCATED WITHIN THE ACTIVE WORK AREA.
5. THE $250 SPEEDING FINE PENALTY APPLIES FOR ALL PROJECTS THAT QUALIFY FOR A WORK ZONE
"VARIABLE" SPEED LIMIT REDUCTION.
6. THIS APPLICATION IS FOR SHORT-TERM ACTIVITIES SUCH AS LANE CLOSURES AND ROAD CLOSURES.
THE WORK ZONE "VARIABLE" SPEED LIMIT SHALL NOT BE IN OPERATION CONTINUOUSLY (24/7) FOR A
PERIOD EXCEEDING 30 CALENDAR DAYS. THE WORK ZONE "VARIABLE" SPEED LIMIT MESSAGING/SIGNAGE
SHALL BE REMOVED AT THE COMPLETION OF THE ACTIVITY. THE REGIONAL TRAFFIC ENGINEER WILL
BE NOTIFIED BY THE RESIDENT ENGINEER TO RESCIND THE ORDINANCE.
7. WHEN WORK ZONE "VARIABLE" SPEED LIMIT REDUCTIONS ARE IN EFFECT, THE CONTRACTOR IS TO
COVER ANY EXISTING SPEED LIMIT SIGNS LOCATED WITHIN THE ACTIVE WORK AREA THAT CONFLICT
WITH THE WORK ZONE "VARIABLE" SPEED LIMIT’ REDUCTION.
8. PLACE CMS APPROXIMATELY 1 MILE IN ADVANCE OF THE W20-5 SIGNS. IF TRAFFIC BACKS UP TO
WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS 1/2 MILE IN ADVANCE OF ANTICIPATED
BACKUP. CONTINUE TO MONITOR TRAFFIC, MOVE CMS APPROXIMATELY 1/2 MILE IN ADVANCE OF
ANTICIPATED BACKUP.
TMP-2B
CHANGEABLE MESSAGESIGN
ROAD
WORK
AHEAD CLOSED
LEFT
LANE
48’’ X 48’’
W1-4L
MA
TC
HL
INE
SE
E S
HE
ET
TM
P-
SEAL
APPROVED: DATE:
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AYST
S
CA
I
M
T
TR
PHASE I OVERVIEWS
16’
PHASE II OVERVIEWS
PHASE IV OVERVIEWS
PHASE III OVERVIEWS
PHASE IVC OVERVIEWS
GENERAL TEXT SIZE
TRANSPORTATION
MANAGEMENT PLAN
PLAN PREPARED IN THE OFFICE OF:
SHEET NO.PROJ. REFERENCE NO.
STA. STA.
STA.
-Y-
STA.
NO
RTH CAROLIN
A
PR
OFESSION
AL
ENGINEE
R
SEAL
025465
TIM AREY
I-5725/I-5761
PH 704 573 3003
9/22/2015
River
Tar RiverReservoir
CooperSchool
Mt. HermonChurch
Lindsay
Rd.
w.
Lin
dsay
Rd.
Chapel
Land
Rd
.
Bend of
The
Riv
er
Rd.
Bend Of
The River
Rd.
Tar
Riv
er
Churc
h
Riviera
Dr.
Adolphus T.
Jordan
Rd
.
Ferrel
Cro
well
Rd.
Cro
well
Rd.
Rd.
Riv
erp
oin
t
Horn
es
Rd.
Carter
Rd.R
d.
Elm
Cit
y
Sandy
Fork
Rd.
Old
Old
Rd.Benton
Lucas
Rd.
Rd.
CooperSchool
Rd.
Taylo
r
E. P
.
Rd.
Dean
Ave.
Baker
Rd.
Rd.
Tar
Riv
erChurch
Rd.
Hill
Old
Carriage
Rd.
Bend
Of
The
WindchasePt.Ct.
Dr.
Hayw
ood D
r.
Bend
Of
The
River
Rd.
Dr.
Britta
ny
Ct.
Bria
rwood
Dr.
Arr
ingto
n
Bra
sw
ell
Rd
.
Bones
Cutt-O
ff
Rd.
Rd.
Volu
nte
er
Rd.
Boone
Lewis Rd.
Alb
ert
Preacher
Riv
er
Kathleen
Rd.
Leon
Rd.
Joyner
Rd.
Rd.
Sto
re
Lan
ce
Rd.
Rd.
Country
Rd.
Rd.
Daughtridge
Rd.
Leasto
n
W.
