mecklenburg county - ncdot 10...2012 standard specifications project engineer project design...
TRANSCRIPT
![Page 1: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/1.jpg)
TERRY W. BURLESON
MECKLENBURG COUNTY
SR2151 (JETTON RD) FROM THE PAV’T JOINT
TO N. BEATTIES FORD RD.
25 50
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
DUAL
* TTST =
FUNC CLASS =
TIER
APPROX. 150’ WEST OF SR 5544 (W.CATAWBA AVE.)
MILLING, FULL DEPTH RECLAMATION, PAVING
AND THERMOPLASTIC PAVEMENT MARKINGS.
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
44228 DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
29-
AU
G-2014 13:5
5S:\
DD
C\
RD
Y\
mis
c\
FD
R_ty
pic
als.d
gn
jdhar
ward
AT
D10
DIV
CA
D27712
6
1000 Birch Ridge Dr., Raleigh NC, 27610
WB
S: 44228
TIP P
ROJE
CT: -N
A-
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
.59
.36
.55
.13
.48
.44
.48
.36
1.0
0
.26
.33
.50
.67
.74
.26
.08
.47
.33
1.67
.12
.18
.02
.15
.07
.41
.05.12
1.2
9
.29
.05
.70
.12
.11
.61
.32
.41
.78
.4
2
.4
8
1.06
N C 73 H
y
Jetton Rd
Bethel Church Rd
Washam Potts
Rd
Inverg
ordon
Ln
Halyard P
ointe L
n
Dou
ble Eagle Dr
Nantz R
d
Nantz R
d
Casual Cay Ln
Mollypop Ln
Belle Isle Dr
Belle Isle Dr
Westmoreland Rd
Quiet L
ake Dr
Watervie
w Dr
Windy Oaks Ct
Oakmoor Ct
Shadow B
ark Dr
Forest S
hado
w Cr
Captains W
atch R
d
Jim C
ooke R
d
Dumbla
ne Ct
%21
%21
$77
[28]
.33
2.29
Jetton Rd
.99
G
w
GBethel
ChurchPresbyterian
Hunter Chapel
The Peninsula Club
Kno
x Rd
Bethel Church Rd
Catawba Av
Beard St
Smith
Cr
Lacebark Dr
Willo
w P
ond R
d
Pine Rid
ge Dr
Swiss Stone Ln
Pinyon D
r
Floral Ln
Floral Ln
Academy St
Smith
ville L
n
Burton L
n
Ferry St
Ferry St
Balsam
Ct
Cha
pel P
oint Ln
Norm
an C
olony R
d
Henders
on R
d
Deep C
ove Ct
Walter H
enders
on R
d
Sportsm
an Dr
Lagoona Dr
Lagoona DrRainbow Cr
Bisca
yne Dr
Lola Cr
Mary Ardre
y Cr
Mary Ardre
y Cr
Mary Ardrey Cr
Natalie R
d
Man
drian Point Dr
Shearwater Point Dr
Meta RdBustle Rd
Stablefor
d Ln
Balm
ore Pines Ln
Peninsula Clu
b Dr
Yachtman Dr
Weaver’S Cr
Betty Stough Rd
Mary Ardre
y Cr
Sto
ugh F
arm R
d
Tresia Ln
Shearw
ater Point
Dr
Meta R
d
Tyre
e Ct
Capstan Greens R
d
Lochcarron Ln
Mulligan Ln
Balm
ore Pines L
n
Peninsula Club Dr
Bowsprit P
ointe R
d
Delra
y Dr
Pompano Pl
Arbor P
l
Whispering O
aks Dr
Kyle L
n
Brig
adoon Pl
Pinw
henn
y Rd
Evansto
n L
n
Flat S
hoals Dr
Gre
en D
olp
hin L
n
Tinker Pl
Wavecrest Ct
Cottonpatch Ln
Carlo
w R
d
Nautical Dr
Spring Lilly Ct
Bro
okgre
en G
ard
en Pl
Magnolia Estates Dr
Bluff Point Rd
Summer Place Dr
Sailors Watch Pl
Chardonnay Ct
Chablis Ct
Montrachet Ln
Graysac Ct
Asti Ct
Vineyard Po
int Ln
Graves Ct
Claret Ct
Grenache Ct
Monbris
on Cr
Watercraft Pl
Captains Cove Ln
Nautique Dr
Sail Vie
w Dr
Staysail Ct
Peninsula C
ove Ln
Green
burn Ct
Mainsail P
