$40
85
$4085
$40
85
$85
FCA
N.
Church
St.
Church
St.
Fisher
St
N
S
Church
St
Hopedale
Cadiz St.
N.
Park
Ave.
W. Front
St.
BURLINGTON
St.
Logan
St.
Tillm
an
Lakeside
Ave.
Durham
St.
Elmira
St.
Sharpe
Rd.
Tucker
St.
Tucker
St.
Mebane
St.
S.
GRAHAM
E. Gailbreath
St.
N.
Main
St.
E. Park St.
Town
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ha
mHopedale
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Sellars
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Ivey
St.
Hanford
Rd.
Rd.
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ne
wall
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gRd
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witt
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Rd
Haw
River
High
School Rd
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ma
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St
Water
Plant
Rd
Trollinger
Rd
Tow
n
Branc
h
Rd
Dicke
y
Rd
Rd
TyndallSt
Haywood St
Stone
St
Anna
Trollin
gwood
Ha
wfiel
Rd
Trollingwoo
dRd
LyndonLn
Laurie
Dr
Baker
Dr
Jim
my
kerr
Rd
Cherry
Lane
Rd
Bakatsias
LnPorte
rAv
White
more
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Sunset Dr
Cooper
Rd
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Rumar St
Martindale St
Valley
Dr
Arthur
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Plateau
Pl
Ca
melot
Ln
Ln
Noah
Rd
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Scott
Farm
Rd
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Rd
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mming
Rd
Av
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w
Dr
Sedgefield
Dr
Ne
w Y
ork
Av
Rockwood
Av
N
Park
Av
Av
Ramada
Rd
Rd
Burch
Bridge
Rd
Sharpe
Rd
Elva Dr
Lakeside
Av
Lower
Hopedale
Rd
Christopher Dr
Hallie
Dr
Dixon -
Swim
ming
Pool
Rd
SellarsMill
Rd
Woodleigh
Av
Graham
-
Hopedale
Road
Rd
Deep
Creek
Celina
St
Clyde
St
Sand
yCro
ssRd
Murray
St
Meetin
g
Ground
Rd
Hopedale
Rd
Apple
St
Ext
Ross
St
Apple
St
Mitchell
St
Durham
St
S
Mebane
St
Hahn
Rd
Industry
Dr
Antho
ny
Rd Hanford
Rd
Cedarcrest
Dr
Hanford
Rd
Holt
Rd
CarolinaDr
Gant
RdIn
gold
Dr
Crescent
Dr
Dr
Shamrock
Dr
Holt
Rd
Kennel
Rd
White's
Antho
ny
Rd
Tucker
St
Ext
Hatchery
Rd
KirkwoodDr
Cheek
Lane
St
Elmira
St
Sellars
Mill
Rd
Elrado St
Maple
St
S
Lancelot
Gilbre
ath
Sunset
HIll
Christoph
er
Dr
Long
R
ay St
Beth
el
Purtle
Dr
Woo
dy
Dr
Baldwin
Ln
Terry-
wood
Sellars
Mill
Rd
%70
70
%70
HAW RIVER
POP. 11,047
dL
dR
dR
dR
[143]
[145]
[147]
[148]
[150]
24-J
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DD
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Resurfacing
Projects\2020
PO
Contracts\
Ala
mance\2020
CP
T.0
7.0
7.1
0011\
CA
DD\2020
CP
T.0
7.0
7.1
0011_vicinity.d
gn
cthuskins
AT
DIV07-300050
SHEET NO.PROJECT REFERENCE NO.
ALAMANCE COUNTY
2
%70 %70%70
1
$4085
$4085
1
2020CPT.07.07.10011
HA
W RIV
ER
Trollin
gwood
#379Bridge
1981
2011
1936
1981
1729
17321734
1735
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1522
1351
15231349
1350
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1323 1323
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1363
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1363
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1154
1148
2303
2304
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2304
2389
2389
1199
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2100
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1716 1719
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1936
1935
1935
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1991
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2014
2015
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1936
1938
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2020
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2124
2123
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17371781
1736
1735
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2507
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2433
W
Webb
(87
100
Av
(87
100
S.
