state of north carolina division of highways index of ... 4... · dated january 2012 are applicable...

Farm R

d.

Old

DOLE DR

BUS

H

CT

MILTON DR

BELLS RD

R

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READS RD

1534

1702

1737

1710

1710

1729

1742

1742

1742

1751

1745

1750

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.57

.53

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Pop. 1,360

125

125

125

125

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173

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.33

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MILTON DR

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95

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1661

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16721662

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1627

m

170

RAILROAD

Creek

Chocko

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WELDON

(UNINC.)

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LOCATION:

AREA

PROJECT

VICINITY MAP

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

NC COA No. F-1255Raleigh, NC 27612-3228Suite 4005400 Glenwood AvenueCDM Smith Inc.

TYPE OF WORK:

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1

SHEET NO.

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CT: 80028

TRAFFIC CONTROL PROJECT ENGINEER

TRAFFIC CONTROL PROJECT DESIGN ENGINEER

STATE TRAFFIC MANAGEMENT ENGINEERJ. S. BOURNE, P.E.

D. Z. KEISER, P.E.

K. A. PERSIANI, P.E.

A. M. CONRAD, P.E. TRAFFIC CONTROL DESIGN ENGINEER

INDEX OF SHEETS

SHEET NO. TITLE

SEAL

APPROVED:

DATE:

TRANSPORTATION MANAGEMENT PLAN

HALIFAX COUNTY

N.C.D.O.T. WORK ZONE TRAFFIC CONTROL

WORK ZONE SAFETY & MOBILITY

ONFOE

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"from the MOUNTAINS to the COAST"

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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

TMP-2 TEMPORARY TRAFFIC CONTROL PHASE 1 AND 2 DETAIL

STRATEGIES AND PHASING)

TMP-1C TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT

TMP-1B TRANSPORTATION OPERATIONS PLAN: (GENERAL NOTES)

AND LEGEND

TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS

TMP-1 TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS

GRADING, DRAINAGE AND PAVING

CLUB ROAD) TO COLLEGE DRIVE

ACCESS ROAD FROM SR 1641 (COUNTRY

PROPOSED HALIFAX COMMUNITY COLLEGE

DocuSign Envelope ID: F3EEEB3B-14FC-4D1F-ADA8-4A6812DC6B58

5/18/2017

SHEET NO.PROJ. REFERENCE NO.

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TMP-1A

ROADWAY STANDARD DRAWINGS

TITLESTD. NO.

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

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

80028


DRAWINGS & LEGEND

ROADWAY STANDARD

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APPROVED:

DATE:

SEAL



LEGEND

TRAFFIC CONTROL DEVICES

STATIONARY SIGN

PORTABLE SIGN

STATIONARY OR PORTABLE SIGN

TEMPORARY SIGNING

SIGNALS

PAVEMENT MARKINGS

E

M

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GENERAL

PAVEMENT MARKING SYMBOLS

PAVEMENT MARKERS

CRYSTAL/CRYSTAL

CRYSTAL/RED

YELLOW/YELLOW

PAVEMENT MARKING SYMBOLSTEMPORARY LINES

EXISTING LINES

EXISTING PROPOSED TEMPORARY

T

E

M

P

REMOVAL

WORK AREA

TEMP. SHORING (LOCATION PURPOSES ONLY)

PROPOSED PVMT.

NORTH ARROW

EXIST. PVMT.

DIRECTION OF PEDESTRIAN TRAFFIC FLOW

DIRECTION OF TRAFFIC FLOWBARRICADE (TYPE III)

CONE

DRUM SKINNY DRUM TUBULAR MARKER

TEMPORARY CRASH CUSHION

FLASHING ARROW BOARD

FLAGGER

LAW ENFORCEMENT

TRUCK MOUNTED ATTENUATOR (TMA)

CHANGEABLE MESSAGE SIGN

TEMPORARY PAVEMENT

WEDGING AND OVERLAY

1165.01 WORK VEHICLE LIGHTING SYSTEMS AND TMA DELINEATION

1150.01 FLAGGING DEVICES

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

1101.05 WORK ZONE VEHICLE ACCESSES

1101.02 TEMPORARY LANE CLOSURES

1101.01 WORK ZONE ADVANCE WARNING SIGNS

1180.01 SKINNY-DRUM

1101.04 TEMPORARY SHOULDER CLOSURE

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APPROVED:

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UNLESS ALL SIGNATURES COMPLETEDNC COA No. F-1255Raleigh, NC 27612-3228Suite 4005400 Glenwood AvenueCDM Smith Inc. PLAN

OPERATIONS

TRANSPORTATION

GENERAL NOTES

LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.

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

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

LANE AND SHOULDER CLOSURE REQUIREMENTS

BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER.

OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY

B) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC

TUESDAY AFTER THE WEEK OF CHRISTMAS.

BEFORE THE WEEK OF CHRISTMAS DAY AND 6:00 A.M. THE FOLLOWING

8. FOR CHRISTMAS, BETWEEN THE HOURS OF 4:00 P.M. THE FRIDAY

6:00 A.M. MONDAY.

7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 4:00 P.M. TUESDAY TO

6:00 A.M. TUESDAY.

6. FOR LABOR DAY, BETWEEN THE HOURS OF 4:00 P.M. FRIDAY AND

INDEPENDENCE DAY.

INDEPENDENCE DAY AND 6:00 A.M. THE TUESDAY AFTER

THEN BETWEEN THE HOURS OF 4:00 P.M. THE THURSDAY BEFORE

IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY

INDEPENDENCE DAY.

