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$BUS
40
$40
[208]
Colfax dR
H
F
G
H
F
GF
Airport Pky
Bending Rd
Bending Rd
Burg
ess R
d
E M
ountain St
Stack Rd
Sandy Rid
ge R
d
Hou
ghton
Rd
Macy Grove Rd
S R
egio
nal Rd
Lonnie Ct
Macy Gro
ve R
d
Maverick R
d
Lakedale R
d
Adkins RdStaples Rd
Roy C
lift Rd
Tyner Loop
McCloud Rd
Tyner Loop
Tyner Rd
Lakedale CirL
akedale Cir
Boylsto
n R
d
Nation
al Service Ro
ad
Boylston Rd
Quailm
eado
w L
n
Piedmont Tria
d Pky
Rose Haven Rd
Thorndike Rd
Quailm
eado
w Ln
S R
egio
nal Rd
Adkins R
d
Albert Pick Rd
S R
egio
nal R
d
Joe Dr
Yeoman L
n
Lebanon Rd
Partridge Rd
Sweetmeadow Rd
W Market S
t
N R
egio
nal R
d
Lebanon R
d
Pleasant Ridge R
d
W Market St
W Market St
W Market St
S B
unker
Hill Rd
Lebanon R
d
W Market S
t
S B
unker
Hill R
d
Norcross Rd
Endicott Rd
S B
unker
Hill R
d
W Market St
S Bunker H
ill Rd
Lakedale R
d
National Service Road
S R
egional Rd
McCloud Rd
Adkins R
d
Boylston Rd
Pegg R
d
National Service Road
Gallim
ore Dairy Rd
Sandy
Ridge R
d
S B
unker
Hill Rd
Sandy Rid
ge R
d
N R
egio
nal Rd
Sandy Ridge R
d
Bull Rd
Cude R
d Edgefield R
d
N R
egional R
d
Marsh
all S
mith R
d
Cude R
d
Din
ger D
r
Quail Creek Dr
Cross P
ond Dr
Caffey Dr
Egars W
ay
Caindale Dr
Cude R
d
Pratt R
d
Cro
use R
d
El Toro Dr
Crosscre
ek R
d
Ira Dr
W Marke
t St
Kidd Rd
Sherfield Rd
Pratt R
d
Old Greensboro
Rd
Marshall S
mith R
d
Seacrest Dr
Barnsw
allo
w R
d
Cherry Blossom Dr
Mas
ons P
ond
Dr
Quail C
reek Ct
N Bun
ker Hill Rd
Pleasa
nt Ridge R
d
Crosscreek R
d
Beeson R
d
N Bu
nker Hill
Rd
Beeson R
d
Crosscreek R
d
Pleasa
nt Ridg
e Rd
N B
unker Hill R
d
Pleasant Ridge Rd
W M
arket StW Market St
Pleasa
nt Ridge R
d
N R
egio
nal R
d
Pleasant Ridge R
d
Quail Creek Dr
Quail Creek Dr
Dover C
hurc
h R
d
Bayro
n Dr
%421
Hawkins Trail
16-
MA
R-2016 12:4
7S:\
Resurfacing
Projects\2017
PO
Contracts\
Guilford\I-40
Bus._
US 421 fro
m I-40 to
Forsyth
County
Line\
CA
DD\vicinity.d
gn
cthuskins
AT
D7
CA
DD271374
SHEETS
TOTALSTATE PROJECT NO.
NO.
SHEET
N.C.
F.A. PROJ. NO.
2016CPT.07.18.10411
1$40
%421
GUI
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OR
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2
W Market St
2016 GUILFORD COUNTY
the detour.
of six (6) days prior to installation of
The Engineer shall contact Fed-Ex a minimum
to installation of the detour.