Harden
St
E
Maple
Av
Main
(87
(49
(54
(119
Chapel
Hill
Rd.
Maple
Ave.
Ala
mance
Rd
Chapel
Hill
Rd
HardenSt
HardenSt
Main
SSt
Webb
Av
W
(62
(62
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100
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e
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ncoe
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St
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St
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(62
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(62
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St
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Elm
St
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Rd
(54
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(49
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(49
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(119
22-J
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DD
C\
Resurfacing
Projects\2020
PO
Contracts\
Ala
mance\2020
CP
T.0
7.0
7.1
0011\
CA
DD\2020
CP
T.0
7.0
7.1
0011_typ.d
gn
cthuskins
AT
DIV07-300050
D
DC
U
TYPICAL SECTION NO. 1
PAVEMENT SCHEDULE
C
TO BE USED ON MAP 1
V1
U EXISTING PAVEMENT.
1•" MILLING V2 4•" MILLING
D
RATE OF 168 LBS. PER SQ. YD.
SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE
PROP. APPROX. 1•" ASPHALT CONCRETE
TYPICAL SECTION NO. 2TO BE USED ON MAP 1
U
C V1
R
TYPICAL SECTION NO. 3
C V1
R
36' - 88'
R
R
R CONCRETE STRUCTURE
PAVEMENT
EXISTING
MANHOLE
PRECAST CONCRETE
BRICK MASONRY OR
18" MIN.
CONC.8" MIN.
PROPOSED SURFACE COURSE
4. RAPID SET GROUT, MORTAR, OR CONCRETE SHALL BE USED
3. EXCAVATION FOR THE ADJUSTMENT SHALL BE SHEER CUT ON ALL SIDES.
NEW BRICK MASONRY.
2. ALL FAULTY EXISTING BRICKWORK TO BE REMOVED AND REPLACED WITH
1. MORTAR SHALL BE MIXED TO NCDOT SPECIFICATIONS.
NOTES:
18" MIN.
BOX
VALVESTONE OR NO. 57 STONE
CAN BE FILLED WITH 78M
AREA BELOW 8 INCH DEPTH
8" MIN.
CONC.
PAVEMENT
EXISTING
SURFACE COURSE
PROPOSED
ARE NOT IN THE TRAVEL LANE.
CLASS B CONCRETE MAY BE USED WHEN ADJUSTMENTS
USE RAPID SET GROUT, MORTAR, OR CONCRETE
FOR VALVE CASTINGS IN PAVEMENTSTANDARD CONCRETE ENCASEMENT
STATE PROJECT NO.NO.
SHEET
2
SHEETS
TOTAL
8N.C.
V1
TYPICAL SECTION NO. 4TO BE USED ON MAP 1
57' - 77' D
D
V2
D
4'-12'
PAVEMENT DETAIL 1PATCHING EXISTING
LOCATIONS AS DIRECTED BY THE ENGINEER.
FILL WITH INTERMEDIATE COURSE, TYPE I19.0C AT
MILL EXISTING ASPHALT PAVEMENT 4•" IN DEPTH AND
TO BE USED IN CONJUCTION WITH MAPS ____
4•"
INTERMEDIATE COURSE, TYPE I19.0C = __ TONS
4•" MILLING = __ SYD
C V1
R R
40' - 42'
46' - 95'
AREAS
IN SOME
* C&G
AREAS
IN SOME
* C&G
MAP 1: STA. 207+58 TO STA. 306+78
MAP 1: STA. 2+35 TO STA. 47+55
MAP 1: STA. 0+00 TO STA. 2+35
TO BE USED ON MAPS 1, 2
MAP 2: STA. 00+00 TO STA. 75+41
STA. 133+43 TO STA. 207+58
STA. 122+00 TO STA. 133+43 (Skip U-5843)
MAP 1: STA. 47+55 TO STA. 122+00
2020CPT.07.07.10011
AVERAGE RATE OF 513 LBS. PER SQ. YD.
