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This electronic collection of documents is provided
for the convenience of the user
and is Not a Certified Document –
The documents contained herein were originally issued
and sealed by the individuals whose names and license
numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a certified document.
River
RIV
ER
IN
Tar RiverReservoir
Tar
18251811
1956
1956
1949
1945
1955
1941
1941
1947
1946
1993
1134
19521953
1138
1949
1940
1001
1001
1939
1985
1937
1984
1938
1993
1952
1949
1945
1140
1138
1139
1177
1137
1168
1134
1135
1162
1134
1106
1133
1132
11331170
1130
1132
1128
1124
1167
1129
1164
1124
1142
1166
1165
1166
1163
1150
1155
1161
1154
1150
1153
1152
1160
1151
1155
1156
1159
1158
1157
1137
1141
1141
1151
1171
1137
1136
1950
1952
1951
1922
1143
1145
1145
1149
1137
1336
1337
1178
1147
1148 1144
1344
1333
1148
1316
1317
1315
1318
1315
1002
1002
1319
1314
1312
1313
1312
1172
1338
1320
1981
1743
1742
1743
1741
1603
1789
1744
1991
1980
1745
1753
1841
1603
1745
1842
1981
1831
1801
1800
1752
1816
1754
1755
1751
1603
1603
1819
1703
1834
1820
1802
1704
1822
1821
17051762
1703
1697
1698
1603
1770
1675
1745
1745
1001
1933
1933
1935
1717
1717
1717
1815
1934
1931
1930
1932
1936
1756
1997
1929
1145
1145
1927
1001
1928
1900
1926
1717
1925
1923
1924
1919
1918
1917
1917
1921
1916
1979
1920
1921
1145
1914
1919
1900
1001
1904
1906
1907
1900
1909
1912
1911
1900
1145
1976
1306
1915
1908
19951994
1306
1305
1305
1301
1301
1301
1303
1306
1307
1311
1321
1310
1310
1308
1321
1309
1308
1308
1302
1300
1431
1440
14291427
1426
1004
1417
1432
1605
1689
1602
1688
1687
1604
1603
16961664
1673
1003
10031438
1432
1436
1435
1433
1437
1437
1131
1982
1823
1442
1131
1706
1769
1911
1848
1850
1851
1852
2100
1998
1855
1854
1856
2310
2311
1988
2102
1695
1685
1671
1655
1604
2312
2313
1702
1702
1832
18321835
1833
1145
1812
18131807
1145
1145
1700
1700
1901
1990
1903
1902
1001
1900
1900
1001
1670
1670
14351433
1435
1441
1003
1665
1666
1601
16331770
1003
1004
16011434
1434
2319
23041670
1443
1444
1913
1974
1913
1303 1304
1909
1909
1910
1910
1911
1003
1438
1146
1145
1147
1148
1144
1148
1335
1331
1334
1002
1312
1002
1314
1915
1144
1923
1814
1145
1162
1955
1928
1705
1810
1603
1953
1923
1948
1945
1151
1717
1849
1752
1331
1145
1134
1131
1136
1941
1151
1142
1134
1756
1001
1909
1909
1339
1301
1301
1305
1987
1854
1700
1717
1319
1301
1305
1435
1603
1603
2320
1983
2324
2326
2325
1865
1866
2104
1145
1331
1344
1315
1922
1717
1818
1817
1753
1867
18691868
1868
1745
1871
1873
1873
1872
1180
2327
1446
2204
1878
1879
1880
2205
2206
2207
1883
18831884
1885
1886
1887
1888
1889
1889
1866
1183
1447
14481449
1450
1451
1890
1890
1891
Elem. SchoolNashville
PrimarySpring Hope
High SchoolSouthern Nash
Elem. SchoolSpaulding
SchoolGreene
SchoolNash Central
InstituteNash Tech.