336-747-7800, a minimum of 48 hours prior
Division Construction Engineer, Division 9,
The Engineer shall notify Keith Raulston,
the detour.
a minimum of one week prior to installing
The Contractor shall notify the Engineer
4156
1695
1969
1695
1840
1929
18451851
1917
1918
1859
1877
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1956
1849
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1974
1975
1905
3978
1860
1915
2007
1856
1978
1843
2133
2082
2084
4464
1882
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1607
1681
1883
1850
1844
1844
1556
1976
1850
1849
1977
1008
1985
2001
2000
2068 2081
2080
2003
1846
1865
2004
2007
2008
2086
2091
2133
201120161843
2138
1008
1008
4435
4432
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4430
44284429
4426
4427
4156
2084
2133
4452
4453
4452
4180
4457
4458
4181
1991
1992
2007
(68
Brigha
m R
d
.5’D
D
STATE PROJECT NO.NO.
SHEET
N.C.
16-
MA
R-2016 12:4
7S:\
DD
C\
Resurfacin
g
Projects\2015 P
O
Co
ntracts\
Guilf
ord\7
CR.2
0411.7
2\
CA
DD\ty
pic
al_
1.dgn
cthuskin
s
AT
D7
CA
DD2713
74
SHEETS
TOTAL
PAVEMENT SCHEDULE
EXISTING PAVEMENT.
C1
C2
U1 U2
C1
DETAIL A
ADETAIL
SEE
ADETAIL
SEE
D
DC1
V1
D4’ 24’ 10’
V1 V2 4�" MILLING
V3
V4
V3
C2 C2V4
U1 U2
U1 U2 EXISTING SHOULDER.
V4
ADETAIL
SEE
ADETAIL
SEE C1
V1
D4’24’D 10’D
C2C2
U1U2
V4
V3
C2
EXISTING CONCRETE EXISTING CONCRETE
2016CPT.07.18.10411
TYPICAL SECTION
D
D
V2
D
4’-12’
LOCATIONS AS DIRECTED BY THE ENGINEER.
FILL WITH INTERMEDIATE COURSE, TYPE I19.0B AT
MILL EXISTING ASPHALT PAVEMENT 4�" IN DEPTH AND
TO BE USED IN CONJUCTION WITH MAPS 1 AND 2
4�"
INTERMEDIATE COURSE, TYPE I19.0B = 100 TONS
MAP 2: 4�" MILLING = 390 SYD
INTERMEDIATE COURSE, TYPE I19.0B = 100 TONS
MAP 1: 4�" MILLING = 390 SYD
PATCHING DETAIL 1
V4STRIPS
MILLED RUMBLE
V4
V3 V3
D
168 LBS. PER SQ. YD.
COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF
PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE
1�" MILLINGand when Repairing Concrete Pavement."Partial and Full Depth Repair Manual" when Replacing Slabs
Refer to the North Carolina Department of Transportation
A1
U EXISTING PAVEMENT
PAVEMENT SCHEDULE
CONCRETE PAVEMENT
DETAIL FOR REPAIR OF
#57 STONEJ1
TO BE USED ON MAPS: 1, 2
FAILURE
FULL SAW CUTFULL SAW CUT
DETAIL OF SAW CUTS
*
*
DETAIL OF CONCRETE PAVEMENT REPAIR
* DIMENSIONS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED
CONCRETE PAVEMENT
EXISTING
EXISTING CONCRETE PAVEMENT
1’-0" MIN.1’-0" MIN.
VARIABLE LENGTH PATCH UP TO ENTIRE CONCRETE SLAB
12"
18" MIN. OVERLAP18" MIN. OVERLAP
UN
DE
RC
UT
A1A1UU
U U
U
4"
*
*
FABRIC FOR SOIL STABILIZATION FABRIC FOR SOIL STABILIZATION
#57 STONE
VERY HIGH-EARLY CONCRETE
J1
SELECT MATERIAL CLASS IV
SHALL COMPLETELY ENCAPSULATE
FABRIC FOR SOIL STABILIZATION
AS DIRECTED BY THE ENGINEER
SELECT MATERIAL CLASS IV
UNDERCUT AND BACKFILL WITH
CLASS IV AS DIRECTED BY THE ENGINEER
UNDERCUT AND BACKFILL WITH SELECT MATERIAL
** UNDERCUT REQUIRED IN AREAS AS DIRECTED BY THE ENGINEER
VARIABLE LENGTH PATCH UP TO ENTIRE CONCRETE SLAB
9"
9"
9" VERY HIGH-EARLY CONCRETE
PER SQ. YD.