ointe Dr
Westward
Reach Rd
Cove Vie
w Ct
Pine
Meta
Ct
Scotscraig
Ln
Coveside Ln
Peninsula S
hores Dr
Sunset C
ove Ln
John C
onner R
d
John C
onner
Rd
Ya
wl R
d
Harbor Light
Bv
Peninsula P
oint
Dr
Square Sail R
d
Americ
a C
up R
dYardarm L
n
Lante
en Br
ook Ct
Spinnakers R
each Dr
Com
pass Rose
CtH
idden C
ove Ln
Galleon Vie
w
Beneteau Ct
Harken Dr
Valiant W
y
One N
orm
an B
v
Tuscany Ln
Mizzen Ct
Moorin
gs Vie
w C
v
Pelican P
oint L
n
Shipswatch Pl
Pentw
ater Ct
Fisherman’s Rest Ct
Harbor Light B
v
Americ
a C
up R
d
Preston Lake Dr
Sedona Wy
Liverp
ool Py
Sefton Park Rd
Dufo
ur
Ct
Baltic Dr
Trintella L
n
Prescott B
ord
er
Dr
Kings Point Dr
Mesa Range Dr
Chartwell Center Dr
Chart
well
Center
Dr
Speakw
ell Ct
Dutch Iris Ln
Orc
hard P
ark L
n
Town Harbo
ur Rd
Windy P
oint D
r
Bayw
atch Ct Flying Jib Rd
Harb
or M
aster C
ove
Squire
’s W
y
Foots
man Pl
Fidler L
n
South Hill St
Weathers St
Vivian Ln
Alice’S A
dditio
n Dr
Stoug
h Far
m Rd
Colony P
oint Ln
Millard St
Holiday L
n
Christofle D
r
Old J
etton Rd
Topgallant St
Harborsid
e Dr
Skysail Ct
Taffrail W
y
Ramsey Cove Dr
Mizzen
mast
Av
Crosstree Ln
Harborside Dr
Mountainvie
w Dr
Shearwater Ln
Mystic C
ove R
d
Northport Dr
Old Lym
e Ct
North C
ove Rd
Charles T
owne Ln
Charle
s T
owne L
n
Marblehead Ct
Queensdale Dr
North
port D
r
Gulfstar
Ct
Crealock Pl
Sca
nmar Ln
Catam
aran Ct
Silver Quay Dr
Sterling Bay Ln East
Cold Spring Ln
Tailwind L
n
South
shore Dr
Outerm
ark L
n
Lakebend Dr
Backcourse Ln
Colo
ny P
oint LnG
reen
way Heights Dr
Madison Villa
ge Dr
Norm
an C
olo
ny R
d
Mckenzie Plac
e Dr
Belair Ct
Madison\M
anor
Dr
Sandyedge Dr
North B
eattie
s F
ord R
d
H M Junker Dr
Largo Pl
Smith Cr
D
STA 104+60
END PROJECT
0+00
BEGIN PROJECT
D
BRETT CANIPE
SEPTEMBER 17, 2014
LENGTH OF ROADWAY PROJECT 44228 = 1.98 MILES
2189
2189
2195
2151
2151
2148
2331
2332
2331
2147
2316
2317
2317
2600
2146
5185
5183
5184
5544
5500
5544
5544
5544
5186
2148
2147
2151
2359
2151
NA
D 83/ 8
6
March 4, 2015
![Page 2: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/2.jpg)
EXISTING PAVEMENT
TYPICAL SECTION NO. 1
VARIES
C1 C1
EXISTING PAVEMENT
23’-33’
VARIES
21’-32’
V1V1
TYPICAL SECTION NO. 2
VARIES
42’-43’
Z
PAVEMENT SCHEDULE
C1RATE OF 168 LBS. PER SQ. YD.
MILLING ASPHALT PAVEMENT, 1.5" IN DEPTH
C3
T
V1
Z
C2PROP. APPROX. 2" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
PROP. APPROX. 1�" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
SHOULDER RECONSTRUCTION
V2
FULL DEPTH RECLAMATION
1"=50’
TWB
STATE
N.C.
PROJECT NO. SHEET NO.SHEETS
TOTAL
F.A. PROJECT NO.
REVISIONSSCALE
DATE
DWG. BY
DESIGN BY
APPROVED
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F H
IG
HW
AY
S
D
IVISIO N
1
0
DIVISIO
N
D
ESIGN CONST
RU
C
T
UNIT
JDH
TWB
JETTON RD. IN MECKLENBURG COUNTY.