Mount
Old
Bail
ey
Hig
hw
ay
W.
Mount
Dr.
Baile
y
Hig
hw
ay
Rd.
Rick’s
Rd.
Rd.
Alb
ert
Vaughn
Bend
of
The
River
Rd.
BooneRd.
Spence
Cockrel
Rd.
Avia
tion
Dr.
Old
Carria
ge
Rd.
Old
Carria
ge
Rachel
Ave.
Kris
tie
Ln.
Sapony
Creek
Sapony
Creek
Rd
.
Rose
Oak
Rd.
Rd.
Old
Lucas S
apony
Trl.
Rd.
Win
dchase
Riv
er W
alk
Driv
e
Tar
Riv
er
Cove
Barnes
Halifa
x
Tabern
acle
C
hurc
h
Churc
h
Gord
onR
d.
Baile
y
Rd.
Rd.
Mearns
Dr.Mount
W.
Rd.
Vaughn
Vaughn
Rd.
Joyner Rd.
Windchase
Dr.
Fie
ldstr
eam
Dr.
Old Silver
Bridge
Tender C
ir.
Old
e B
ay C
t.
Lochmere Bay Dr.
Saddle
horn D
r.
Edge
Dr.
Wate
rs
Carte
r
Gro
ve
D
rive
Overl
ook
Dr.
Doro
thy L
n.
Fore
st C
ove R
d.
Edgewater Rd.Lake R
idge C
t.
River
Briar
Cre
ek
Rd.
Creekstone Rd.
Roscoe L
n
Vick
Ln
Pocand L
n
Baker Ln
Leon Rd
Baker L
n
Still Pond Ln
Sunris
e L
n
Thom
as Rd
Tin
ks L
n
Billy’s Ln
Min
nie T
rl
Sheenas Ln
Lois
Ln
Pic
ture
sque T
rl
Sm
ith B
one L
n
Neig
hborhood R
d
Southgate Rd
Sonnys L
n
Fie
ld S
tream
Rd
Ell
a D
r
Lakeview
Ln
White Owl Ln
Weax P
arker L
n
Luth
er’s L
n
Air C
are Dr
Faa Dr
Fuel Farm
Ln
Lee Ln
Old Carriage Rd
Airport R
d
Air T
erm
inal D
r
Avia
tion
Dr.
Bible MissionaryChurch
Union MissionaryChurch
Tar River Church
Rick GroveChurch
Sandy ForkChurch
MortonChurch
Barnes HillChurch
RiversideChurch
SaponyChurch
VaughnChurch
Rocky Mount-Wilson Airport
Rd.
1.6
9
2.2
0
1.6
5
1.2
5
2.1
0
Sandy Cross Road
CHANGEABLE MESSAGESIGN
ROAD
WORK
AHEAD CLOSED
LEFT
LANE
48’’ X 48’’
W1-4L
MA
TC
HL
INE
SE
E S
HE
ET
TM
P-
SEAL
APPROVED: DATE:
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AYST
S
CA
I
M
T
TR
PHASE I OVERVIEWS
16’
PHASE II OVERVIEWS
PHASE IV OVERVIEWS
PHASE III OVERVIEWS
PHASE IVC OVERVIEWS
GENERAL TEXT SIZE
TRANSPORTATION
MANAGEMENT PLAN
PLAN PREPARED IN THE OFFICE OF:
SHEET NO.PROJ. REFERENCE NO.
STA. STA.
STA.
-Y-
STA.
NO
RTH CAROLIN
A
PR
OFESSION
AL
ENGINEE
R
SEAL
025465
TIM AREY
I-5725/I-5761
PH 704 573 3003
95
58
95
58
OFFSITE DETOUR
REFER TO NCDOT ROADWAY STANDARD DRAWING #1101.03,
FOR CLOSURE OF I-95.
SHEET 7 OF 9 TO SETUP TRAFFIC CONTROL DEVICES
REFER TO NCDOT ROADWAY STANDARD DRAWING #1101.03,
FOR CLOSURE OF I-95.
SHEET 7 OF 9 TO SETUP TRAFFIC CONTROL DEVICES
OFFSITE DETOUR ROUTE
TMP-2A
97
97
NOTE:
1. ALL DETOUR SIGN LOCATIONS ARE APPROXIMATE.
FINAL PLACEMENT AS DIRECTED BY ENGINEER.