SchoolCooper
BoardSchoolCounty
ChapelMitchells
Ch.Holly Grove
ChurchPeachtree
ChurchMt. Hermon
ChurchFree Union
ChurchUnion Hill
ChurchEbenezer
ChurchOak Level
ChurchHopeUnion
ChurchGrovePleasant
CemeteryForest Hill
CemeteryRed Oak
CemeteryCapps
CemeteryCapps
CemeteryWhitfeild
CemeteryRose
CemeteryEnroughty
CemeteryGriffin
CemeteryAdams
CemeteryHunt
.35
Waln
ut
S.
First
St.
Aviation
ChurchRedoak
ChurchTar River
ChurchRick Grove
ChurchSandy Fork
ChurchRock Hill
ChurchRocky Pt.
ChurchEphesus
ChurchSt. Hope
ChurchPleasant Hill
ChurchMorning Star
ChurchBethel
ChurchMt. Zion
ChurchMiddlesex
ChurchSt. Paul
ChurchMt. Vernon
ChurchGalatia
ChurchElm Grove
ChurchCordiality
ChapelVicks
ChurchCordiality
ChurchBarnes Hill
ChurchSapony
ChurchBeulah
ChurchGrove Sandy
ChurchBaptistMacedonia
ChurchVaughn
ChapelBunns
ChurchGrovePiney
St.
Nash
Street
E.
Nas
h
St.
Barnes
St.
Western
Ave. Eastern
Ave.
Momeyer W
ayMomeye
r Way
Turkey
Henry
Branch
Sapon
y
Creek
Bear
Sapony
Sapony
Little
Creek
Creek
Sapony
Stoney
Stoney
Creek
Basket
Creek
Turkey
Little
Peachtree
Creek
Beaverda
m
Creek
Stone
Creek
Bran
ch
Branch
Creek
Creek
Creek
GabeBr
anch
Turkey
Creek
Creek
Big
Branch
Driving
Branch
Creek
Creek
Railroad
CSX
Railroad
CSX
Railroad
CS
X
Railroad
CSX
StripLanding
CrossroadsWinstead
StoreDeans
95
95
95
95
95
LangleyCrossroads
58
97
CrossroadsStrickland
1001
Taylors
Crossroad
1717
Crossroads
Lamm's
1717
1717
CrossroadsBissette's
ChapelFlood's
Stanhope
97
97
CrossroadsFrazier
2
CrossroadsGold Valley
Samaria
Whitley's
Crossroads
1106
PleasantMount
CrossroadsMay's
CrossroadsEdward's
Corinth
CrossroadsBetchelor1.4
0
White
Oak
Old Springs
Hope
.77
2.01
1.16
Nashville
Pop. 4,392
.68
TAR
Riv
er
97
97
97
High School
Nash Central
Westry
.25
CrossSandy
58
58
58
58
58
2.3264
.92
264
231
231
231
231
231
Murraytown
HopeUnion
97
97
97
97
97 97
97
97
64
.42
1.83
1.6
0
64
64
1.83
1.15
.83
1.00
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.31
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.02
64
6464
64
64
64
64
64
.36
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.45.02
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64
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.80
.31
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.18
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.56
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64
Spring Hope
Pop. 1,269
.41
.10
.35
98
98
2
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White Oak
Swam
p
Swamp
Swamp
Swamp
Swa
mp
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Toisnot
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43
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581
581
581
581
581
581
.55 .62
2.58
581
581
581
581
58
58
58
58
58
58
58
MomeyerPop. 292
Rocky Cross
1742
1453
1454
VICINITY MAP
PROJECTEND
PROJECTBEGIN
STEVE KITE, P.E.
JOSEPH LEWIS, PE
PROJECT ENGINEER
TRAFFIC CONTROL
A. MATTHEW THIGPEN, PE
PROJECT DESIGN ENGINEER
TRAFFIC CONTROL
NC License No. C-3705
4000 WestChase Boulevard, Suite 530 Raleigh, NC 27607
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1
SHEET NO.