COURSE (UBWC) AT AN AVERAGE RATE OF 70 LBS.
PROP. APPROX. �" ULTRA-THIN BONDED WEARING
AVERAGE RATE OF 513 LBS. PER SQ. YD. IN ONE LIFT
INTERMEDIATE COURSE, TYPE I19.0B, AT AN
PROP. APPROX. 4�" ASPHALT CONCRETE INTERMEDIATE
UBWC (APPROX.�")
FINE MILL EXISTING
RE
VISIO
NS
SHEET NO.
16-
MA
R-2016 12:4
7S:\
Resurfacing
Projects\2017
PO
Contracts\
Guilford\I-40
Bus._
US 421 fro
m
Forsyth_
Guilford
County
Line to I-40\
CA
DD\
Detour 1.d
gn
cthuskins
AT
D7
CA
DD271374
PROJECT REFERENCE NO.
$BUS40
40
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RD
CO
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FO
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UN
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Graves
Berry
Gard
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Cre
ek
Twin
Rd.
$
40$40$
40$
Colfax
W Market St
Sherfield Rd
Bending Rd
Hou
ghton
Rd
Hawkins Trail
Shields Rd
Macy Gro
ve R
d
Industrial Park Dr.
Kernersville Medical P
kwy
S B
unker
Hill R
d
W Market St
S B
unker
Hill R
d
S B
unker
Hill R
d
S B
unker
Hill R
d
W Mark
et St
Greensboro Rd
Greensboro R
d
Mountain St
F
G
WB WEEKEND CLOSURE
TO SCALEDRAWING NOT
DETOUR ROUTE
B
C
DE
A
WB WK END12016CPT.07.18.10411
OF I-40 BUSINESS
PLACE A TMA IN EACH LANE
the detour.
of six (6) days prior to installation of
The Engineer shall contact Fed-Ex a minimum
to installation of the detour.
336-747-7800, a minimum of 48 hours prior
Division Construction Engineer, Division 9,
The Engineer shall notify Keith Raulston,
the detour.
a minimum of one week prior to installing
The Contractor shall notify the Engineer
2041
2042
4319
2601
2042
1005
2042
2045
2602
1008
18462007
1863
1977
19912007
(66
150
(66
(66
NSRS 2007
NA
D 83/
200
300’ LANE TAPER 450’
SEE BELOW
2065’ 780’ 1560’ 780’ 1560’ 1000’ 1240’ 260’ 2700’ 1 MILE +/-
EXIT
E5-1
48’’ X 42’’
M4-10
L
R11-2
48’’ x 30’’
RO
AD
CLO
SED
DETO
UR
48" x 18"
TY
PE III
BA
RRI
CA
DE
R1-
2
YIE
LD
48’’ x 48’’ x 48"
48’’ X 48’’
W9-2 L
MER
GE
LEFT
LAN
E EN
DS
W4-1R
48’’ X 48’’
W4-2
R
48’’ X 48’’
W4-2
R
48’’ X 48’’
W4-2
R
48’’ X 48’’
48’’ X 48’’
AHEA
D
CLO
SED
W20-5b
RIG
HT
THRE
E LA
NES
48’’ X 48’’
CLO
SED
W20-5b
RIG
HT
THRE
E LA
NES
MESSAGE NO. 1 MESSAGE NO. 2
CHANGEABLE MESSAGE
SIGN
RIGHT
THREE
LANES
CLOSED
NEXT
4 MILES
I-40 BUS/US 421
I-40 WB
I-40 EB
I-40 BUS/US 421 ROAD CLOSED
RD. BASED ON RDY STD 1101.02 SHEET 9ENTRANCE RAMP DETAIL AT SANDY RIDGE
I-40 WB
I-40 EB
TAPER
780’ (TYP)
BASED ON RDY STD 1101.02 SHEET 10EXIT RAMP DETAIL AT SANDY RIDGE RD.