FULL DEPTH RECLAMATION
8-2014
44228 2
RATE OF 224 LBS. PER SQ. YD.
PROP. ASPHALT SURFACE TREATMENT
VARIES
C2V2
C3
PAVT JOINT STA 0+00 TO CHARLES TOWNE LN 12+00
STA 84+70 TO 102+00 JOHN CONNOR RD
STA 23+85 TO 62+50
STA 12+00 TO 16+85
LENGTH & WIDTH VARIES
EXISTING PAVEMENT
TYPE I19.0B SHALL BE PLACED.
BY THE ENGINEER. ASPHALT
12" IN DEPTH OR AS DIRECTED
PATCHING DETAIL
MILLING ASPHALT PAVEMENT, 3" IN DEPTH
![Page 3: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/3.jpg)
TYPICAL SECTION NO. 3
VARIES
21’-33’
VARIES
21’-33’
Z Z
TYPICAL SECTION NO. 4
21’ 21’
PAVEMENT SCHEDULE
C1RATE OF 168 LBS. PER SQ. YD.
MILLING ASPHALT PAVEMENT, 1.5" IN DEPTH
C3
T
V1
Z
C2PROP. APPROX. 2" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
PROP. APPROX. 1�" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
SHOULDER RECONSTRUCTION
V2
FULL DEPTH RECLAMATION
1"=50’
TWB
STATE
N.C.
PROJECT NO. SHEET NO.SHEETS
TOTAL
F.A. PROJECT NO.
REVISIONSSCALE
DATE
DWG. BY
DESIGN BY
APPROVED
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F H
IG
HW
AY
S
D
IVISIO N
1
0
DIVISIO
N
D
ESIGN CONST
RU
C
T
UNIT
JDH
TWB
JETTON RD. IN MECKLENBURG COUNTY.
FULL DEPTH RECLAMATION
8-2014
44228 3
RATE OF 224 LBS. PER SQ. YD.
PROP. ASPHALT SURFACE TREATMENT
VARIES
VARIES
C2V2
C1V1
C2
V2
C1
V1
C3C3
STA 16+85 TO 23+85
STA 62+50 TO 84+70
JOHN CONNOR RD STA 102+00 TO N. BEATTIES FORD RD 104+60
MILLING ASPHALT PAVEMENT, 3" IN DEPTH
![Page 4: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/4.jpg)
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1101.0
11101.0
1
1-12
1-12
EN
D
EN
D
WO
RK
RO
AD
AH
EA
D
WO
RK
RO
AD
AH
EA
D
2 3
2 3
LE
GE
ND
EN
D
RO
AD
WO
RK
BE
GIN
RO
AD
WO
RK
BE
GIN
RO
AD
WO
RK
WO
RK
RO
AD
AH
EA
D
EN
D
RO
AD
WO
RK
LIM
IT
S
CO
NS
TR
UC
TIO
N
LIM
IT
S
CO
NS
TR
UC
TIO
N1000’ +
/-
50
0’
50
0’
1000’ +
/-
500’
DE
TA
IL C
DE
TA
IL A
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
ST
AT
ION
AR
Y S
IGN
48"X
48"
W2
0-1
G2
0-2
a
48"X
24"
SP
-11299
48"X
48"
G2
0-2
a
48"X
24"
SP
-11299
48"X
48"
BE
PL
AC
ED
NE
AR
TE
RM
INA
L
TE
RM
INA
L S
IGN
S S
HO
UL
D
IF L
IMIT
S A
RE
NE
AR
RA
MP
EN
TR
AN
CE
RA
MP
S
GE
NE
RA
L N
OT
ES
EN
GIN
EE
R.
FA
CIL
ITIE
S W
HE
RE
CO
ND
ITIO
NS
LIM
IT T
HE
US
E O
F D
UA
L M
OU
NT
ED
SIG
NS
AS
DE
TE
RM
INE
D B
Y T
HE
8- T
WO
-WA
Y U
ND
IVID
ED
AD
VA
NC
E W
AR
NIN
G S
IGN
CO
NF
IGU
RA
TIO
N M
AY
BE
US
ED
ON
UR
BA
N M
UL
TI-L
AN
E
7- D
O N
OT
BA
CK
BR
AC
E S
IGN
SU
PP
OR
TS
.
6- W
HE
N N
EC
ES
SA
RY
, US
E S
PL
ICIN
G IN
AC
CO
RD
AN
CE
WIT
H R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
NO
. 11
10
.01
.