INTERMEDIATE COURSE, TYPE I19.0C, AT AN
PROP. APPROX. 4•" ASPHALT CONCRETE
BETWEEN LINES6" SPACINGCENTERLINE THERMOPLASTIC
ON RADII SHALL BE MINI-SKIPS AND EDGELINE
TO BE USED AT ALL
NON-SIGNALIZED INTERSECTIONS
(NOT TO SCALE)
4" EDGELINE
6" MINI SKIPS
AN 6' AND 2' SKIP, THE WIDTH OF THE SKIP SHALL BE 6".NOTE: MINI SKIPS SHALL BE PLACED ON A 8' CYCLE, CONTAINING
D
STATE SYSTE
M
SY
ST
EM
ST
AT
EN
ON -
SY
ST
EM
RESURFACE AREA
MAIN LINE IS BEING RESURFACEDPAVING DETAIL 1
(WHICHEVER IS GREATER)APPROPRIATE POINTOF RADII, OR OTHERMINIMUM 50' TO END
MAINLINE)TRAVELWAY OFFROM EDGE OF(MINIMUM 10' OR R/W LINETO END OF RADII
SCHOOL BUS DRIVE)
NOTE: NON-SYSTEM (CITY STREET, PRIVATE DRIVE,
STATE PROJECT NO.NO.
SHEET
N.C. 3
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DD
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PO
Contracts\
Ala
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CP
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7.0
7.1
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CA
DD\2020
CP
T.0
7.0
7.1
0011_typ.d
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cthuskins
AT
DIV07-300050
SHEETS
TOTAL
8
PRIOR TO OPENING THE LANE TO TRAFFIC.LAYER OF SURFACE COURSE IS NOT PLACED TO ENSURE SMOOTH TRAVEL IF THE FINAL BE REQUIRED IMMEDIATELY AFTER MILLING NOTE: A TEMPORARY ASPHALT WEDGE WILL
MILL EXISTING PAVEMENT
-ABLE BRIDGE DECKSPAVEMENT OR NON-RESURFACEXISTING CONCRETEBEGINNING OR END OF MAP,
75'
VAR.
INCIDENTAL MILLING DETAIL
2020CPT.07.07.10011
PAVEMENT SCHEDULE
C
V1
U EXISTING PAVEMENT.
1•" MILLING V2 4•" MILLING
D
RATE OF 168 LBS. PER SQ. YD.
SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE
PROP. APPROX. 1•" ASPHALT CONCRETE
R CONCRETE STRUCTURE
AVERAGE RATE OF 513 LBS. PER SQ. YD.
INTERMEDIATE COURSE, TYPE I19.0C, AT AN
PROP. APPROX. 4•" ASPHALT CONCRETE
ISLANDCONCRETE
MAPS ENDING IN A TEE INTERSECTION
RESURFACE AREA
MAIN LINE IS NOT BEING RESURFACEDPAVING DETAIL 2
Sheet No. 3-A
T.SPELL 7-19-11
ASPHALT OVERLAY
SHOULDER
EXISTING UNIMPROVED
a
a
s:usr/details/stand/shoulderwedgedetail.dgn
ASPHALT OVERLAY
SHOULDER
EXISTING UNIMPROVED
a
a
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
PROPOSED PAVEMENT
MATERIAL
APPROVED BACKFILL
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
EXISTING PAVEMENT
MATERIAL
APPROVED BACKFILL
(Resurfacing Projects w/ NO Widening)
DETAILS
SHOULDER WEDGE
- SHOULDER WEDGE ANGLE = 30°
10/16/12
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS.
2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
NOTES:
ASPHALT OVERLAY
aSHOULDER WEDGE
EXISTING PAVEMENT
MATERIAL
APPROVED BACKFILL
a
SHOULDER W/ RUTTING
EXISTING UNIMPROVED
DROP OFF
RUT
SHOULDER WEDGE DETAIL
Rutted Shoulder)
(Resurfacing Adjacent to
with Existing Paved Shoulder having no dropoffs)
(Resurfacing Projects w/ Widening or
42020CPT.07.07.10011
SHEET NO.PROJECT REFERENCE NO.
