November 22, 2016 ADDENDUM # 1 - Connect NCDOT 14 Letting/12 13 2016... · November 22, 2016...

State of North Carolina | Department of Transportation | Division 14

253 Webster Road | Sylva, North Carolina 28779

Phone 828-586-2141 | Fax 828-586-4043

November 22, 2016 ADDENDUM # 1

To: Plan Holders From: Jeffrey E. Alspaugh Proposal Engineer

RE: Revised Traffic Management Plans and Revised Pavement Marking Plan

Contract ID: DN00124 County: Clay Letting Date: December 13, 2016

The above contract has experienced the following plan revisions:

The Traffic Management Plans and the Pavement Marking Plan were revised to ensure that construction phasing accommodates traffic to those properties that lie between these two bridges. The attached, revised plan sheets are to replace the corresponding, existing plan sheets.

These revisions do not change bid items or the associated quantities. Please access ebs addenda files on Bid Express®. Please insert this letter into the addendum section of the proposal and sign the verification. Thank you for your attention to this matter.

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 ENGINEERJ. S. BOURNE, P.E.

LLOYD D. BROWN, P.E.

REECE M. SCHULER, P.E.

C. GONZALEZ-MARTELL 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

PHONE: (919) 250-4094 FAX: (919) 250-4098

1020 BIRCH RIDGE DRIVE, RALEIGH, NC 27610 (DELIVERY)

1580 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1580

WORK ZONE SAFETY & MOBILITY

ONFOE

T

AT

S

DE

PA

RT

ME

NT

OF TRANSPO

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ATIO

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ANI

LO

R

AC

HTR

NFOE

TA

TS

DE

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NT

OF RAT NSP

OR

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ON

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OR

AC

HTRO

"from the MOUNTAINS to the COAST"

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OFF-SITE DETOUR ROUTE

LEGEND

TRAFFIC CONTROL DEVICES

BARRICADE (TYPE III)

NORTH ARROW

GENERAL

DIVISION 14

Charlotte,North Carolina

Asheville,North Carolina

828 253 2796

Consulting Engineers

704 357 0488

Copyright 2006 Vaughn & Melton, Inc.

All Rights Reserved

c

ENGINEERPROJECT

ENGINEERDESIGN

LLOYD D. BROWN, P.E.

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STATIONARY SIGN

TEMPORARY SIGNING

CLAY COUNTY

LOCATION: BRIDGE NO. 86 & NO. 87 OVER HYATT MILL CREEK ON SR 1140 (MYERS CHAPEL ROAD)

NA

D 83

NC

GRID

LOCATION

PROJECT

1121

1312

1140

1140

1139

1148

1122

1142

1141 1181

1145

1146

1141

69

1147

1140

1140

CH

ATU

GE

LAKE

%

%

%

%

69

64

64

64BUS

64BUS

Hiwasee River

Myers

Chapel

Road

Myers

Chapel

Road

Chatuge

Dam

Road

VICINITY MAP

North Carolina

828 355 9933

Boone,

PR

OJE

CT:

14SP.20221.1/ 14SP.20221.2

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

C. GONZALEZ-MARTELL

OFFSITE DETOUR SIGNING AND ROAD CLOSURE

TEMPORARY TRAFFIC CONTROL DETAIL, PHASING NOTESTMP-3

TMP-2 SPECIAL SIGN DESIGN

GENERAL NOTES AND TRANSPORTATION OPERATIONS

TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,

TMP-1 TITLE SHEET, LEGEND, AND INDEX OF SHEETS

DocuSign Envelope ID: E0A91C8A-FAA7-4DD5-8DA4-0FA6F1E75C91

11/21/2016

SHEET NO.PROJ. REFERENCE NO.

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TRANSPORTATION OPERATIONS

GENERAL NOTES &

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" -

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

ARE CONSIDERED A PART OF THESE PLANS:

LOCAL NOTES

GENERAL NOTESROADWAY STANDARD DRAWINGS

OPERATIONSTRANSPORTATION

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

TRAFFIC PATTERN ALTERATION.

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

TRAFFIC PATTERN ALTERATIONS

CONSTRUCTION PLANS.

ALONG THE EXISTING ROADWAY ALIGNMENT AS SHOWN IN THE

REMOVE AND REPLACE EXISTING STRUCTURE AND APPROACHES

TMP DESIGN PARAMETERS

CONSTRUCTION

PAVEMENT MARKING LINES.

G) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING

SURFACE OF THE ENTIRE PROJECT.

F) INSTALL PAVEMENT MARKINGS (PAINT) ON THE FINAL

PAVEMENT MARKINGS

ENTIRE ROADWAY.

R-11-2 ATTACHED OF SUFFICIENT LENGTH TO CLOSE

E) PLACE TYPE III BARRICADES WITH "ROAD CLOSED" SIGN

TRAFFIC CONTROL DEVICES

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1101.01 WORK ZONE ADVANCE WARNING SIGNS

1101.02 TEMPORARY LANE CLOSURES

1101.04 TEMPORARY SHOULDER CLOSURES

1150.01 FLAGGING DEVICES

1261.01 GUARDRAIL & BARRIER DELINEATOR SPACING

1261.02 GUARDRAIL & BARRIER DELINEATOR TYPES

1262.01 GUARDRAIL END DELINEATION

1180.01 SKINNY-DRUM

1110.02 PORTABLE WORK ZONE SIGNS

1101.03 TEMPORARY ROAD CLOSURES

1101.05 WORK ZONE VEHICLE ACCESSES

1101.11 TRAFFIC CONTROL DESIGN TABLES

1110.01 STATIONARY WORK ZONE SIGNS

1130.01 DRUMS

1145.01 BARRICADES

1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS

1205.04 PAVEMENT MARKINGS - INTERSECTIONS

1205.08 PAVEMENT MARKINGS - SYMBOLS & WORD MESSAGES

1205.12 PAVEMENT MARKINGS - BRIDGES

ANY TRAFFIC PATTERN.

D) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING

DETOUR WHEN THE DETOUR IS NOT IN OPERATION.

COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE

CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.

C) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO

ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS.

PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR

AND TRAFFIC CONTROL PLANS.

ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS

B) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE

SIGNING

AT LEAST ONE MONTH PRIOR TO ROAD CLOSURE.

1. NOTIFY CLAY COUNTY EMERGENCY SERVICES AND PUBLIC SCHOOLS

THE OFF-SITE DETOUR WILL INCLUDE SR 1140, SR 1141, NC 69, AND US 64 (SEE SHEET TMP-2).

TRAFFIC WILL BE DETOURED OFF-SITE DURING THE CONSTRUCTION PERIOD.


423 467 8401

865 546 5800

864 574 4775

828 253 2796

704 357 0488

606 248 6600

Tri-Cities, TN

Knoxville, TN

Spartanburg, SC

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509

Charlotte, NC Boone, NC

828 355 9933

cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved


14SP.20221.1/ 14SP.20221.2




11/21/2016

D Black

Orange

Ground

0.63"

1.5"

HTSYMBOL X WIDY

Letter spacings are to start of next letterText Length

Series/Size

Spacing Factor is 1 unless specified otherwise

GS40_ENGLFILENAME:

TYPE:

QUANTITY:

SIGN WIDTH:

HEIGHT:

MAT’L: ALUMINUM

BORDER TYPE:

RECESS:

WIDTH:

RADII:

NO. Z BARS:

LENGTH:

BACKG. COLOR:

COPY COLOR:

DESIGN BY:

PROJECT ID: DIV:

in.

DATE:

USE NOTES:

Legend and border shall be direct applied

encapsulated lens reflective sheeting.

1.

Legend and border shall be direct applied2.

enclosed lens reflective sheeting.

3. Shields shall be encapsulated lens reflective

sheeting on 0.8mm aluminum and demountable.

4.

5.

6.

Background shall be encapsulated lens reflective sheeting.

Background shall be enclosed lens reflective sheeting.

Center arrows vertically on sign.