AC
CO
RD
ING
TO
ST
AN
DA
RD
SP
EC
IFIC
AT
ION
"W
OR
K Z
ON
E S
IGN
S" S
EC
TIO
N 1
11
0.
PO
ST
S, 3
LB
ST
EE
L U
-CH
AN
NE
L A
ND
SQ
UA
RE
ST
EE
L T
UB
ING
PO
ST
S W
ITH
SIG
NS
WIL
L B
E M
AD
E
AC
CE
PT
AB
LE
FO
R U
SE
. ER
EC
T S
IGN
S P
ER
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
110.0
1. P
AY
ME
NT
FO
R W
OO
D
TU
BIN
G P
OS
TS
HA
VIN
G E
QU
IVA
LE
NT
ST
RE
NG
TH
OF
TH
E 3
LB
ST
EE
L U
-CH
AN
NE
L P
OS
T A
RE
AL
SO
MA
Y B
E G
AL
VA
NIZ
ED
ST
EE
L, O
R M
AY
BE
PA
INT
ED
GR
EE
N B
Y T
HE
PO
ST
MA
NU
FA
CT
UR
ER
. SQ
UA
RE
ST
EE
L
U-C
HA
NN
EL
PO
ST
S M
US
T M
EE
T T
HE
RE
QU
IRE
ME
NT
S O
F S
TA
ND
AR
D S
PE
CIF
ICA
TIO
N S
EC
TIO
N 1
094-1
(B),
5- U
SE
3L
B S
TE
EL
U-C
HA
NN
EL
PO
ST
OR
4" X
4" W
OO
D P
OS
T F
OR
AL
L W
OR
K Z
ON
E S
IGN
S. 3
LB
ST
EE
L
4- A
LL
SIG
N S
PA
CIN
G D
IME
NS
ION
S A
RE
AP
PR
OX
IMA
TE
, FIE
LD
AD
JU
ST
AS
NE
CE
SS
AR
Y O
R A
S D
IRE
CT
ED
.
AP
PL
ICA
TIO
N IS
US
ED
, SIG
NS
MA
Y B
E P
OR
TA
BL
E M
OU
NT
ED
.
US
E O
NL
Y A
PP
LIC
AB
LE
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
INS
TE
AD
. HO
WE
VE
R, IF
TH
IS S
IGN
ING
SH
OR
T-T
ER
M D
AIL
Y M
AIN
TE
NA
NC
E T
YP
E O
PE
RA
TIO
NS
, TH
IS S
IGN
ING
AP
PL
ICA
TIO
N IS
OP
TIO
NA
L; M
AY
3- S
IGN
S S
HO
WN
AR
E R
EQ
UIR
ED
FO
R W
OR
K Z
ON
ES
TH
AT
WIL
L R
EM
AIN
IN E
FF
EC
T O
VE
RN
IGH
T. F
OR
CO
VE
RE
D.
2- D
O N
OT
INS
TA
LL
AD
VA
NC
E W
AR
NIN
G S
IGN
S M
OR
E T
HA
N 3
DA
YS
PR
IOR
TO
BE
GIN
NIN
G O
F W
OR
K U
NL
ES
S
1- U
SE
FL
UO
RE
SC
EN
T O
RA
NG
E S
HE
ET
ING
(TY
PE
VII O
R H
IGH
ER
) ON
AL
L A
DV
AN
CE
D W
OR
K Z
ON
E S
IGN
S.
EN
D
OR AS ATTAINABLE
50O’
AT
EN
D O
F R
AM
P.
LIM
IT
S A
RE
AT
EN
D O
F R
AM
P, P
LA
CE
SIG
N
TH
AT
RA
MP
IN
TE
RS
EC
TS
. IF
CO
NS
TR
UC
TIO
N
SIG
NS
HA
VE
BE
EN
PL
AC
ED
AL
ON
G -
Y- L
IN
E
NO
TE
: SIG
N N
OT
RE
QU
IRE
D IF
AD
VA
NC
E W
AR
NIN
G
G2
0-2
a
48"X
24"
EX
IT R
AM
PS
RO
AD
WO
RK
DE
TA
IL D
DE
TA
IL B
-Y
- L
IN
ES
RO
AD
WO
RK
RO
AD
WO
RK
MA
IN R
OA
DW
AY
WO
RK
ZO
NE
-Y- LINE
CO
NS
TR
UC
TIO
N L
IMIT
S
MA
IN R
OA
DW
AY
WO
RK
ZO
NE
CO
NS
TR
UC
TIO
N L
IMIT
S
-Y
- L
IN
E
LIM
ITS
CO
NS
TR
UC
TIO
N
G2
0-2
a
48"X
24"
48"X
24"
G2
0-2
a
W2
0-1
48"X
48"
48"X
48"
W2
0-1
IN
CR
EA
SE
SIG
N S
PA
CIN
G T
O 1
000’+
/-.