BRANTLEY RD
OFFSITE DETOUR
M4-8
24’’ X 12’’
CB
SIGN ASSEMBLY
A
DETOURM4-8
24’’ X 12’’DETOUR
M4-8
24’’ X 12’’DETOUR
SIGN ASSEMBLY
SIGN ASSEMBLY
M6-3
21" x 15"
INTERSTATE
95M1-1
24’’ X 24’’
INTERSTATE
95M1-1
24’’ X 24’’
INTERSTATE
95M1-1
24’’ X 24’’
21" x 15"
M6-1
21’’ X 15’’
M6-1 L
97
M4-8
24’’ X 12’’
E
SIGN ASSEMBLY
D
DETOURM4-8
24’’ X 12’’DETOUR
SIGN ASSEMBLY
INTERSTATE
95M1-1
24’’ X 24’’
INTERSTATE
95M1-1
24’’ X 24’’
M5-1
21" x 15" 21" x 15"
M5-1 R
A
A
B
B
C
E
E
D
E
E
A
CD
A
9/22/2015
TMP-3
STEPS 1 THRU 5 ARE FOR THE SLAB REMOVAL AND REPLACEMENT OPERATION
STEP 1: INSTALL WORK ZONE ADVANCE WARNING SIGNS WITHIN THE PROJECT
LIMITS AS SHOWN IN ROADWAY STANDARD DRAWING NO. 1101.01, SHEET 1
THAT ALL MILLED SECTIONS SHALL BE REPLACED WITHIN THE SAME ROAD CLOSURE
PERIOD PRIOR TO OPENING I-95 BACK UP TO TRAFFIC THE FOLLOWING MORNING.
LOCATIONS WITH MILLED DROP OFFS WILL NOT BE ALLOWED ON I-95 WHEN I-95 IS
OPENED TO TRAFFIC IN ANY LANE CONFIGURATION.
STEPS 1 THRU 5 ARE FOR THE SLAB REMOVAL AND REPLACEMENT OPERATION
STEP 1: INSTALL WORK ZONE ADVANCE WARNING SIGNS WITHIN THE PROJECT
LIMITS AS SHOWN IN ROADWAY STANDARD DRAWING NO. 1101.01, SHEET 1
OF 3.
INSTALL AND COVER THE OFF SITE DETOUR SIGNING SHOWN ON SHEET
TMP-2A.
NOTE: THE WORK REQUIRED OF PHASE I, STEPS 2 THRU 3 SHALL CONTINUE UNTIL
ALL SLABS LOCATED WITHIN THE SOUTHBOUND I-95 TRAVEL LANES HAVE BEEN
REPLACED.
INTERMEDIATE CONTRACT TIME:
COMPLETE THE WORK DESCRIBED IN STEPS 2 THRU 3 BEGINNING AT 11:00 PM ON A
SUNDAY, MONDAY, TUESDAY, OR WEDNESDAY NIGHT AND COMPLETING BY THE
WEEKEND DAY LIGHT HOURS BEGINNING ON FRIDAY MORNING AT 7:00AM. THEREFORE,
ALL SLAB REPLACEMENTS SHOULD BE COORIDATED WITHIN EACH WEEK SO THAT BOTH
LANES OF SOUTHBOUND I-95 CAN BE OPENED UP TO TRAFFIC BY 7:00AM EACH
FRIDAY MORNING. AN EXAMPLE CONSTRUCTION SEQUENCE IS AS FOLLOWS:
- CLOSE SOUTHBOUND I-95 ON SUNDAY NIGHT AT 11:00PM. COMPLETE SLAB
REMOVAL AND REPLACEMENT ON X NUMBER OF SLAB(S) BEFORE 7:00AM MONDAY
MORNING.
- REOPEN SOUTHBOUND I-95 TO ONE LANE BY 7:00AM MONDAY MORNING.
- CLOSE SOUTHBOUND I-95 ON MONDAY NIGHT AT 11:00PM. COMPLETE SLAB
REMOVAL AND REPLACEMENT ON X NUMBER OF SLAB(S) BEFORE 7:00AM TUESDAY
MORNING.
- REOPEN SOUTHBOUND I-95 TO ONE LANE BY 7:00AM TUESDAY MORNING.