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TIP P
ROJE
CT:
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
TRANSPORTATION MANAGEMENT PLAN
NASH COUNTY
2017
CP
T.04.07.10641
N.C.D.O.T. WORK ZONE TRAFFIC CONTROL
WORK ZONE SAFETY & MOBILITY
ONFOE
T
AT
S
DE
PA
RT
ME
NT
OF TRANSPO
RT
ATIO
N
ANI
LO
R
AC
HTR
NFOE
TA
TS
DE
PA
RT
ME
NT
OF RAT NSP
OR
TA
TI
ON
AN
IL
OR
AC
HTRO
"from the MOUNTAINS to the COAST"
DE
PA
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OF ANSP
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ATI
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OF
NORTH
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NA
WO
RK
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C
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DIV
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N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
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 APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TMP-10 SIGN DESIGNS
TMP-4-9 OFFSITE DETOUR DETAILS
TMP-3 TEMPORARY TRAFFIC CONTROL PHASING
TMP-2 "WORK ZONE" SPEED LIMIT REDUCTION
NOTES, AND LOCAL NOTES)
TMP-1B-1C TRANSPORTATION OPERATIONS PLAN: (GENERAL
AND LEGEND
TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
TMP-1 TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
SHEET NO.PROJ. REFERENCE NO.
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TMP-1A
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
DRAWINGS & LEGEND
ROADWAY STANDARD
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
1205.03 PAVEMENT MARKINGS - EXITS AND ENTRANCE RAMPS
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1165.01 WORK VEHICLE LIGHTING SYSTEMS AND TMA DELINEATION
1145.01 BARRICADES
1135.01 CONES
1130.01 DRUM
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
1101.03 TEMPORARY ROAD CLOSURES
1101.02 TEMPORARY LANE CLOSURES
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
TEMP. SHORING (LOCATION PURPOSES ONLY)
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1180.01 SKINNY-DRUM
1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
DE
PA
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EN
OF ANSP
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APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2017CPT.04.07.10641
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
GENERAL NOTES
US-64
PLAN: (GENERAL NOTES)TRANSPORTATION OPERATIONS
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SHEET NO.PROJ. REFERENCE NO.
TMP-1B
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2017CPT.04.07.10641
ON US-64.
I) DO NOT INSTALL MORE THAN ONE LANE CLOSURE IN ANY ONE DIRECTION
FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
H) DO NOT INSTALL MORE THAN 3 MILES OF LANE CLOSURE ON US-64 MEASURED
PROTECTED WITH GUARDRAIL OR BARRIER.
OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS
G) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN
THE CLOSED TRAVEL LANE.
THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN
STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT
ACCORDING TO THE TRANSPORTATION MANAGEMENT PLANS, ROADWAY
TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF
UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02
TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT
BY BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE
C) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT
LANE AND SHOULDER CLOSURE REQUIREMENTS
FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS.
BEFORE THE WEEK OF CHRISTMAS DAY AND 6:00 P.M. THE
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 7:00 A.M. THE FRIDAY
NO TIME RESTRICTIONS
US 64 ALT. (MP 472) TO EDGECOMBE/MARTIN CO. LINE
MAXIMUM LENGTH OF LANE CLOSURE IS 3 MILES
MONDAY TO FRIDAY 7:00 A.M. TO 9 A.M. AND 4:00 P.M. TO 6:00 P.M.
SR 1603 TO US 64 ALT. (MP 472)
MONDAY TO FRIDAY 7:00 A.M. TO 9:00 A.M.
US-64 FRANKLIN/NASH CO. LINE TO SR 1603 (OLD CARRIAGE ROAD)
TUESDAY AND 6:00 P.M. MONDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 7:00 A.M.
FRIDAY TO 6:00 P.M. TUESDAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 7:00 A.M.
THE FOLLOWING MONDAY AFTER THE WEEK OF INDEPENDENCE DAY.
THE FRIDAY BEFORE THE WEEK OF INDEPENDENCE DAY AND 6:00 P.M.
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 7:00 A.M.
FRIDAY TO 6:00 P.M. TUESDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 7:00 A.M.
AND 6:00 P.M. TUESDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 7:00 A.M. THURSDAY
MONDAY THEN UNTIL 6:00 P.M. THE FOLLOWING TUESDAY.
