november 22, 2016 addendum # 1 - connect ncdot 14 letting/12 13 2016... · november 22, 2016...
TRANSCRIPT
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
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DE
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RT
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OF TRANSPO
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ATIO
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ANI
LO
R
AC
HTR
NFOE
TA
TS
DE
PA
RT
ME
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OF RAT NSP
OR
TA
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AN
IL
OR
AC
HTRO
"from the MOUNTAINS to the COAST"
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HW
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ST
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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
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SHEET NO.PROJ. REFERENCE NO.
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SEAL
TMP-1A
SEAL
APPROVED: DATE:
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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.
Asheville,North Carolina
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
Consulting Engineers
14SP.20221.1/ 14SP.20221.2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSign Envelope ID: E0A91C8A-FAA7-4DD5-8DA4-0FA6F1E75C91
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
SHEET NO.PROJ. REFERENCE NO.
14SP.20221.2
14SP.20221.1/
14SP.20221.1/ 14SP.20221.2
2.1 2.1 2.1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TMP-2
1,3,4
DocuSign Envelope ID: E0A91C8A-FAA7-4DD5-8DA4-0FA6F1E75C91
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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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ANSP
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AFFIC
C
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HIGH
W
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CA
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APPROVED: DATE:
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M
T
T
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:
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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
SHEET NO.PROJ. REFERENCE NO.
TMP-3
Asheville,North Carolina
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
Consulting Engineers
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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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- ).
DocuSign Envelope ID: E0A91C8A-FAA7-4DD5-8DA4-0FA6F1E75C91
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GR
GR
GR GR
HYA
TT
MILL C
REE
K
HYATT MILL CREEK
FOR WALL CONSTRUCTION20 LF TEMP. SHORING
PA
SEAL
APPROVED: DATE:
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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
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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)
Asheville,North Carolina
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
Consulting Engineers
SCALE: 1"=50’
1300 FT
1300 FT
2600 FT
2600 FT
PLAN
MARKING
PAVEMENT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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
DocuSign Envelope ID: E0A91C8A-FAA7-4DD5-8DA4-0FA6F1E75C91
11/21/2016