DU
AL
MO
UN
T S
IGN
S O
N D
IVID
ED
HIG
HW
AY
S A
ND
50
0’
50
0’
50
0’
50
0’
WO
RK
ZO
NE
MA
IN R
OA
DW
AY
55 MPH=FACILITIES WORK ZONE ADVANCE WARNING SIGNS FOR
55 MPH = FACILITIES WORK ZONE ADVANCE WARNING SIGNS FOR
![Page 5: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/5.jpg)
AH
EA
D
CL
OSE
D
RIG
HT
LA
NE
24’’ X
30’’
R4-1
DO
NO
TP
AS
S
W1-4
L
48’’ X
48’’
M.P
.H.
XX
R4-1
DO
NO
TP
AS
S AB
C
48’’ X
48’’
W6
-3
AB
C
M.P
.H.
XX
M.P
.H.
XX
L
L
MATCH ABOVE
MATCH BELOW
10’
25’
AH
EA
D
CL
OSE
D
LE
FT L
AN
E
W1-4
R
48’’ X
48’’
W1
3-1
M.P
.H.
XX
A
TY
PE
III B
AR
RIC
AD
E(S
)
MIN
.
16’
� MIL
E–
� MIL
E–
TEMPORARY ROAD CLOSURES
TEMPORARY ROAD CLOSURES
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1101.0
31101.0
3
6 9
6 9
R1
1-2
W1-6
L
48" X
24"
RO
AD
CL
OS
ED
48" X
48"
W2
0-5
48" X
48"
W4-2
R
48" X
48"
W2
0-5
24" X
24"
W1
3-1
24" X
24"
W1
3-1
24
’’ x
30
’’
CL
OSE
D
RIG
HT
LA
NE
48" X
30"
48" X
48"
W6
-3
24" X
24"
W1
3-1
48" X
48"
W4-2
L
LE
FT L
AN
E
CL
OSE
D
24’’ X
24’’
48" X
48"
W2
0-5
48" X
48"
W2
0-5
1-12
1-12
55 MPH=SHORT TERM
CLOSURE OF ONE SIDE OF A 4-LANE DIVIDED ROADWAY
55 MPH = SHORT TERM
CLOSURE OF ONE SIDE OF A 4-LANE DIVIDED ROADWAY
SE
E R
OA
DW
AY
PL
AN
S
TE
MP
OR
AR
Y M
ED
IAN
CR
OS
SO
VE
R
SE
E R
OA
DW
AY
PL
AN
S
TE
MP
OR
AR
Y M
ED
IAN
CR
OS
SO
VE
R
55 M
PH
.
= F
AC
IL
IT
IE
S
6- C
HA
NG
EA
BL
E M
ES
SA
GE
BO
AR
DS
AN
D F
IRS
T F
LA
SH
ING
AR
RO
W B
OA
RD
S A
RE
NO
T R
EQ
UIR
ED
ON
EN
GIN
EE
R. U
SE
NO
MO
RE
TH
AN
TW
O (2
) ME
SS
AG
E D
ISP
LA
YS
WIT
H A
NY
CY
CL
E.
5- D
ISP
LA
Y C
HA
NG
EA
BL
E M
ES
SA
GE
SIG
N (C
MS
) ME
SS
AG
ES
AS
SH
OW
N O
R A
S D
IRE
CT
ED
BY
TH
E
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G F
IXE
D T
O T
HE
PA
VE
ME
NT
.
4- S
EP
AR
AT
E 2
WA
Y T
RA
FF
IC U
SIN
G D
RU
MS
OR
OR
AN
GE
TU
BU
LA
R M
AR
KE
RS
WIT
H W
HIT
E
3- R
EF
ER
TO
ST
D. 1
10
1.0
2 S
HE
ET
3 F
OR
RIG
HT
LA
NE
CL
OS
UR
E N
OT
ES
.
2- L
IMIT
TH
E D
IST
AN
CE
BE
TW
EE
N T
EM
PO
RA
RY
CR
OS
SO
VE
RS
TO
� MIL
E.