1’-6"

M.U.T.C.D.: 2009 Edition

R=1.5"

TH=0.63"

IN=0.47"

1’-6"

0.063 in.(1.6 mm)

FLUSH

0.47"

SEAL

APPROVED: DATE:

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DESIGN

SPECIAL SIGN

7"

7"

4’-0"

STD #: STDCHK BY: LDB

M Y E R C H A R D

3.2 3.1 2.2

43.8"

Panel Style: construction_guide.ssi

BORDER

TOTAL AREA:

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JDS

14

LETTER POSITIONS

4’-0"

P E L

2.7 4

C 2000/4.5

4 3 2.8 3.1 3 2.7 2.9

SIGN NUMR: MYERS CHAPEL RD

43.8

4"C

panelStyle:construction_guide.ssipanelName:LONGS CHAPEL RDpanelRoundCorners:0constructPanelMode:0constructPanels:36|24|18levels:GSCOLORFILL|GSBWFILL|GSOUTLINEpanelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

S

2.3

7

2.15" 2.15"

October 10, 2014

6.0 Sq.Ft.

2.7


14SP.20221.2

14SP.20221.1/

14SP.20221.1/ 14SP.20221.2

2.1 2.1 2.1



TMP-2

1,3,4


11/21/2016

NA

D 83

NC

GRID

LOCATION

PROJECT

1121

1312

1140

1140

1139

1122

1142

1141 1181

1145

1146

1141

69

1147

1140

%

%

69

64

64BUS

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INSET A

B

C

500’

SIGN 1

SIGN 2

SIGN 4

21’’ X 15’’

M6-1 L

M4-8

24’’ X 12’’

DETOUR

M6-1

21’’ X 15’’

M4-8

24’’ X 12’’

DETOUR

DETOUR

END

24’’ X 18’’

M4-8 A

M4-8

24’’ X 12’’

DETOUR

SIGN 3

M6-3

21’’ X 15’’

FOR ADDITIONAL WORK ZONE SIGNS.

SEE ROADWAY STANDARD DRAWING NO. 1101.03, SHEET 1 OF 9 AND 2 OF 9,*

AS PER ENGINEER’S INSTRUCTIONS, AND AS SHOWN HEREON.

- TRAFFIC CONTROL DEVICES 1 THROUGH 4 SHALL BE INSTALLED

ACCORDING TO ROADWAY STANDARD DRAWING 1101.03, SHEET 1 OF 9.

- TRAFFIC CONTROL DEVICES A THROUGH G SHALL BE INSTALLED

ALL DETOUR SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED.-

ALL DETOUR SIGN LOCATIONS ARE APPROXIMATE.-

NOTES:

A

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48’’ X 18’’

48’’ X 18’’

48’’ X 18’’

AND ROAD CLOSURE

OFF-SITE DETOUR SIGNING

PHASING NOTES,

CONTROL DETAIL,

TEMPORARY TRAFFIC

PHASING

Myers

Chapel

Road

Road

Chatuge

Dam Road

MYERS CHAPEL RD

MYERS CHAPEL RD

MYERS CHAPEL RD

M4-10R

R11-4

60’’ x 30’’

DETOUR 48" x 18"

ROAD CLOSED

THRU TRAFFIC

TO

TYPE III BARRICADE

M4-10R

R11-4

60’’ x 30’’

DETOUR 48" x 18"

ROAD CLOSED

THRU TRAFFIC

TO

TYPE III BARRICADE

ROAD

CLOSED

R11-2

48’’ x 30’’

TYPE III BARRICADE(S)

Swaims

M4-10L

R11-4

60’’ x 30’’

DETOUR 48" x 18"

ROAD CLOSED

TO

THRU TRAFFIC

TYPE III BARRICADE

M4-10L

R11-4

60’’ x 30’’

DETOUR 48" x 18"

ROAD CLOSED

TO

THRU TRAFFIC

TYPE III BARRICADE

3

E

F

1

2

1

2

C

B

A

D

D

A

D

B

C

NO. 210086

STRUCTURE

NO. 210087

STRUCTURE

500’

500’

500’

C

B

SR 1141

SR 1140

SR 1140

US 64

STRUCTURE NO. 86

STRUCTURE NO. 87

SR 1140

SR 1140

STA. 13+00+/-

STA. 24+50+/-

500’

500’

1500’+/-

1500’+/-

D

A

A

D


TMP-3


423 467 8401

865 546 5800

864 574 4775

828 253 2796

704 357 0488

606 248 6600

Tri-Cities, TN

Knoxville, TN

Spartanburg, SC

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509


828 355 9933



SEE INSET A

14SP.20221.1/ 14SP.20221.2

3

3

3

3

2

3

4

1

1

D

1

B

C

D E2

C

B

4

3 E

2

F

D1

SIGN A

SIGN B

SIGN C

48’’ X 48’’