LANE CLOSURE DETAIL BASED ON RDY STD 1101.02 SHEET 8
I-40 EB
I-40 WB
I-40 EB
I-40 WB
SHEET NO.PROJECT REFERENCE NO.
16-
MA
R-2016 12:4
7S:\
Resurfacing
Projects\2017
PO
Contracts\
Guilford\I-40
Bus._
US 421 fro
m
Forsyth_
Guilford
County
Line to I-40\
CA
DD\
Detour 1.d
gn
cthuskins
AT
D7
CA
DD271374
SANDY RIDGE RDFROM
SANDY RIDGE RDTO
SANDY RIDGE RDTO
SANDY RIDGE RDFROM
WB WK END22016CPT.07.18.10411
TO SCALEDRAWING NOT
MESSAGE NO. 1 MESSAGE NO. 2
CHANGEABLE MESSAGE
SIGN
SHEET NO.PROJECT REFERENCE NO.
16-
MA
R-2016 12:4
7S:\
Resurfacing
Projects\2017
PO
Contracts\
Guilford\I-40
Bus._
US 421 fro
m
Forsyth_
Guilford
County
Line to I-40\
CA
DD\
Detour 1.d
gn
cthuskins
AT
D7
CA
DD271374
MESSAGE NO. 1 MESSAGE NO. 2
CHANGEABLE MESSAGE
SIGN
M4-10L
R11-2
48’’ x 30’’
ROAD
CLOSED
DETOUR 48" x 18"
TYPE III BARRICADE
US 421
I-40 BUS
TO
EXIT
NEXT
M6-2
40M1-2
36" x 36"
36" x 21"
M4-8
36’’ X 18’’
M3-4
36" X 18’’
BUSINESS
M6-2
36" x 21"
M4-8
36’’ X 18’’
DETOURDETOUR
WEST
36" x 36"M1-4421
M3-4
36" X 18’’
NORTH
40M1-2
24" x 24"
M4-8
24’’ X 12’’
M3-4
BUSINESS
M4-8
24’’ X 12’’
DETOURDETOUR
WEST
30" x 24"M1-4421
24’’ X 12’’
M3-4
24’’ X 12’’
NORTH
21’’ X 15’’ 21’’ X 15’’
M6-1 M6-1
40M1-2
24" x 24"
M4-8
24’’ X 12’’
M3-4
BUSINESS
M4-8
24’’ X 12’’
DETOURDETOUR
WEST
30" x 24"M1-4421
24’’ X 12’’
M3-4
24’’ X 12’’
NORTH
21" x 15"
M6-3
21" x 15"
M6-3
SIGNS
A
CLOSED
I-40
WB BUS
DETOUR
I-40 BUS
USE
B C
D
E F
2016CPT.07.18.10411
END
M4-8 A
24’’ X 18’’
INTERSTATE
M1-1 M1-4
42140
G
DETOUR
BUSINESS
User:r
mgarrett
C:\
Users\r
mgarrett\
Do
wnlo
ads\
Resurfacin
g_
Adv
Warn_
HSpd.d
gn
3/23/2015
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
LEGEND
SIGN (CMS)CHANGEABLE MESSAGE
STATIONARY SIGN
FLOWDIRECTION OF TRAFFIC
TRAFFIC DRUM
4200’ +/- 1000’ +/- LIMITSCONSTRUCTION
SHOULDER
SHOULDER
1000’ +/- LIMITSCONSTRUCTION
SHOULDER
SHOULDER
DIVIDED MEDIAN - 46’ OR GREATER WIDTH
BEGIN
48’’ X 48’’
ROAD
WORKSP-11299
48’’ X 48’’
W20-1
CHANGEABLE MESSAGESIGN
RIGHT
LANE
CLOSED
NO. 1
MESSAGE
MERGE
LEFT
NO. 2
MESSAGE
2 MILES TO PROJECT LIMITS
W7-3aP
36’’ X 30’’
NEXT
XX MILES
BEGIN
48’’ X 48’’
ROAD
WORKSP-11299
W7-3aP36’’ X 30’’
NEXT
XX MILES
CHANGEABLE MESSAGESIGN
LEFT
LANE
CLOSED
NO. 1
MESSAGE
MERGE
RIGHT
NO. 2
MESSAGE
2 MILES TO PROJECT LIMITS
CHANGEABLE MESSAGESIGN
ROAD
WORK
NO. 1
MESSAGE
2 MILES
AHEAD
NO. 2
MESSAGE
MESSAGE
INACTIVE WORK ZONE
MESSAGE
ACTIVE WORK ZONE
CHANGEABLE MESSAGESIGN
ROAD
WORK