DE
SIG
NE
D F
OR
AT
LE
AS
T 2
0 M
PH
BE
LO
W T
HE
PO
ST
ED
SP
EE
D L
IMIT
.
1- U
SE
TH
IS S
TD
. FO
R O
PE
RA
TIO
NS
LA
ST
ING
3 D
AY
S O
R L
ES
S A
ND
US
ING
LO
W S
PE
ED
CR
OS
SO
VE
RS
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
FL
AS
HIN
G A
RR
OW
BO
AR
D (T
YP
E C
)
PO
RT
AB
LE
SIG
N
TY
PE
III BA
RR
ICA
DE
DR
UM
TR
UC
K M
OU
NT
ED
AT
TE
NU
AT
OR
CH
AN
GE
AB
LE
ME
SS
AG
E S
IGN
(CM
S)
GE
NE
RA
L N
OT
ES
LE
GE
ND
75
0’
L
ME
RG
E T
AP
ER
L3
1
L3
1
SH
OU
LD
ER
TA
PE
R
16’
MIN.
L3
1
SH
OU
LD
ER
TA
PE
R7
50
’ L
31
L
ME
RG
E T
AP
ER
INIT
IAL
PL
AC
EM
EN
T
1 M
IL
E M
IN
.
INIT
IAL
PL
AC
EM
EN
T
1 M
IL
E M
IN
.
ME
DIA
NM
ED
IAN
ME
DIA
NM
ED
IAN
WO
RK
AR
EA
WO
RK
AR
EA
DIS
TA
NC
E
RO
LL
-AH
EA
D
TM
A
20
0’ M
IN
.
20
0’ M
IN
.
CH
AN
GE
AB
LE
ME
SS
AG
ES
IGN
RIG
HT
LN
CL
OS
ED
XX
MIL
ES
NO
. 1
ME
SS
AG
E
TR
AF
FIC
SH
IF
T
AH
EA
D
NO
. 2
ME
SS
AG
E
CH
AN
GE
AB
LE
ME
SS
AG
ES
IGN
LE
FT
LN
CL
OS
ED
XX
MIL
ES
NO
. 1
ME
SS
AG
E
TW
O
WA
Y
TR
AF
FIC
NO
. 2
ME
SS
AG
E
![Page 6: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/6.jpg)
12
34
56
78
9
20
25
30
35
40
45
50
55
60
65
66
0
54
0
60
0
72
0
78
06
5
60
55
50
45
90
10
0
12
0
13
0
13
5
15
0
16
5
18
0
19
5
20
0
22
0
24
0
26
0
22
5
25
0
27
5
30
0
32
5
27
0
30
0
33
0
36
0
39
0
31
5
35
0
38
5
42
0
45
5
36
0
40
0
44
0
48
0
52
0
40
5
45
0
49
5
54
0
58
5
45
0
50
0
55
0
60
0
65
0
49
5
55
0
60
5
66
0
71
5
25
25
30
30
30
35
35
45
45
45
55
55
20
65
80
60
85
75
10
5
13
5
40
65
90
12
5
16
0
50
75
14
5
19
0
55
85
21
5
60
95
24
0
70
10
5
20
5
27
0
75
11
5
16
5
22
5
29
5
80
12
5
24
5
32
0
11
0
10
15
15
15
11
0
18
0
10
51
20
13
51
50
18
0
16
51
85
10
11
12
TA
PE
R L
EN
GT
H C
RIT
ER
IA F
OR
CH
AN
NE
LIZ
ING
DE
VIC
ES
IN W
OR
K Z
ON
ES
QU
ICK
RE
FE
RE
NC
E - "
L" D
IST
AN
CE
TA
BL
E
DEVICE TAPER CRITERIA
"L" DISTANCE AND CHANNELIZING
DEVICE TAPER CRITERIA
"L" DISTANCE AND CHANNELIZING
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
11
01
.11
11
01
.11
1 4
1 4
TRAFFIC CONTROL DESIGN TABLES
TRAFFIC CONTROL DESIGN TABLES
70
84
07
01
40
21
02
80
35
04
20
49
05
60
63
07
00
77
0
1-12
1-12
2M
INMIN
60
BA
RR
ICA
DE
S, R
AIS
ED
AS
PH
AL
T IS
LA
ND
S, A
ND
VE
RT
ICA
L P
AN
EL
S.