THIS PROCESS CONTINUES THROUGHOUT THE WEEKDAYS HEADING INTO THE FRIDAY
THROUGH SUNDAY DAY TIME LANE CLOSURE RESTRICTIONS. ALSO, PLEASE NOTE
THAT ALL REMOVED SLABS SHALL BE REPLACED WITHIN THE SAME ROAD CLOSURE
PERIOD PRIOR TO OPENING I-95 BACK UP TO TRAFFIC THE FOLLOWING MORNING.
SLAB REMOVAL DROP OFFS WILL NOT BE ALLOWED ON I-95 WHEN I-95 IS OPENED
TO TRAFFIC IN ANY LANE CONFIGURATION.
STEPS 6 THRU 7 ARE FOR THE LATEX MODIFIED OVERLAY OPERATION
NOTE: THE WORK REQUIRED OF STEPS 6 THRU 7 SHALL CONTINUE UNTIL THE HYDRO
MILLING AND REPLACEMENT OPERATION LOCATED WITHIN THE NORTHBOUND I-95
TRAVEL LANES HAS BEEN COMPLETED.
COMPLETE THE WORK DESCRIBED IN STEPS 6 THRU 7 BEGINNING AT 11:00 PM ON A
SUNDAY, MONDAY, TUESDAY, OR WEDNESDAY NIGHT AND COMPLETING BY THE
CONSTRUCTION NARRATIVE
SLAB REMOVAL AND REPLACEMENT
THIS PROJECT HAS TWO SEPARATE CONSTRUCTION OPERATIONS. A DESCRIPTION OF
EACH CONSTRUCTION OPERATION AND THE BASIC ACCOMPANYING TRAFFIC
MANAGEMENT PROCEDURE TO ACCOMPOLISH THE CONSTRUCTION IS DESCRIBED BELOW:
CONSTRUCTION DESCRIPTION: THIS OPERATION CONSISTS OF A TOTAL OF EIGHTEEN
EXISTING SLABS THAT WILL BE REPLACED ALONG EXISTING SOUTHBOUND I-95 IN
THE VICINITY OF MILE MARKER 132. TEN OF THE SLABS ARE LOCATED IN THE
OUTSIDE LANE OF SOUTHBOUND I-95, FOUR OF THE SLABS ARE LOCATED IN THE
INSIDE LANE OF SOUTHBOUND I-95 AND THE REMAINING FOUR SLABS ARE LOCATED
IN THE PARALLEL PORTION OF THE RAMP ACCELERATION LANE FOR THE SANDY
CROSS ROAD TO SOUTHBOUND I-95 ON RAMP. THESE SLABS WILL BE REMOVED AND
REPLACED WITH A HIGH-EARLY CONCRETE.
TRAFFIC MANAGEMENT PROCEDURE: SOUTHBOUND I-95 WILL BE CLOSED AND PLACED
ON THE OFF SITE DETOUR SHOWN IN THESE PLANS DURING THE SLAB REMOVAL AND
REPLACEMENT PROCESS FOR THE SLABS LOCATED WITHIN THE SOUTHBOUND I-95
TRAVEL LANES. THESE SLABS WILL BE REMOVED AND REPLACED WITHIN THE 7 HOUR
ROAD CLOSURE PERIOD ALLOWED BY THE INTERMEDIATE CONTRACT TIME IN THESE
PLANS. THE FOLLOWING MORNING; SOUTHBOUND I-95 WILL BE OPENED UP INTO A
ONE LANE PATTERN ALLOWING THE NEW SLAB IN THE CLOSED LANE TO FULLY CURE.
NOTE THAT THE CONTINUOUS LANE CLOSURE RESTRICTION TIMES DESCRIBED WITHIN
THE INTERMEDIATE CONTRACT TIME DO NOT ALLOW LANE CLOSURES ON I-95 DURING
WEEKEND DAY LIGHT HOURS BEGINNING ON FRIDAY MORNING AT 7:00AM. THEREFORE,
ALL SLAB REPLACEMENTS SHOULD BE COORIDATED WITHIN EACH WEEK SO THAT BOTH
LANES OF SOUTHBOUND I-95 CAN BE OPENED UP TO TRAFFIC BY 7:00AM EACH
FRIDAY MORNING. AN EXAMPLE CONSTRUCTION SEQUENCE IS AS FOLLOWS:
- CLOSE SOUTHBOUND I-95 ON SUNDAY NIGHT AT 11:00PM. COMPLETE SLAB
REMOVAL AND REPLACEMENT ON X NUMBER OF SLAB(S) BEFORE 7:00AM MONDAY
MORNING.