NO. 1
MESSAGE
BEGINS
2 MILES
AHEAD
NO. 2
MESSAGE
MESSAGE
INACTIVE WORK ZONE
MESSAGE
ACTIVE WORK ZONE
DIVIDED MEDIANS WITH WIDTHS 46’ OR GREATER
60 MPH�»
HIGH SPEED FACILITIES
WARNING SIGNS FOR
RESURFACING ADVANCE
ROAD
WORK
AHEAD
BARRIER
MEDIAN
CONCRETE
DIVIDED MEDIANS WITH WIDTHS LESS THAN 46’ OR WITH PERMANENT MEDIAN BARRIER
NOTES:
48’’ X 24’’
END
ROAD WORK G20-2 A
48’’ X 24’’
END
ROAD WORK G20-2 A
TEMPORARY TRAFFIC CONTROL (LUMP SUM) PAY ITEM.
OF 46’ OR GREATER. THESE PORTABLE SIGNS ARE INCIDENTAL TO THE OTHER ITEMS OF WORK INCLUDED IN THE
DOUBLE INDICATED ON MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER AND WITH DIVIDED MEDIANS
"UNEVEN LANES" W8-11, "GROOVED PAVEMENT" W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE
DRIVERS OF THE PRESENT CONDITIONS. THESE ARE TO INCLUDE, BUT NOT LIMITED TO "ROUGH ROAD" W8-8,
6) IF MILLED AREAS ARE NOT PAVED BACK BY THE END OF THE WORK DAY, PORTABLE SIGNS SHALL BE USED TO WARN
"END ROAD WORK" (G20-2a) AT THE END OF EXIT RAMPS WITHIN THE WORK ZONE.
5) INSTALL "ROAD WORK AHEAD"(W20-1) ALONG ENTRANCE RAMPS 500’ PRIOR TO RAMP TERMINAL, AND
STANDARD SPECIFICATIONS AS EXTRA WORK.
4) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER SECTION 104 OF THE NCDOT
3) FOR MEDIAN WIDTHS LESS THAN 46’ (MEASURED EDGELINE TO EDGELINE) USE THE BOTTOM DRAWING.
MANUFACTURER’S RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT APPROVED.
PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW
2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR U-CHANNEL SUPPORTS.
1) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 6’ AS MEASURED FROM THE EDGE OF PAVEMENT.
__________2016CPT.07.18.10411 WK NIGHT
SHEET NO. TOTAL NO.7 7.00
PROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE TYPE
FINAL SURFACE TESTING REQUIRED
WARM MIX ASPHALT REQUIRED
LENGTH WIDTH REPAIR OF JOINTED CONCRETE PAVEMENT
SLAB
#57 STONE SHALLOW UNDERCUT
CLASS IV SUBGRADE
STABILIZATION
GEOTEXTILE FOR PAVEMENT STABILIZATION
INCIDENTAL STONE BASE
MILLING ASPHALT
PAVEMENT, 1½" DEPTH
ASPHALT CONC
SURFACE COURSE, TYPE S9.5B
ASPHALT BINDER FOR PLANT MIX
POLYMER MODIFIED ASPHALT
BINDER FOR PLANT MIX
4 1/2" PATCHING EXISTING PAVEMENT
PATCHING CONCRETE PAVEMENT SPALLS
ULTRA‐THIN
BONDED WEARING COURSE
MILLED RUMBLE STRIPS
FINE MILLING ASPHALT
PAVEMENT, 5/8" (UBWC)
SEALING EX PVT CRACKS (POLYMER PATCH)
PORTABLE LIGHTING