AN
D T
RA
NS
ITIO
NS
. CH
AN
NE
LIZ
ING
DE
VIC
ES
INC
LU
DE
DR
UM
S, C
ON
ES
, TU
BU
LA
R M
AR
KE
RS
,
2- "
L" D
IST
AN
CE
IS F
OR
AP
PL
ICA
TIO
N W
ITH
CH
AN
NE
LIZ
ING
DE
VIC
E A
ND
PA
VE
ME
NT
MA
RK
ING
TA
PE
RS
OR
TH
E A
NT
IC
IP
AT
ED
OP
ER
AT
IN
G S
PE
ED
IN
MP
H
S =
PO
ST
ED
SP
EE
D L
IM
IT
, OR
OF
F-P
EA
K 8
5 P
ER
CE
NT
IL
E S
PE
ED
IN
MP
H P
RIO
R T
O W
OR
K S
TA
RT
IN
G,
W =
WID
TH
OF
OF
FS
ET
IN
FE
ET
(L
AT
ER
AL
DIS
TA
NC
E)
L =
MIN
IMU
M T
AP
ER
LE
NG
TH
IN F
EE
T (L
ON
GIT
UD
INA
L D
IST
AN
CE
)
45 M
PH
OR
GR
EA
TE
R L
= W
x S
40
MP
H O
R L
ES
S L
= W
x S
SP
EE
D L
IM
IT
FO
RM
UL
A
WH
ER
E:
1- T
AB
LE
FO
R "
L" D
IST
AN
CE
IS B
AS
ED
ON
CH
AN
NE
LIZ
AT
ION
TA
PE
R F
OR
MU
LA
FR
OM
TH
E M
.U.T
.C.D
.
GE
NE
RA
L N
OT
ES
W
L
LA
TE
RA
L W
IDT
H "
W" (F
EE
T)
(MP
H)
"S
"
SP
EE
D
PO
ST
ED
(RO
UN
DE
D V
AL
UE
S)
MIN
IMU
M L
ON
GIT
UD
INA
L D
IST
AN
CE
"L
" (F
EE
T)
SH
LD
.
SH
LD
.
EX
AM
PL
E O
F "
L" &
"W
" D
ES
IGN
AT
ION
S
TY
PE
S O
F T
AP
ER
ST
AP
ER
LE
NG
TH
UP
ST
RE
AM
TA
PE
R
DO
WN
ST
RE
AM
TA
PE
R
TW
O-W
AY
TR
AF
FIC
TA
PE
R......................................5
0 -
100 F
EE
T M
AX
IM
UM
L M
INIM
UM
31
SH
OU
LD
ER
T
AP
ER
.............................................
SH
IF
TIN
G T
AP
ER
.............................................� L
M
IN
IM
UM
ME
RG
IN
G T
AP
ER
..............................................L
M
IN
IM
UM
...........................................100 F
EE
T M
AX
IM
UM
![Page 7: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/7.jpg)
SPACING OF TEMPORARY SIGNS IN SERIES
SPACING OF TEMPORARY SIGNS IN SERIES
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
11
01
.11
11
01
.11
4 4
4 4
TRAFFIC CONTROL DESIGN TABLES
TRAFFIC CONTROL DESIGN TABLES
1-12
1-12
OC
CU
R, S
UC
H A
S L
IMIT
ED
SIG
HT
DIS
TA
NC
E, O
BS
TR
UC
TIO
N IN
TE
RF
ER
EN
CE
, ET
C.
US
ED
. AL
L S
IGN
SP
AC
ING
DIM
EN
SIO
NS
AR
E A
PP
RO
XIM
AT
E. F
IEL
D A
DJU
ST
AS
VA
RIO
US
CO
ND
ITIO
NS
3- A
PP
LY
TH
E A
DV
AN
CE
WA
RN
ING
SIG
N S
PA
CIN
G C
HA
RT
WH
ER
E A
SE
RIE
S O
F 2
OR
MO
RE
SIG
NS
AR
E
DR
AW
IN
GS
WH
ER
E S
IG
N S
PA
CIN
G D
IS
TA
NC
ES
A, B
, C, A
RE
SP
EC
IF
IE
D.
2- U
SE
TH
IS S
TA
ND
AR
D D
RA
WIN
G IN
CO
NJU
NC
TIO
N W
ITH
OT
HE
R T
RA
FF
IC C
ON
TR
OL
RO
AD
WA
Y S
TA
ND
AR
D
1- R
EF
ER
TO
2009 M
UT
CD
.