ROAD

CLOSED

500 FTW20-3

48’’ X 48’’

ROADCLOSED1000 FT

W20-3

48’’ X 48’’

AHEAD

ROAD

CLOSED

W20-3

SIGN D

SIGN F

NEXT RIGHT

42’’ X 12’’

SP-4R

NEXT LEFT

42’’ X 12’’

SP-4L

SIGN E

AHEAD

DETOUR

W20-2

48’’ X 48’’

ROAD

CLOSED

AHEAD W20-3

48’’ X 48’’

ROAD

CLOSED

AHEAD W20-3

48’’ X 48’’

2

4

4

2

D

D

1



STEP 4: - OPEN SR 1140 (MYERS CHAPEL ROAD, -L-) TO FINAL TRAFFIC PATTERN.

STEP 3: - REMOVE ALL TRAFFIC CONTROL DEVICES, SIGNING AND DETOUR ROUTE SIGNING.

SUCH THAT DRIVEWAY ACCESS IS MAINTAINED AT ALL TIMES.

-L- TO STATION 24+50 +/- -L- (SEE CONSTRUCTION PLANS). STRUCTURES 210086 AND 210087 SHALL BE REPLACED SEPARATELY

STEP 2: - REMOVE THE EXISTING STRUCTURES AND CONSTRUCT THE PROPOSED STRUCTURES AND ROADWAY FROM STATION 13+00+/-

TO THRU TRAFFIC.

- USING ROADWAY STANDARD DRAWING NO. 1101.03, SHEETS 1 OF 9 AND 2 OF 9, CLOSE SR 1140 ( MYERS CHAPEL ROAD, -L- )

STEP 1: - INSTALL OFF-SITE DETOUR ROUTE SIGN ASSEMBLIES FOR THE CLOSING OF SR 1140 ( MYERS CHAPEL ROAD, -L- ).


11/21/2016

GR

GR

GR GR

HYA

TT

MILL C

REE

K

HYATT MILL CREEK

FOR WALL CONSTRUCTION20 LF TEMP. SHORING

PA

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TOTAL QUANTITY PAY ITEM QUANTITY BREAKDOWN

PAVEMENT MARKING LINES

DESCRIPTION SYMBOL

WHITE SOLID EDGE LINE PAINT (4")

YELLOW DOUBLE CENTER LINE PAINT (4")

FINAL PAVEMENT MARKING SCHEDULE

PA

PI

A

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NA

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PI

PA

PI

PAVEMENT MARKINGSTIE TO EXISTING

PAVEMENT MARKINGSTIE TO EXISTING

NC

GRID

NA

D 83/

NS

RS 2007

SR 1140 (MYERS CHAPEL ROAD)


423 467 8401

865 546 5800

864 574 4775

828 253 2796

704 357 0488

606 248 6600

Tri-Cities, TN

Knoxville, TN

Spartanburg, SC

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509


828 355 9933



SCALE: 1"=50’

1300 FT

1300 FT

2600 FT

2600 FT

PLAN

MARKING

PAVEMENT



14SP.20221.1/14SP.20221.2

ROADWAY STANDARD DRAWING

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

STD. NO. TITLE

GENERAL NOTES

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.

MARKING

PAINT

B.) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.

C.) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.

A.) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE

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

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

CONSIDERED A PART OF THESE PLANS:

1205.01

1205.02

1205.12

1261.01

1261.02

1262.01

PAVEMENT MARKINGS - LINE TYPES AND OFFSETS

PAVEMENT MARKINGS - TWO LANE & MULTILANE ROADWAYS

PAVEMENT MARKINGS - BRIDGES

GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING

GUARDRAIL AND BARRIER DELINEATORS - TYPES & MOUNTING

GUARDRAIL END DELINEATION

SR 1140 (MYERS CHAPEL ROAD)

ROAD NAME:

PROJECT

086

086

WHITE SOLID EDGE LINE PAINT (4")

YELLOW DOUBLE CENTER LINE PAINT (4")

PA

PI

1000 FT

1000 FT

2000 FT

2000 FT

087

087

PAVEMENT MARKING PLANPMP-1


11/21/2016

November 22, 2016 ADDENDUM # 1 - Connect NCDOT 14 Letting/12 13 2016... · November 22, 2016...

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