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX 919-250-4119Office 919-707-6950
DATE:ORIGINAL BY:
MODIFIED BY:
CONTRACT STANDARDSAND DEVELOPMENT UNIT
24-J
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DD
C\
Resurfacing
Projects\2020
PO
Contracts\
Ala
mance\2020
CP
T.0
7.0
7.1
0011\
CA
DD\
Shoulder
Wedge
Detail.d
gn
cthuskins
AT
DIV07-300050
D
D
D1
L2
L2
D2
D1
L1
L1
"Stretch" Operation
D2
L
L
L
L
70 ft
Low Speed Detection
L
L L
L1 L1
L2L1
Inductive Loop
edge of stop line
behind leading
Locate loop slightly Note:
6
5
4
3
of Turns
Number
High Speed Detection
/
Side Street Detection
Right Turn Lane DetectionLeft Turn Lane Detection
L
L
OR
OR
Presence Loop Placement at Stop Lines
L1
50 ft
L2OR
Presence Loop Detection Queue Loop Detection
Recommended Number of Turns
Quadrupole loops: Use 2-4-2 turns
NO
R
TH
CAROL
IN
A
ENGINEER
PROFESSION
A
L
23489
SEAL
PA
MEL
A L. ALEXA
NDE
R
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALEREVISIONS
REVIEWED BY:
INIT. DATE
REVIEWED BY:
DATE
PLAN DATE:
January 2015 JPG
PLA
N/A
pale
xander
S:\
IT
S&
SU
\IT
S S
ignals
\Sig
nal
Desig
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on\E
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rn R
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n\l
oopty
pic
al2
015.d
gn
30-JA
N-2015 1
2:3
9
Channelized TurnStandard Turn
Typical Signal Loop Locations
< 250
250-375
375-525
ft
Lead-in
Length of
> 525
Lead-in > 150’, use 3 turns
Lead-in < 150’, use 2 turns
6’ X 15’ Loops:
detectors/channels
Wired to separate
Quadrupole loop
L = 6ft X 40ft
L = 6ft X 40ft Quadrupole loop L1 = 6ft X 15ft Queue detector
L2 = 6ft X 40ft Quadrupole loop
Wired in series
L = 6ft X 6ft
Quadrupole loop, wired separately
L = 6ft X 40ft
(<35 mph)(>40 mph)
40
45
50
55
170, and 2070L Controllers
Wired separately for TS2,
Controllers
Wired in series for TS1
L = 6ft X 6ft
Volume Density Operation
250
300
355
420
Speed Limit
mph ftSpeed Limit
mph
40
45
50
55
250
ft ft
300
355
420
80
90
100
110
Wired in series
L1 = 6ft X 6ft
Wired in series
L2 = 6ft X 6ft
Wired separately
L2 = 6ft X 6ft [Minimum] Presence loop
L1 = 6ft X 40ft Quadrupole loop
Wide Radius Turn
Shared Lane/
L1
Wide Radius Turn
L
(when wired separately):
Single 6’ X 6’ loop
lane
3) for an exclusive right turn
protected/permissive left turn
2) loop detects a permissive or
roadway
from edge of intersecting
1) stop line is greater than 15’
following conditions:
of stop line under any of the
Loop may be located in advance
TN
T
T
IN
DE
PA
RT
M
EN OF T RA
SP
OR
TA
IO
N
ST
A
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FNORTH CAR
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A
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S
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared in the Offices of:
1/30/2015
5
ST
AT
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F
NO
RT
H C
AR
OL
INA
DE
PT
. OF
TR
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OR
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NS
PO
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ION
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IGH
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IG
H,
N.C
.