GE
NE
RA
L N
OT
ES
DIS
TA
NC
E T
O 3
RD
SIG
ND
IST
AN
CE
TO
2N
D S
IGN
DIS
TA
NC
E T
O 1
ST
SIG
NR
EP
EA
T F
OR
AN
Y C
ON
SE
CU
TIV
E S
IGN
S
DIS
TA
NC
E T
O 4
TH
SIG
N
AB
CC
20
02
00
20
0
35
03
50
35
0
1000
1500
2700
(MP
H)
PO
ST
ED
SP
EE
D L
IMIT
40
-5
0
50
05
00
50
05
5
(F
EE
T)–
DIS
TA
NC
E B
ET
WE
EN
SIG
NS
RE
CO
MM
EN
DE
D
3
5=
55)
=(
CO
NT
RO
LL
ED
AC
CE
SS
RO
AD
S
AB
C
SP
AC
ING
CH
AR
T
AD
VA
NC
E W
AR
NIN
G S
IGN
ST
AT
ION
AR
Y O
R P
OR
TA
BL
E S
IGN
S
PO
INT
RE
FE
RE
NC
E
![Page 8: MECKLENBURG COUNTY - NCDOT 10...2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES t PLANS ... rk e n D V a lia n t W y O n e N o rm B v Tuscany Ln](https://reader034.vdocuments.us/reader034/viewer/2022042916/5f56851475dcf27b012ee382/html5/thumbnails/8.jpg)
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1 1
1 1
SKINNY-DRUM
SKINNY-DRUM
1180.0
11180.0
1
1-12
1-12
GE
NE
RA
L N
OT
ES
TY
PIC
AL
6" M
AX
. ST
RIP
ES
MIN
IMU
M
42"
SIZ
E P
OL
YG
ON
AL
SH
AP
E
CIR
CU
LA
R O
R E
QU
AL
IN
20
" M
AX
. BA
LL
AS
T
NO
N-R
EF
LE
CT
IVE
BE
TW
EE
N S
TR
IPE
S
2" M
AX
. TY
PIC
AL
7.5
" M
IN
.
PL
AS
TIC
ST
AB
ILIZ
ED
IMP
AC
T R
ES
IST
AN
T
OR
AN
GE
UL
TR
A-V
IOL
ET
CO
VE
RIN
G E
NT
IRE
OU
TS
IDE
2 O
RA
NG
E &
WH
ITE
MIN
IMU
M
RE
TR
OR
EF
LE
CT
IVE
ST
RIP
ES
,
FL
UO
RE
SC
EN
T W
HIT
E &
OR
AN
GE
CIR
CU
MF
ER
EN
TIA
L A
LT
ER
NA
TE
TO
EX
CE
ED
BA
SE
DIA
ME
TE
R
4" M
IN. D
IAM
ET
ER
NO
T
BA
LL
AS
T W
ILL
BE
A M
INIM
UM
OF
15 P
OU
ND
S
TY
PIC
AL
BA
LL
AS
T
NO
N-R
ET
RO
RE
FL
EC
TIV
E C
OL
OR
AN
D N
OT
OV
ER
2" IN
HE
IGH
T.
NO
N-R
ET
RO
RE
FL
EC
TIV
E S
UR
FA
CE
S. S
HO
W T
HE
LE
TT
ER
S A
ND
NU
MB
ER
S U
SIN
G A
2- IF
NE
CE
SS
AR
Y, P
LA
CE
TH
E N
AM
E O
F T
HE
AG
EN
CY
, CO
NT
RA
CT
OR
, OR
SU
PP
LIE
R O
N
DR
UM
.
1- U
SE
BA
LL
AS
T A
S S
PE
CIF
IED
BY
TH
E M
AN
UF
AC
TU
RE
R. D
O N
OT
PL
AC
E B
AL
LA
ST
ON
TO
P O
F T
HE
A
T https://apps.dot.state.nc.us/vendor/approvedproducts.
5- S
EE
TH
E D
EP
AR
TM
EN
T’S
AP
PR
OV
ED
PR
OD
UC
TS
LIS
T
4- U
SE
TY
PE
3 O
R H
IGH
ER
HIG
H IN
TE
NS
ITY
PR
ISM
AT
IC S
HE
ET
ING
.
AD
DIT
ION
AL
RE
QU
IRE
ME
NT
S.
3- R
EF
ER
TO
SE
CT
ION
11
80
, ST
AN
DA
RD
SP
EC
IFIC
AT
ION
S F
OR
RO
AD
S A
ND
INS
TR
UC
TIO
NS
FO
R