YEAR'S DAY IS ON A FRIDAY,SATURDAY, SUNDAY, OR
DECEMBER 31st TO 6:00 P.M. JANUARY 2ND. IF NEW
2. FOR NEW YEAR'S DAY, BETWEEN THE HOURS OF 7:00 A.M.
HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER.
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY
HOLIDAY
ROAD NAME
SPECIAL EVENTS AS FOLLOWS:
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND
ROAD NAME DAY AND TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
TIME RESTRICTIONS
NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER.
DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE
DIRECTED BY THE ENGINEER.
MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS
OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE:
NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE
DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
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SHEET NO.PROJ. REFERENCE NO.
TMP-1C
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS.
ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND
EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR
LIMIT (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE
IN WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED
P) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES
TRAFFIC CONTROL DEVICES
UNOPENED LANES ARE CLOSED TO TRAFFIC.
PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
R) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES (DRUMS)
ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.
Q) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2
THE ENGINEER.
(W8-1) 500 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY
O) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS
TRAFFIC PATTERN.
N) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
PRIOR TO THE BEGINNING OF CONSTRUCTION.
FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40
SIGNING
TRAFFIC PATTERN ALTERATION.
L) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATIONS
UNEVEN AREA.
IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE
INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT
OPEN LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES.
K) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN
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
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT EDGE DROP OFF REQUIREMENTS
GENERAL NOTES CONTINUED
PLAN: (GENERAL NOTES)TRANSPORTATION OPERATIONS
AND MARKERS BY THE END OF EACH DAY'S OPERATION.
S) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS
PAVEMENT MARKINGS AND MARKERS
2017CPT.04.07.10641
LOCAL NOTES
(A) MILL A SINGLE LANE AND PAVE BACK BY THE END OF EACH WORK DAY.
IN ONE DIRECTION ARE TO BE MILLED:
OPERATIONS ON MULTI-LANE FACILITIES WHEN ALL LANES OR A SINGLE LANE
LN-1) THE FOLLOWING OPTIONS ARE AVAILABLE DURING RESURFACING AND MILLING
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
PHASING
PHASING NOTES
User:mthig
pe
n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
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CP
T
Nash\
NC
DO
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Traffic\
Traffic
Co
ntrol\
TC
P\
US_64_
TC_
TM
P 03.d
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2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
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ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-3
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2017CPT.04.07.10641
REMOVE ALL REMANING TRAFFIC CONTROL DEVICES.
STEP 5
USING RSD 1101.02, SHEET 4 OF 15, INSTALL FINAL PAVEMENT MARKINGS AND MARKERS.
STEP 4
OPEN ALL LANES TO TRAFFIC.
- REMOVE ALL ROAD CLOSURE AND DETOUR SIGNING, REMOVE ALL ROAD CLOSURE BARRICADES AND
- PLACE TEMPORARY MARKINGS ON ALL LANES IN THE FINAL TRAFFIC PATTERN.
- PLACE FINAL LAYER OF OPEN GRADED FRICTION COURSE ON ALL LANES.
USING RSD 1101.02, SHEET 4 OF 15, PERFORM THE FOLLOWING:
STEP 3
TEMPORARY PAVEMENT MARKINGS IN THE EXISTING PATTERN (SEE LOCAL NOTE LN-1).
EXISTING PAVEMENT ON US-64 FROM THE FRANKLIN COUNTY LINE TO MILEMARKER 453 AND PLACE
USING RSD 1101.02, SHEET 4 OF 15, MILL (2.25") AND RESURFACE (1.5" OF SURFACE COURSE) THE
STEP 2
INSTALL AND COVER THE OFF SITE DETOUR SIGNING SHOWN ON SHEETS TMP-04 THRU TMP-10.
INSTALL WORK ZONE ADVANCE WARNING SIGNS. SEE RSD 1101.02.