- REOPEN SOUTHBOUND I-95 TO ONE LANE BY 7:00AM MONDAY MORNING.
- CLOSE SOUTHBOUND I-95 ON MONDAY NIGHT AT 11:00PM. COMPLETE SLAB
REMOVAL AND REPLACEMENT ON X NUMBER OF SLAB(S) BEFORE 6:00AM TUESDAY
MORNING.
- REOPEN SOUTHBOUND I-95 TO ONE LANE BY 6:00AM TUESDAY MORNING.
THIS PROCESS CONTINUES THROUGHOUT THE WEEKDAYS HEADING INTO THE FRIDAY
THROUGH SUNDAY DAY TIME LANE CLOSURE RESTRICTIONS. ALSO, PLEASE NOTE
THAT ALL REMOVED SLABS SHALL BE REPLACED WITHIN THE SAME ROAD CLOSURE
PERIOD PRIOR TO OPENING I-95 BACK UP TO TRAFFIC THE FOLLOWING MORNING.
SLAB REMOVAL DROP OFFS WILL NOT BE ALLOWED ON I-95 WHEN I-95 IS OPENED
TO TRAFFIC IN ANY LANE CONFIGURATION.
THE SLAB REMOVAL AND REPLACEMENT OPERATION FOR THE SLABS LOCATED IN THE
PARALLEL PORTION OF THE RAMP ACCELERATION LANE FOR THE SANDY CROSS ROAD
TO SOUTHBOUND I-95 ON RAMP SHALL BE ACCOMPLISHED WITH THE RAMP CLOSED TO
TRAFFIC USING THE OFF SITE DETOUR SHOWN IN THESE PLANS AND SOUTHBOUND
I-95 TRAFFIC PLACED IN THE MEDIAN LANE DURING THE LANE CLOSURE
RESTRICTION TIMES SHOWN IN GENRAL NOTE A OF THESE PLANS. BOTH LANES OF
I-95 SHALL BE REOPENED TO TRAFFIC BY 7:00AM THE FOLLOWING MORNING WITH
THE ON RAMP REMAINING CLOSED. THIS PROCEDURE SHALL CONTINUE UNTIL THE
REPLACED SLABS IN THE ACCELERATION LANE HAVE PROPERLY CURED.
CONSTRUCTION DESCRIPTION: THIS PROCEDURE WILL TAKE PLACE ON NORTHBOUND
I-95 IN THE VICINITY OF MILE MARKER 137. THE AREA ENCOMPASSED IS A FULL
WIDTH (25’+/-) SECTION OF NORTHBOUND I-95 APPROXIMATELY 75’+/- IN LENGTH.
IN THIS SECTION, BOTH LANES OF I-95 WILL BE HYDRO MILLED TO A DEPTH OF
3" AND REPLACED WITH A HIGH-EARLY LATEX MODIFIED OVERLAY.
TRAFFIC MANAGEMENT PROCEDURE: NORTHBOUND I-95 WILL BE CLOSED AND PLACED
ON THE OFF SITE DETOUR SHOWN IN THESE PLANS DURING THE MILLING AND
REPLACEMENT OVERLAY PROCESS. ONE LANE SHOULD BE MILLED AND REPLACED
WITHIN THE 7 HOUR ROAD CLOSURE PERIOD ALLOWED BY THE INTERMEDIATE
CONTRACT TIME IN THESE PLANS. THE FOLLOWING MORNING; NORTHBOUND I-95
WILL BE OPENED UP INTO A ONE LANE PATTERN ALLOWING THE NEW OVERLAY IN
THE CLOSED LANE TO FULLY CURE. NOTE THAT THE CONTINUOUS LANE CLOSURE
RESTRICTION TIMES DESCRIBED WITHIN THE INTERMEDIATE CONTRACT TIME DO NOT
ALLOW LANE CLOSURES ON I-95 DURING WEEKEND DAY LIGHT HOURS BEGINNING ON
FRIDAY MORNING AT 7:00AM. THEREFORE, ALL MILLING AND REPLACEMENTS SHOULD
BE COORIDATED WITHIN EACH WEEK SO THAT BOTH LANES OF SOUTHBOUND I-95 CAN
BE OPENED UP TO TRAFFIC BY 7:00AM EACH FRIDAY MORNING. ALSO, PLEASE NOTE
THAT ALL MILLED SECTIONS SHALL BE REPLACED WITHIN THE SAME ROAD CLOSURE
PERIOD PRIOR TO OPENING I-95 BACK UP TO TRAFFIC THE FOLLOWING MORNING.
