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This file or an individual page

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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

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OF RAT NSP

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"from the MOUNTAINS to the COAST"

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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

1745

1842

1843

17851981

1831

1801

1800

1752

1816

1754

1755

1751

1749

1748

1603

1603

1819

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18341709

1710

1820

1821

1745

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1933

1933

1935

1717

1717

1815

1934

1931

1930

1932

1936

1756

1997

1929

1001

1928

1900

1925

1923

1982

1706

1769

1848

1850

1855

1854

1856

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1810

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1717

1849

1752

1847

1756

1909

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1983

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1818

1817

1753

1867

18691868

1868

1745

1870

1873

1873

1872

1878

1879

1880

1890

1890

1891

Tyson

Loop

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Lindsay

Rd.

w.

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dsay

Rd.

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Land

Rd

.

Bend of

The

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er

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pson

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el

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Rd.

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Rd.

Red

man

Autry

Rd.Benton

Lucas

Rd.

Rd.

CooperSchool

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urgL

n.

E. P. TaylorRd.

Rd.

Taylo

r

E. P

.

Rd.

Dean

Ave.

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ie

Baker

Rd.

Rd.

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erChurch

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Hill

Old

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ood D

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Rd.

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Lewis Rd.

Alb

ert

Riv

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Kathleen

Rd.

Leon

Rd.

Joyner

Rd.

Batc

helo

r

Rd.

Winstead

Sto

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Rd.

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Country

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Hig

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ay

W.

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Old

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Thom

pson

Sugar

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.

Rick’s

Rd.

Rd.

Alb

ert

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Bend

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Spence

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Rd.

Avia

tion

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ge

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.

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White

Rd.

Rd.

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Old

Lucas S

apony

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dchase

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ith Rd.

Redman

Rd.

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Barnes

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Hig

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Old

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om

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Rd.

Rd.

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Dr.Mount

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Rd.

Vaughn

Vaughn

Rd.

Joyner Rd.

Windchase

Dr.

Old Silver

Lake

Rd.

Bridge

Tender C

ir.

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e B

ay C

t.

Lochmere Bay Dr.

Saddle

horn D

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Edge

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Overl

ook

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ove R

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idge C

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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

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SE

E S

HE

ET

TM

P-

SEAL

APPROVED: DATE:

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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


SHEET NO.PROJ. REFERENCE NO.

STA. STA.

STA.

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OFESSION

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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


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

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EN

OF ANSP

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OF

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TRAFFIC

C

ON

TR

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DIV

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NOF HIG

HW

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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



STA. STA.

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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.


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’


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"


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’’


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


ROAD

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PHASE IVC OVERVIEWS

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Sandy Cross Road


ROAD

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PHASE II OVERVIEWS

PHASE IV OVERVIEWS

PHASE III OVERVIEWS

PHASE IVC OVERVIEWS

GENERAL TEXT SIZE

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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


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


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

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E

D

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CD

A

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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.




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


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.



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


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


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.


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.




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.


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.




OF 3.


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.




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.


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


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


CONSTRUCTION NARRATIVE AND

TRAFFIC CONTROL PHASING


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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PHASE I OVERVIEWS

16’

PHASE II OVERVIEWS

PHASE IV OVERVIEWS

PHASE III OVERVIEWS

PHASE IVC OVERVIEWS

GENERAL TEXT SIZE

TRANSPORTATION

MANAGEMENT PLAN



STA. STA.

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A

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OFESSION

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ENGINEE

R

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025465

TIM AREY

I-5725/I-5761

PH 704 573 3003

9/22/2015

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