STEP 1
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
CrossroadsGold Valley
Bapt. Ch.Friendship Holiness
RIVER
U.M.C. Mt. Calvary
US 64 EB OFF RAMP CLOSED AT NC 231
DETOUR ROUTES
ON RAMP FROM NC 231 TO US 64 EB CLOSED
OFF-SITE DETOUR
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
US 6
4
US 64
NC 231
NC 231
NC 581
PR
OP
HE
CY
DR
FR
AZIER R
D
WEBB'S MILL RD
BIG
WOODS RD
OL
D SP
RI
NG
HOP
E
RD
NASH ST
24'' X 12''
TO M4-5
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
CMS 2
CMS 3
CMS 1
1
1
1
CMS 1
CMS 2 & 3
CHANGEABLE MESSAGESIGN
EXIT TO
NC 231
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CHANGEABLE MESSAGESIGN
NC 64
EB RAMP
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
M1-4
64
M1-4
64
M1-5
231
M1-4
64
M1-4
64
M1-4
64
231M1-5 231
M1-5
231M1-5
231M1-5
User:mthig
pe
n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
T 2017
CP
T
Nash\
NC
DO
T\
Traffic\
Traffic
Co
ntrol\
TC
P\
US_64_
TC_
TM
P
Deto
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Ro
ute
1A.d
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2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-04
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2017CPT.04.07.10641
M3-2
24'' X 12''
EAST
M3-2
24'' X 12''
EAST
M3-2
24'' X 12''
EAST
M3-2
24'' X 12''
EAST
M3-2
24'' X 12''
EAST
DETOUR
END
24'' X 18''
M4-8 A
DETOUR
END
24'' X 18''
M4-8 A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
RIV
ER
Tar
ChurchEphesus
CrossroadsGold Valley
231
231
98
98
581
581
581
US 64 WB OFF RAMP CLOSED AT NC 231
DETOUR ROUTES
ON RAMP FROM NC 231 TO US 64 WB CLOSED
User:mthig
pe
n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
T 2017
CP
T
Nash\
NC
DO
T\
Traffic\
Traffic
Co
ntrol\
TC
P\
US_64_
TC_
TM
P
Deto
ur
Ro
ute
1B.d
gn
2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-05
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OFF-SITE DETOUR
1
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
CMS 1
CHANGEABLE MESSAGESIGN
EXIT TO
NC 231
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CMS 2 & 3
CHANGEABLE MESSAGESIGN
NC 64
WB RAMP
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
OL
D SP
RI
NG
HOP
E
RD
BIG
WOODS RD
US 64
WEBB'S MILL RD
FR
AZIER R
D
PR
OP
HE
CY
DR
NC 231
NC 231
US 6
4
1
CMS 2
CMS 3
CMS 1
231
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
231M1-5
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
231M1-5
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
231M1-5
21'' X 15''
M6-1 L
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
231M1-5
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M3-4
24'' X 12''
WEST
M1-4
64
M6-1
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M3-4
24'' X 12''
WEST
M1-4
64
21'' X 15''
M6-1 L
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M3-4
24'' X 12''
WEST
M1-4
64
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M3-4
24'' X 12''
WEST
M1-4
64
21'' X 15''
M6-1 L
2017CPT.04.07.10641
DETOUR
END
24'' X 18''
M4-8 A
DETOUR
END
24'' X 18''
M4-8 A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
Waln
ut
S.
Nash
Street
E.
Nas
h
St.