LOCATIONS WITH MILLED DROP OFFS WILL NOT BE ALLOWED ON I-95 WHEN I-95 IS
OPENED TO TRAFFIC IN ANY LANE CONFIGURATION.
OF 3.
INSTALL AND COVER THE OFF SITE DETOUR SIGNING SHOWN ON SHEET
TMP-2A.
NOTE: THE WORK REQUIRED OF PHASE I, STEPS 2 THRU 3 SHALL CONTINUE UNTIL
ALL SLABS LOCATED WITHIN THE SOUTHBOUND I-95 TRAVEL LANES HAVE BEEN
LATEX MODIFIED OVERLAY
PHASING
SOUTHBOUND I-95 ON RAMP WILL BE ALLOWED UNTIL THE REPLACED SLABS ARE
PROPERLY CURED TO HANDLE TRAFFIC.
STEP 4: CLOSE THE SANDY CROSS ROAD TO SOUTHBOUND I-95 ON RAMP USING THE
I-95 OFF SITE DETOUR FOR SANDY CROSS ROAD AS SHOWN ON SHEET
TMP-2A. USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 4 OF
15, PLACE SOUTHBOUND I-95 TRAFFIC INTO THE MEDIAN LANE. COMPLETE
THE SLAB REMOVAL AND REPLACEMENT PROCESS ON THE SANDY CROSS
STEPS 5 THRU 6 ARE FOR THE LATEX MODIFIED OVERLAY OPERATION
NOTE: THE WORK REQUIRED OF STEPS 5 THRU 6 SHALL CONTINUE UNTIL THE HYDRO
MILLING AND REPLACEMENT OPERATION LOCATED WITHIN THE NORTHBOUND I-95
TRAVEL LANES HAS BEEN COMPLETED.
INTERMEDIATE CONTRACT TIME:
COMPLETE THE WORK DESCRIBED IN STEPS 5 THRU 6 BEGINNING AT 11:00 PM ON A
SUNDAY, MONDAY, TUESDAY, OR WEDNESDAY NIGHT AND COMPLETING BY THE
FOLLOWING MORNING AT 6:00AM.
STEP 5: UNCOVER THE OFF SITE DETOUR SIGNING FOR NORTHBOUND I-95 SHOWN ON
SHEET TMP-2A. USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET
7 OF 9, EXIT ALL I-95 NORTHBOUND TRAFFIC ONTO THE NC 97 OFF RAMP.
COMPLETE THE HYDRO MILLING AND OVERLAY PROCESS AS DESCRIBED
WITHIN THE NARRATIVE SECTION ABOVE.
STEP 6: USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 4 OF 15,
INSTALL LANE CLOSURE DEVICES FOR NORTHBOUND I-95, REMOVE THE
ROAD CLOSURE DEVICES FOR NORTHBOUND I-95 INSTALLED IN STEP 5
ABOVE AND PLACE NORTHBOUND I-95 TRAFFIC INTO A ONE LANE PATTERN.
NOTE THAT NORTHBOUND I-95 MUST REOPEN TO A TWO LANE PATTERN ON
FRIDAY, SATURDAY AND SUNDAY MORNINGS AT 7:00AM.
STEP 7: USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 4 OF 15,
INSTALL POLYUREA PAVEMENT MARKINGS AND SNOWPLOWABLE MARKERS IN
ALL AREAS WHERE THE SLAB REPLACEMENT AND LATEX MODIFIED OVERLAY
WAS CONDUCTED.
STEP 8: REMOVE ALL TRAFFIC CONTROL DEVICES.
STEPS 1 THRU 4 ARE FOR THE SLAB REMOVAL AND REPLACEMENT OPERATION
STEP 1: INSTALL WORK ZONE ADVANCE WARNING SIGNS WITHIN THE PROJECT
LIMITS AS SHOWN IN ROADWAY STANDARD DRAWING NO. 1101.01, SHEET 1
OF 3.
INSTALL AND COVER THE OFF SITE DETOUR SIGNING SHOWN ON SHEET
TMP-2A.
NOTE: THE WORK REQUIRED OF STEPS 2 THRU 3 SHALL CONTINUE UNTIL ALL SLABS
LOCATED WITHIN THE SOUTHBOUND I-95 TRAVEL LANES HAVE BEEN REPLACED.