DAY BEFORE INDEPENDENCE DAY AND 6:00 A.M. THE DAY AFTER

5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 4:00 P.M. THE

6:00 A.M. TUESDAY.

4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 4:00 P.M. FRIDAY TO

6:00 A.M. MONDAY.

3. FOR EASTER, BETWEEN THE HOURS OF 4:00 P.M. THURSDAY AND

TUESDAY.

SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 6:00 A.M. THE FOLLOWING

TO 6:00 A.M. JANUARY 2ND. IF NEW YEAR’S DAY IS ON A FRIDAY,

2. FOR NEW YEAR’S, BETWEEN THE HOURS OF 4:00 P.M. DECEMBER 31st

VOLUMES, AS DIRECTED BY THE ENGINEER.

1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC

HOLIDAY

ALL ROADS

ROAD NAME

EVENTS AS FOLLOWS:

A) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL

TIME RESTRICTIONS

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

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

SIGNING

TRAFFIC PATTERN ALTERATION.

J) 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) 100 FT IN ADVANCE AND A MINIMUM

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

I) 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

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

PAVEMENT EDGE DROP OFF REQUIREMENTS

WITH GUARDRAIL OR BARRIER.

TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED

G) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN

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

F) 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

TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY

ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN

WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER

BARRIER OR GUARDRAIL.


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

ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN

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

BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.


OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY

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

MARKERS BY THE END OF EACH DAY’S OPERATION.

S) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND

LINES.

R) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING

ALL ROADS PAINT NONE

ROAD NAME MARKING MARKER

ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:

Q) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS

PAVEMENT MARKINGS AND MARKERS

UNOPENED LANES ARE CLOSED TO TRAFFIC.

PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN

P) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES DRUMS

ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.

O) 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,

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

TRAFFIC CONTROL DEVICES

ENGINEER.

(W8-1) 100 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE

M) INSTALL BLACK ON ORANGE ’’DIP’’ SIGNS (W8-2) AND/OR "BUMP" SIGNS

TRAFFIC PATTERN.

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

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STRATEGIESMANAGEMENT

PHASING

BETWEEN CLOSURE POINTS AT ALL TIMES DURING CONSTRUCTION.

2- LOCAL ACCESS TO ALL RESIDENCES AND BUSINESSES WILL BE MAINTAINED

OPERATIONS IN CONJUNCTION WITH LANE CLOSURES.

1- CONSTRUCT WIDENING ON SR 1641 (COUNTRY CLUB ROAD) THROUGH FLAGGING

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APPROVED:

DATE:

SEAL


UNLESS ALL SIGNATURES COMPLETEDNC COA No. F-1255Raleigh, NC 27612-3228Suite 4005400 Glenwood AvenueCDM Smith Inc. PLAN

OPERATIONS

TRANSPORTATION

WEDGING, AND OVERLAY.

AND LANE CLOSURES TO CONSTRUCT THE PHASE 2 - STEP 2 WIDENING,

PHASE 2 - STEP 2: USING RSD 1101.02 (SHEET 1 OF 15), UTILIZE FLAGGERS

WEDGING, AND OVERLAY.

AND LANE CLOSURES TO CONSTRUCT THE PHASE 2 - STEP 1 WIDENING,

PHASE 2 - STEP 1: USING RSD 1101.02 (SHEET 1 OF 15), UTILIZE FLAGGERS

COLLEGE DRIVE.

28+40+/- -L-. SEE SHEET TMP-2 FOR DETAILS ON TYING TO EXISTING

PHASE 1: AWAY FROM TRAFFIC, CONSTRUCT -L- FROM STA. 10+20+/- TO STA.

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15 (-

Y1-)

20 (-

Y1-)

25 (-

Y1-)

-L- POT Sta. 10+00.00 =

-Y1- POT Sta. 19+80.00

POT Sta. 28+49.26

CO

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DR.

A

-Y1- -Y1-

-L-

BUFFER

240’

TAPER

100’

50’ BUFFER

240’

TAPER

100’

50’

-Y1- STA. 12+00+/- LT

PAVEMENT MARKINGS

TIE TO EXISTING

BEGIN PI PA

-Y1- STA. 24+00+/- LT

PAVEMENT MARKINGS

TIE TO EXISTING

END PI PA

A

A

15 (-

Y1-)

20 (-

Y1-)

25 (-

Y1-)

-L- POT Sta. 10+00.00 =

-Y1- POT Sta. 19+80.00

-Y1- -Y1-

BUFFER

240’

TAPER

100’

50’BUFFER

240’

TAPER

100’

50’

A

-Y1- STA. 12+00+/- RT

PAVEMENT MARKINGS

TIE TO EXISTING

BEGIN PI PA

-Y1- STA. 24+00+/- RT

PAVEMENT MARKINGS

TIE TO EXISTING

END PI PA

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TMP-2

APPROVED:

DATE:

SEAL



PHASE 1

ROAD

CLOSED

R11-2

48’’ x 30’’

TYPE III BARRICADE(S)

A

-L-

PHASE 2 - STEP 1

PHASE 2 - STEP 2

-L-

SR 1641 COUNTRY CLUB ROAD

SR 1641 COUNTRY CLUB ROAD

AND 2 DETAIL

CONTROL PHASE 1

TEMPORARY TRAFFIC

-L- POT Sta. 10+00.00 =

-Y1- POT Sta. 19+80.00

MARKING SCHEDULESYMBOL DESCRIPTION

TEMPORARY PAVEMENT

PI YELLOW DOUBLE CENTER

PA WHITE EDGELINE

PAINT (4")


5/18/2017

state of north carolina division of highways index of ... 4... · dated january 2012 are applicable...

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