Crossroads
Lamm's
CrossroadsGold Valley
White
Oak
Old Springs
Hope
US 64 EB OFF RAMP CLOSED AT NC 581
DETOUR ROUTES
ON RAMP FROM NC 581 TO US 64 EB CLOSED
User:mthig
pe
n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
T 2017
CP
T
Nash\
NC
DO
T\
Traffic\
Traffic
Co
ntrol\
TC
P\
US_64_
TC_
TM
P
Deto
ur
Ro
ute
2A.d
gn
2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-06
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OFF-SITE DETOUR
BIG
WOODS RD
OL
D SP
RI
NG
HOP
E
RD
NC 581
NASH ST
WEBB'S MILL RD
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
1
CMS 1
CMS 2 & 3
CHANGEABLE MESSAGESIGN
US 64
EB RAMP
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CMS 1CMS 2
CMS 3
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
CMS 1
581
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
581
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
581
21'' X 15''
M6-1 L
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
581
21'' X 15''
M6-1 L
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
581
M6-2
21'' X 15''
1
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M1-4
64
M3-2
24'' X 12''
EAST
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M3-2
24'' X 12''
EAST
M1-4
64
21'' X 15''
M6-1 L
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M3-2
24'' X 12''
EAST
M1-4
64
M6-1
21'' X 15''
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M3-2
24'' X 12''
EAST
M1-4
64
M6-2
21'' X 15''
M1-4
64
M3-2
24'' X 12''
EAST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
NC 231
OL
D FR
AN
KLI
N R
D
US 64
US 6
4
US 6
4
US 6
4A
US 64A
GREE
N
RD
W MOUNT DR
RI
DGE R
D
NC 581
CHANGEABLE MESSAGESIGN
EXIT TO
NC 581
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
2017CPT.04.07.10641
DETOUR
END
24'' X 18''
M4-8 A
DETOUR
END
24'' X 18''
M4-8 A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
Ch.Holly Grove
ChurchFree Union
Crossroads
Lamm's
CrossroadsGold Valley
White
Oak
Old Springs
Hope
Spring Hope
Pop. 1,269
US 64 WB OFF RAMP CLOSED AT NC 581
DETOUR ROUTES
ON RAMP FROM NC 581 TO US 64 WB CLOSED
User:mthig
pe
n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
T 2017
CP
T
Nash\
NC
DO
T\
Traffic\
Traffic
Co
ntrol\
TC
P\
US_64_
TC_
TM
P
Deto
ur
Ro
ute
2B.d
gn
2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-07
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OFF-SITE DETOUR
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
1
CMS 1
CMS 2 & 3
CHANGEABLE MESSAGESIGN
US 64
WB RAMP
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CHANGEABLE MESSAGESIGN
EXIT TO
NC 581
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CMS 2
CMS 3CMS 11
NC 231
US 6
4
US 64A
WEBB'S MILL RD
US 64
BIG
WOODS RD
GREE
N
RD
OL
D SPRI
NG
HOPE R
D
NC 581
RI
DGE R
D
NC 581
NASH ST
US 6
4A
OL
D FR
AN
KLI
N R
D
W MOUNT DR
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M1-4
64
M6-3
21'' X 15''
M3-4
24'' X 12''
WEST
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
21'' X 15''
M6-1 L
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
581
M1-5
581
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
M1-5
581
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
2017CPT.04.07.10641
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-5
581
DETOUR
END
24'' X 18''
M4-8 A
DETOUR
END
24'' X 18''
M4-8 A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
IN
Waln
ut
S.
E.
Nas
h
St.
Western
Momeyer W
ayMomeye
r Way
CrossroadsBetchelor
White
Oak
Old Springs
Hope
MomeyerPop. 292
DETOUR ROUTES
US 64 EB OFF RAMP CLOSED AT SR 1306
ON RAMP FROM SR 1306 TO US 64 EB CLOSED
User:mthig
pe
n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
T 2017
CP
T
Nash\
NC
DO
T\
Traffic\
Traffic
Co
ntrol\
TC
P\
US_64_
TC_
TM
P
Deto
ur
Ro
ute
3A.d
gn
2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-08
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OFF-SITE DETOUR
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
1 CMS 1 CMS 2 & 3
CHANGEABLE MESSAGESIGN
US 64
EB RAMP
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CHANGEABLE MESSAGESIGN
EXIT TO
FRANK.RD
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
OL
D F
RA
NKLI
N
RD
US 6
4A
NC 581
NC 581
US 64
US 6
4
US 6
4
US 64A
CMS 2
CMS 3
1
CMS 1
M6-3
21'' X 15''
M1-4
64
M3-2
24'' X 12''
EAST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M1-4
64
M3-2
24'' X 12''
EAST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M3-2
24'' X 12''
EAST
M1-4
64
M6-1
21'' X 15''
M4-8
24'' X 12''
DETOUR
24'' X 12''
TO M4-5
M3-2
24'' X 12''
EAST
M1-4
64
M6-2
21'' X 15''
M1-4
64
M3-2
24'' X 12''
EAST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
21'' X 15''
M6-1 L
M1-4
64
M3-2
24'' X 12''
EAST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
RD
OLD FRANKLIN
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
RD
OLD FRANKLIN
21'' X 15''
M6-1 L
21'' X 15''
M6-1 L
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
2017CPT.04.07.10641
T301
T301
T301
T301
T301
DETOUR
END
24'' X 18''
M4-8 A
DETOUR
END
24'' X 18''
M4-8 A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
IN
Waln
ut
S.