SHEET OF SHEET OF
EN
GL
ISH
ST
AN
DA
RD
DR
AW
ING
FO
R
EN
GL
ISH
ST
AN
DA
RD
DR
AW
ING
FO
R
1 1 1 1
DEPTH
INCORRECT WAY TO TWIST WIRE
CORRECT WAY TO TWIST WIRE
LOOP WINDING METHODSAW CUT OPTIONS
OPTION 1
CHISEL EDGES SMOOTH
START
FINISH
2 3 4 6
SAW SLOT
5
NO. OF WIRE LAYERSDEPTH
(IN)
12"-18"
12"-18"
SAW CUT OPTIONS
OPTION 1
LOOP WINDING METHOD
START
FINISH
12"-18"
CONVENTIONAL 4-SIDED LOOP
QUADRUPOLE LOOP
SAW SLOT DEPTH CHART
LOOP WIRE TWISTING METHOD
45^
þÿ�‘�"��
(TYP)
CHISEL EDGES SMOOTH
þÿ�‘�"��
(TYP)
DEPTH
12" MAX
45^
SECTION A - A
A A A A
A A A A
SECTION A - A
OPTION 2
(POOR PAVEMENT)
OPTION 2
(POOR PAVEMENT)
NOTES
WHEN INSTALLING 2 OR
MORE LOOPS IN
ADJACENT LANES,
WIND LOOPS IN
ALTERNATE DIRECTIONS
4.0 4.5 5.0 5.0 5.0
þÿ�1 ��"� �C�O��
ALL SAW CUT
INTERSECTIONS
3’ 3’
þÿ�1 ��"� �C�O��
ALL SAW CUT
INTERSECTIONS
ASSUMING 2" MILLING DEPTH
MINIMUM TOTAL
ASPHALT DEPTHREQUIRED
5.0 5.5 6.0 6.0 6.0
DEPTH
-USE A SERIES OF ONE INCH PIECES OF BACKER
ROD SPACED ONE FOOT APART ALONG THE ENTIRE
LENGTH OF THE FEEDER SLOT AND LOOP SAW SLOT.
INSTALL
1" SECTIONS
OF BACKER
ROD ON 1 FOOT
CENTERS
INSTALL
1" SECTIONS
OF BACKER
ROD ON 1 FOOT
CENTERS
(F
OR
IN
ST
AL
LA
TIO
N P
RIO
R T
O M
IL
LIN
G)
(F
OR
IN
ST
AL
LA
TIO
N P
RIO
R T
O M
IL
LIN
G)
DE
EP
-C
UT
IN
DU
CT
IV
E D
ET
EC
TIO
N L
OO
PS
DE
EP
-C
UT
IN
DU
CT
IV
E D
ET
EC
TIO
N L
OO
PS
-CONSULT LOOP SEALANT MANUFACTURER TO DETERMINE
CURING TIME REQUIRED PRIOR TO MILLING.
LOOP WIRE
TAIL SECTION
TO JUNCTION BOX
LOOP WIRE
TAIL SECTION
TO JUNCTION BOX
-OVERLAP SAW CUTS AT CORNERS AND
INTERSECTION POINTS TO ENSURE UNIFORM
SAW SLOT DEPTH.
-MAINTAIN 12" SPACING BETWEEN LOOP WIRE
TAIL SECTIONS.
-WIRE LOOPS CONNECTED TO THE SAME DETECTOR
IN SERIES.
-LOCATE LOOPS IN CENTER OF LANES UNLESS
OTHERWISE SHOWN ON PLANS.
REVISIONS
REMOVED TWISTING NOTES FROM TAIL SECT.
TO JUNCTION BOX. 2/26/08 MWH
2020CPT.07.07.10011 6
LENGTH
WIDTH
INCIDEN
TAL STONE BA
SE
MILLING ASP
HAL
T PA
VEMEN
T,
1½" DEP
TH
ASP
HAL
T CO
NC SU
RFAC
E CO
URS
E,
TYPE
S9.5C
ASP
HAL
T BINDER
FOR PLAN
T MIX
PAT
CHING EXISTING PAV
EMEN
T
ADJ. OF MAN
HOLES
ADJUSTMEN
T OF METER
BOXE
S OR VA
LVE BO
XES
PORT
ABLE LIGHTING
TRE
NCH
ING (P
AVED
) ( 1 )( 2" )
JUNCT