NO NO NO MI FT SYD TON CY TON SY TONS SY TONS TONS TONS TONS SF TON LF SY LB LS
2016CPT.07.18.10411 Guilford 1 I‐40 BUS./US 421 EASTBOUND
FROM JOINT JUST EAST OF FORSYTH/GUILFORD COUNTY LINE
TO BRIDGE OVER I‐40 1 2 MD NO NO 1.34 25 401.0 120 134.0 361.00 688 50 11,006 933 56 36 100 412 687.87 14,150 18,867 11,304 1.00" " SKIP BRIDGE OVER I‐40 (#616) 2 MD NO NO 0.07 24" " FROM BRIDGE OVER I‐40 TO I‐40 1 2 MD NO NO 0.366 25 3,006 255 15 10 187.88 3,865 5,153
1.776 401.0 120 134.0 361.00 688 50 14,012 1,188 71 46 100 412 875.75 18,015 24,020 11,304 1.00
2016CPT.07.18.10411 Guilford 2 I‐40 BUS/US 421 WESTBOUNDFROM I‐40 TO JOINT JUST WEST OF GUILFORD/FORSYTH COUNTY LINE 1 2 MD NO NO 1.59 25 557.0 266 296.0 799.00 1,776 50 13,059 1,107 66 42 100 536 816.20 16,790 22,387 21,852
1.59 557.0 266 296.0 799.00 1,776 50 13,059 1,107 66 42 100 536 816.20 16,790 22,387 21,8523.366 958.0 386 430.0 1,160.00 2,464 100 27,071 2,295 137 88 200 948 1,691.95 34,805 46,407 33,156 1.00
3.366 958.0 386 430.0 1,160.00 2,464 100 27,071 2,295 137 88 200 948 1,691.95 34,805 46,407 33,156 1.00
4690000000‐EPROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE
TYPELENGTH WIDTH 6" X 90 M
WHITE THERMO
6" X 90 M YELLOW THERMO
6" X 120 M WHITE THERMO
6" WHITE PAINT
6" YELLOW PAINT
NO NO NO LF LF LF LF LF
2016CPT.07.18.10411 Guilford 1 I‐40 BUS./US 421 EASTBOUND
FROM JOINT JUST EAST OF FORSYTH/GUILFORD COUNTY LINE
TO BRIDGE OVER I‐40 1 2 MD 1.34 25 9,179 9,179 11,474 9,179" " SKIP BRIDGE OVER I‐40 (#616) 2 MD 0.07 24" " FROM BRIDGE OVER I‐40 TO I‐40 1 2 MD 0.366 25
1.776 9,179 9,179 11,474 9,179
2016CPT.07.18.10411 Guilford 2 I‐40 BUS/US 421 WESTBOUNDFROM I‐40 TO JOINT JUST WEST OF GUILFORD/FORSYTH COUNTY LINE 1 2 MD 1.59 25 8,092 8,092 2,023 10,115 8,092
1.59 8,092 8,092 2,023 10,115 8,0923.366 17,271 17,271 2,023 21,589 17,271
34,542
3.366 17,271 17,271 2,023 21,589 17,271
GRAND TOTAL
S U M M A R Y O F Q U A N T I T I E S
PROJECT NO.2016CPT.07.18.10411
TOTAL FOR MAP NO. 1
TOTAL FOR MAP NO. 2TOTAL FOR PROJ NO. 2016CPT.07.18.10411
GRAND TOTAL
T H E R M O P L A S T I C A N D P A I N T Q U A N T I T I E S4400000000‐EWORK ZONE
SIGNS (STATIONARY)
SF
72
TOTAL FOR MAP NO. 1
TOTAL FOR MAP NO. 2
TOTAL FOR PROJ NO. 2016CPT.07.18.1041138,860
12001
1
72
4848
4688000000‐E
34,542
4815000000‐E
38,860120
4457000000‐NTEMPORARY TRAFFIC
CONTROL
LS
1
1
4905000000‐NSNOWPLOWABLE
PAVEMENT MARKERS CRYSTAL/RED
EA
113
218
113
105105218