E.
Nas
h
St.
Western
Momeyer W
ayMomeye
r Way
CrossroadsBetchelor
White
Oak
Old Springs
Hope
MomeyerPop. 292
DETOUR ROUTES
US 64 WB OFF RAMP CLOSED AT SR 1306
ON RAMP FROM SR 1306 TO US 64 WB CLOSED
User:mthig
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n\\vhb\proj\
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DO
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CP
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US_64_
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Ro
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3B.d
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2/2/2017
DE
PA
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EN
OF ANSP
O
RT
ATI
ON
TA
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OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
TMP-09
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OFF-SITE DETOUR
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
1 CMS 1 CMS 2 & 3
CHANGEABLE MESSAGESIGN
US 64
WB RAMP
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
CHANGEABLE MESSAGESIGN
EXIT TO
FRANK.RD
CLOSED
NO. 1
MESSAGE
FOLLOW
DETOUR
ROUTE
NO. 2
MESSAGE
US 64A
US 6
4A
OL
D F
RA
NKLI
N
RD
NC 581
NC 581
US 6
4
US 6
4
US 64OLD SPRING HOPE RD
ER
KI
N S
MI
TH
RD
OLD SPRING HOPE RD
OLD
WHITE OAK RD
GROVE CHURCH RD
M1-4
64
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
1
M3-4
24'' X 12''
WEST
M6-3
21'' X 15''
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
CMS 3
CMS 2
CMS 1
M6-1
21'' X 15''
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M1-4
64
M3-4
24'' X 12''
WEST
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
21'' X 15''
M6-1 L
M6-2
21'' X 15''
M6-3
21'' X 15''
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
21'' X 15''
M6-1 L
M6-2
21'' X 15''
RD
OLD FRANKLIN
24'' X 12''
TO M4-5
M4-8
24'' X 12''
DETOUR
2017CPT.04.07.10641
T301
T301
T301
T301T301
DETOUR
END
24'' X 18''
M4-8 A
DETOUR
END
24'' X 18''
M4-8 A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
6.85" 52.3" 6.85"
5'-6"
6.5"
5"C
6.5"
1'-
6"
Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
HTSYMBOL X WIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:
MAT'L:
1.
2.
CHECKED BY: J. LEWISDESIGN BY:
PROJECT ID: DIV:
LENGTH:
2017CPT.04.07.10641 04
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
T301
D
1
5'-6"
1'-6"
8.3 Sq.Ft.
INSET
0.47"
0.63"
1.5"
Black
Orange
Letter locations are panel edge to lower left cornerText Length
Series/Size
Spacing Factor is 1 unless specified otherwise
Guidsign_EnglishFILENAME:
Jan 24, 2017
0.080" (2.0 mm) ALUMINUM
Background shall be NC GRADE B fluorescent orange
M. Thigpen
retroreflective sheeting.
Legend and border shall be direct applied black
non-reflective sheeting.
USE NOTES: 1,2
LOCATION: NASH COUNTY
O
6.9
L
10.8
D
14.1
16.9
F
21.9
R
25.1
A
28.4
N
32.3
K
36.2
L
39.8
I
43.1
N
44.9
47.7
R
52.7
D
56.3 52.3
C 2000
User:mthig
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n\\vhb\proj\
Raleig
h\38564.0
7
NC
DO
T 2017
CP
T
Nash\
NC
DO
T\
Traffic\
Traffic
Co
ntrol\
TC
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Guid
sig
n_
English.d
gn
2/2/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2017CPT.04.07.10641 TMP-10
SIGN DESIGN
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
034343
NEPGIHT WEHTTA
M
.A