ION BOX (STA
NDAR
D SIZE)
INDUCT
IVE LO
OP SA
W CUT
LEA
D‐IN
CAB
LE (1
4‐2)
MI FT TONS SY TONS TON TONS EA EA LS LF EA LF LF1 4 MU NO NO 0.017 48 15 479 40 2 250 1 751 4 MU NO NO 0.027 71 1,125 95 6 1 12 3 MD NO NO 0.319 42 9,803 822 49 15 122 3 MD NO NO 0.152 40 5,980 501 30 22 3 MD NO NO 0.088 36 2,830 237 14 3 52 3 MD NO NO 0.059 39 1,350 114 7 12 3 MD NO NO 0.03 41 722 61 4 12 3 MD NO NO 0.208 40 6,101 511 31 10 53 3 MD NO NO 0.441 36 11,506 965 58 3 63 2 MU NO NO 0.026 83 1,266 107 63 6 MU NO NO 0.943 77 47,689 4,004 240 38 34 2,885
SKIP GRAHAM‐HOPEDALE INTERSECTION, 7.96 ‐ 8.17 0.2163 6 MU NO NO 0.288 77 14,242 1,195 72 12 5 1,5203 6 MU NO NO 0.046 69 1,903 157 9 1 13 5 MU NO NO 0.979 60 36,830 3,096 186 13 19 1,3003 2 MU NO NO 0.028 62 1,019 86 5 13 6 MU NO NO 0.033 64 1,239 104 63 6 MU NO NO 0.029 66 3,289 275 16 7504 5 MU NO NO 0.022 68 878 74 44 4 MU NO NO 0.085 63 4,559 384 234 4 MU NO NO 0.423 57 15,913 1,336 80
SKIP BRIDGE OVER HAW RIVER 0.0664 4 MU NO NO 0.657 57 23,371 1,965 1184 4 MU NO NO 0.058 65 2,853 241 144 5 2WU NO NO 0.083 72 4,005 335 204 5 MU NO NO 0.044 71 2,529 214 134 5 MU NO NO 0.117 62 7,483 623 37 2 6 20 1 1,810 2254 2 2WU NO NO 0.065 43 1,872 158 94 2 2WU NO NO 0.251 30 5,023 423 25 4 6
5.8 15 215,859 18,123 1,084 250 107 100 1 20 1 8,340 2253 3 MD NO NO 0.03 39 686 58 3 23 3 MD NO NO 0.104 37 2,258 190 113 3 MD NO NO 0.517 36 13,344 1,120 67 8 5 1,0703 3 MD NO NO 0.003 35 62 53 3 MD NO NO 0.058 33 1,361 115 7 2 13 3 MD NO NO 0.717 36 20,655 1,731 104 17 15
1.429 38,366 3,219 192 29 21 1,0707.229 15 254,225 21,342 1,276 250 136 121 1 20 1 9,410 225
7.229 15 254,225 21,342 1,276 250 136 121 1 20 1 9,410 225
FROM SPLIT, 9.56 TO SPLIT, 10.97
PROJECT NO.
2020CPT.07.07.10011
SHEET NO.
7
GRAND TOTAL
S U M M A R Y O F Q U A N T I T I E S
LANES
LANE TY
PE
FINAL
SURF
ACE TESTING REQ
UIRED
WAR
M M
IX ASP
HAL
T RE
QUIRED
TOTAL FOR MAP NO. 1
PROJECT NO COUNTY MAP NO
FROM 5TH ST (NON‐SYSTEM), 5.66 TO 380' WEST OF SR 1928 (TROLLINGWOOD RD), 11.48
ROUTE DESCRIPTION
TYP NO
TOTAL FOR MAP NO. 2TOTAL FOR PROJ NO. 2020CPT.07.07.10011
1 US 70 EB (CHURCH ST.)Alamance2020CPT.07.07.10011
2020CPT.07.07.10011 Alamance 2 US 70 WB (FISHER ST.)