INTERMEDIATE CONTRACT TIME:
COMPLETE THE WORK DESCRIBED IN STEPS 2 THRU 3 BEGINNING AT 11:00 PM ON A
SUNDAY, MONDAY, TUESDAY, OR WEDNESDAY NIGHT AND COMPLETING BY THE
FOLLOWING MORNING AT 6:00AM.
STEP 2: UNCOVER THE OFF SITE DETOUR SIGNING FOR SOUTHBOUND I-95 SHOWN ON
SHEET TMP-2A. USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET
7 OF 9, EXIT ALL I-95 SOUTHBOUND TRAFFIC ONTO SANDY CROSS ROAD
OFF RAMP.
COMPLETE THE SLAB REMOVAL AND REPLACEMNENT PROCESS AS DESCRIBED
WITHIN THE NARRATIVE SECTION ABOVE.
STEP 3: USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 4 OF 15,
INSTALL LANE CLOSURE DEVICES FOR SOUTHBOUND I-95, REMOVE THE
ROAD CLOSURE DEVICES FOR I-95 INSTALLED IN STEP 2 ABOVE AND
PLACE SOUTHBOUND I-95 TRAFFIC INTO A ONE LANE PATTERN. NOTE THAT
SOUTHBOUND I-95 MUST REOPEN TO A TWO LANE PATTERN ON FRIDAY,
SATURDAY AND SUNDAY MORNINGS AT 7:00AM.
NOTE: THE WORK REQUIRED OF STEP 4 SHALL BE COMPLETED WITHIN ONE NIGHT
TIME CONSTRUCTION PERIOD (MULTIPLE CONSECUTIVE NIGHTS ARE ALLOWED)
BEGINNING ON ANY DAY AT 8:00PM AND COMPLETING BY 7:00AM THE FOLLOWING
MORNING. DAY TIME LANE CLOSURES ON I-95 WILL NOT BE ALLOWED FOR THIS
OPERATION. HOWEVER, FULL TIME CLOSURE OF THE SANDY CROSS ROAD TO
SOUTHBOUND I-95 ON RAMP WILL BE ALLOWED UNTIL THE REPLACED SLABS ARE
PROPERLY CURED TO HANDLE TRAFFIC.
STEP 4: CLOSE THE SANDY CROSS ROAD TO SOUTHBOUND I-95 ON RAMP USING THE
I-95 OFF SITE DETOUR FOR SANDY CROSS ROAD AS SHOWN ON SHEET
TMP-2A. USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 4 OF
15, PLACE SOUTHBOUND I-95 TRAFFIC INTO THE MEDIAN LANE. COMPLETE
THE SLAB REMOVAL AND REPLACEMENT PROCESS ON THE SANDY CROSS
ROAD TO SOUTHBOUND I-95 ON RAMP AS DESCRIBED WITHIN THE
NARRATIVE SECTION. REMOVE THE SOUTHBOUND I-95 LANE CLOSURE
DEVICES AND REOPEN SOUTHBOUND I-95 TO TWO LANES BEFORE 7:00AM
THE FOLLOWING MORNING. KEEP THE SANDY CROSS ROAD TO SOUTHBOUND
I-95 ON RAMP CLOSED TO TRAFFIC UNTIL 1THE REPLACED SLABS ARE
PROPERLY CURED TO HANDLE TRAFFIC.
CONSTRUCTION NARRATIVE AND
TRAFFIC CONTROL PHASING
CHANGEABLE MESSAGESIGN
ROAD
WORK
AHEAD CLOSED
LEFT
LANE
48’’ X 48’’
W1-4L
MA
TC
HL
INE
SE
E S
HE
ET
TM
P-
SEAL
APPROVED: DATE:
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AYST
S
CA
I
M
T
TR
PHASE I OVERVIEWS
16’
PHASE II OVERVIEWS
PHASE IV OVERVIEWS
PHASE III OVERVIEWS
PHASE IVC OVERVIEWS
GENERAL TEXT SIZE
TRANSPORTATION
MANAGEMENT PLAN
PLAN PREPARED IN THE OFFICE OF:
SHEET NO.PROJ. REFERENCE NO.
STA. STA.
STA.
-Y-
STA.
NO
RTH CAROLIN
A
PR
OFESSION
AL
ENGINEE
R
SEAL
025465
TIM AREY
I-5725/I-5761
PH 704 573 3003
9/22/2015