STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1

SHEET NO.

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TRAFFIC CONTROL PROJECT ENGINEER

TRAFFIC CONTROL PROJECT DESIGN ENGINEER

STATE TRAFFIC MANAGEMENT ENGINEER

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

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PHONE: (919) 773-2800 FAX: (919) 771-2745

750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY)

1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561

PRELIMINARY

ORANGE COUNTY

NC License No: F-0258

Engineering

TIP P

ROJE

CT: P-4405I

STATE PROJECT P-4405I

SKETCH MAP SHOWING THE VICINITY OF

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PROJECTBEGIN

PROJECTEND

PHASE I DETAILTMP-4 THRU TMP-6

PHASING TMP-3

PROJECT NOTESTMP-2

LEGEND & TEMPORARY PAVEMENT MARKING SCHEDULE

LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,TMP-1A

INDEX OF SHEETSTMP-1

SHEET NO.PROJ. REFERENCE NO.

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SEAL

TMP-1A

SEAL

APPROVED: DATE:

LEGENDROADWAY STANDARD DRAWINGS

TITLESTD. NO.

FLAGGER

TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)

FLASHING ARROW PANEL (TYPE C)

TRAFFIC CONTROL DEVICES

CONE

DRUM

STATIONARY SIGN

PORTABLE SIGN

CHANGEABLE MESSAGE SIGN

STATIONARY OR PORTABLE SIGN

SKINNY DRUM

BARRICADE (TYPE III)

TEMPORARY SIGNING

SIGNALS

PAVEMENT MARKERS

CRYSTAL/CRYSTAL

CRYSTAL/RED

YELLOW/YELLOW

PAVEMENT MARKINGS

E

M

P

T

LAW ENFORCEMENT

TEMPORARY CRASH CUSHION

PAVEMENT MARKING SYMBOLS

EXISTING LINES

TEMPORARY LINES

PAVEMENT MARKING SYMBOLS

EXISTING PROPOSED TEMPORARY

DIRECTION OF TRAFFIC FLOW

NORTH ARROW

GENERAL

EXIST. PVMT.

PROPOSED PVMT.

DIRECTION OF PEDESTRIAN TRAFFIC FLOW

TUBULAR MARKER

REMOVAL

WORK AREA

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MARKING SCHEDULE

TEMPORARY PAVEMENT

LEGEND &

ROADWAY STANDARD DRAWINGS,

PRELIMINARY

NC License No: F-0258

Engineering

P-4405I

CONSIDERED A PART OF THESE PLANS:

DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE

PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,

THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -

1180.01 SKINNY-DRUM

1170.01 POSITIVE PROTECTION

FLAGGING DEVICES1150.01

1145.01 BARRICADES

1135.01 CONES

1130.01 DRUM

1110.02 PORTABLE WORK ZONE SIGNS

1110.01 STATIONARY WORK ZONE SIGNS

1101.11 TRAFFIC CONTROL DESIGN TABLES

1101.02 TEMPORARY LANE CLOSURES

1101.01 WORK ZONE ADVANCE WARNING SIGNS

GENERAL NOTES

TMP-2

PLAN

OPERATIONS

TRANSPORTATION

OR DIRECTED BY THE ENGINEER.

THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF

ENGINEER.

SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE

OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,

TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED

DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL

(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE

H) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN

SIGNING

TRAFFIC PATTERN ALTERATION.

G) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY

TRAFFIC PATTERN ALTERATIONS

OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.

"UNEVEN LANES" SIGNS (W8-11) IN ADVANCE AND A MINIMUM

OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING

F) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES

ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.

BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE

POSTED SPEED LIMITS LESS THAN 45 MPH.

BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH

POSTED SPEED LIMITS OF 45 MPH OR GREATER.

BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH

EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:

PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN

E) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING

PAVEMENT EDGE DROP OFF REQUIREMENTS

EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.

BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR

THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED

OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO

D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL

BARRIER OR GUARDRAIL.

STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY

OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY

ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN

C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER

BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.

STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY

OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY

B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN

LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.

PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO

A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING

LANE AND SHOULDER CLOSURE REQUIREMENTS

ATTACHED, OF SUFFICIENT LENTH TO CLOSE ENTIRE ROADWAY.

L) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2

REQUIREMENTS.

1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL

REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS

10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.

AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,

K) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK

TRAFFIC CONTROL DEVICES

TRAFFIC PATTERN.

J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY

TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.

I) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING

SEAL

APPROVED: DATE:

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SHEET NO.PROJ. REFERENCE NO.

PRELIMINARY

NC License No: F-0258

Engineering

P-4405I

SEAL

APPROVED: DATE:

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SHEET NO.PROJ. REFERENCE NO.

PRELIMINARY

NC License No: F-0258

Engineering

P-4405I

PHASING

TMP-3

PHASE I

PHASE II

PHASING

(REFER TO ROADWAY PLANS).

PERFORM PAVEMENT REMOVAL AND CONSTRUCT EARTHEN BERM

STEP 1

-CLOSE EXISTING GORDON THOMAS DRIVE DRIVE AT THE RAILROAD CROSSING

-SHIFT TRAFFIC TO FINAL PATTERN AND OPEN ALL LANES

-PLACE FINAL LAYER OF SURFACE COURSE

-COMPLETE PROPOSED DRAINAGE

PERFORM THE FOLLOWING:

STEP 3

-Y1TURNAROUND-

-L- STA 10+18– TO -L- STA 41+80–

TMP-4 THRU TMP-7):

UP TO BUT NOT INCLUDING THE FINAL LAYER OF ASPHALT (SEE SHEETS

AWAY FROM TRAFFIC AND USING FLAGGERS, CONSTRUCT THE FOLLOWING

PROPOSED DRAINAGE.

AWAY FROM TRAFFIC AND USING FLAGGERS, BEGIN INSTALLATION OF

STEP 2

INSTALL ALL ADVANCE WORK ZONE WARNING SIGNS.

STEP 1

SEAL

APPROVED: DATE:

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SHEET NO.PROJ. REFERENCE NO.

PRELIMINARY

NC License No: F-0258

Engineering

P-4405I TMP-4

SEE S

HEET T

MP-5

MAT

CHLI

NE -L- ST

A 20+00

15+00

20+00

-L- STA 10+18–

-L-

SR 1716 COUCH MOUNTAIN RD

PASCHALL DRIVE

PHASE I DETAIL

R11-2

48’’ x 30’’

ROAD

CLOSED

TYPE III BARRICADE

1

1

2

2

2

ROAD

CLOSED

R11-2

48’’ x 30’’

TYPE III BARRICADE

SEAL

APPROVED: DATE:

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SHEET NO.PROJ. REFERENCE NO.

PRELIMINARY

NC License No: F-0258

Engineering

P-4405I TMP-5

MAT

CHLI

NE -L- ST

A 20+00

SEE S

HEET T

MP-4

-L-

SE

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HE

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TMP-6

MA

TC

HLI

NE -

L- S

TA 33

+00

PHASE I DETAIL

25

+00

30+00

PASCHALL DR

SEAL

APPROVED: DATE:

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SHEET NO.PROJ. REFERENCE NO.

PRELIMINARY

NC License No: F-0258

Engineering

P-4405I

NORFOLK SOUTHERN/NORTH CAROLINA RAILROAD

TMP-6

PHASE I DETAIL

PASCHALL DR

TH

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AS

DR

GO

RD

ON

-L- STA 41+80–

SE

E S

HE

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TMP-5

MA

TC

HLI

NE -

L- S

TA 33

+00

35

+00

40

+00

-L-

-Y1-

10+00 (-Y1-)-Y1TURNAROUND-

TO BE PERFORMED IN PHASE II

PAVEMENT REMOVAL AND EARTHEN BERM