LENGT
H
WIDTH
WOR
K ZO
NE AD
VANCE/GEN
ERAL
WAR
NING SIGN
ING
TEMPO
RARY
TRA
FFIC CON
TROL
4" X 90 M W
HITE TH
ERMO
4" X 90 M YELLOW THER
MO
4" X 120
M W
HITE TH
ERMO
4" X 120
M YELLOW THER
MO
6" X 120
M W
HITE TH
ERMO
8" X 90 M W
HITE TH
ERMO
8" X 90 M YELLOW THER
MO
8" X 120
M W
HITE TH
ERMO
24" X 120 M W
HITE TH
ERMO
THER
MO MSG
SCH
OOL 120 M
THER
MO MSG
ONLY 120
M
THER
MO LT ARR
OW 90
M
THER
MO STR AR
ROW 90 M
THER
MO RT
ARR
OW 90
M
THER
MO STR & RT AR
ROW 90 M
THER
MO STR & LT AR
ROW 90 M
THER
MO 24"YIELD
LINE (90 MILS)
THER
MO MER
GE RIGHT AR
ROW 90 M
COLD
APPLIED
PLASTIC PAV
EMEN
T MAR
KING LINES, TYPE II (8") (HIGHLY
REFLECTIVE
ELEMEN
TS)
POLYUR
EA PAV
EMEN
T MAR
KING LINES
(4", 20 MILS WHITE) (HIGHLY
REFLECTIVE
ELEMEN
TS)
POLYUR
EA PAV
EMEN
T MAR
KING LINES
(4", 20 MILS YELLOW) (HIGHLY
REFLECTIVE
ELEMEN
TS)
4" LINE RE
MOV
AL
REMOV
AL OF PA
VEMEN
T MAR
KING
SYMBOLS & CHAR
ACTERS
SNOWPLOWAB
LE PAV
EMEN
T MAR
KERS
CR
YSTA
L/RE
D
SNOWPLOWAB
LE PAV
EMEN
T MAR
KERS
YELLOW/YELLOW
1 4 MU 0.017 48 650 1 17,562 16,019 64,215 184 857 195 3,663 2,294 24 12 105 78 20 49 22 18 1,206 5321 4 MU 0.027 712 3 MD 0.319 422 3 MD 0.152 402 3 MD 0.088 362 3 MD 0.059 392 3 MD 0.03 412 3 MD 0.208 403 3 MD 0.441 363 2 MU 0.026 833 6 MU 0.943 77
SKIP GRAHAM‐HOPEDALE INTERSECTION, 7.96 ‐ 8.17 0.216
3 6 MU 0.288 773 6 MU 0.046 693 5 MU 0.979 603 2 MU 0.028 623 6 MU 0.033 643 6 MU 0.029 664 5 MU 0.022 684 4 MU 0.085 634 4 MU 0.423 57
SKIP BRIDGE OVER HAW RIVER 0.066 80 1,235 710 1,5904 4 MU 0.657 574 4 MU 0.058 654 5 2WU 0.083 724 5 MU 0.044 714 5 MU 0.117 624 2 2WU 0.065 434 2 2WU 0.251 30
5.8 650 1 17,562 16,019 64,215 184 857 195 3,663 2,294 24 12 105 78 20 49 22 18 80 1,235 710 1,590 1,206 5323 3 MD 0.03 39 160 465 3,134 500 100 233 2,198 869 12 3 25 4 17 17 1 2 198 63 3 MD 0.104 373 3 MD 0.517 363 3 MD 0.003 353 3 MD 0.058 333 3 MD 0.717 36
1.429 160 465 3,134 500 100 233 2,198 869 12 3 25 4 17 17 1 2 198 67.229 810 1 17,562 465 19,153 64,715 184 957 428 5,861 3,163 24 24 108 103 24 66 39 18 1 80 1,235 710 1,590 2 1,404 538
7.229 810 1 17,562 465 19,153 64,715 184 957 428 5,861 3,163 24 24 108 103 24 66 39 18 1 80 1,235 710 1,590 2 1,404 538
PROJECT NO COUNTY MAP NO ROUTE
2020CPT.07.07.10011 Alamance 2
83,868
83,868
1,385
1,385
TOTAL FOR MAP NO. 2
1,942
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 S
2020CPT.07.07.10011 Alamance 1 US 70 EB (CHURCH ST.)
FROM 5TH ST., 5.66 TO 380' WEST OF TROLLINGWOOD RD., 11.48
48
48
359
359
18,027TOTAL FOR PROJ NO. 2020CPT.07.07.10011
18,027GRAND TOTAL
1,945
1,945
SHEET NO.
9
US 70 WB (FISHER ST.) FROM SPLIT, 9.56 TO SPLIT, 10.97
2020CPT.07.07.10011
PROJECT NO.
LANES
LANE TYPE
TOTAL FOR MAP NO. 1
DESCRIPTION
TYP NO
1,942