Milling, Resurfacing & Shoulder Reconstruction - Various Routes - Cumberland Addendum 1

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION 6
PLANS
Letting Date:
November 4, 2026
REVISED 10-27-2026
CONTRACT ID: DF00566
TIP NO.: ------
FEDERAL AID NO.: STATE FUNDED
WBS ELEMENT NO.: 2027CPT.06.07.10261.1 & 2027CPT.06.07.20261.1
ROUTE NO.: VARIES
LOCATION: VARIES
COUNTY: CUMBERLAND
LENGTH OF PROJECT: 14.66 MILES
TYPE OF WORK: MILLING, RESURFACING & SHOULDER RECONSTRUCTION

PROJECT REFERENCE NO. SHEET NO.
34:01
6202-TCO-31
ngd.2pyt\snalP\dnalrebmuC_6202
llaF_cte,1.16201.70.60.TPC7202_66500FD\gnicafruseR\6202\2
tcirtsiD\reenignEslasoporPnoisiviD\:S
99/2/6
$$$$EMANRESU$$$$
4' - 10'
PAVEMENT SCHEDULE
TYP. SHOULDER WIDTH
27'-95'
D 2' - 6'
C1 1 A " T A A SP N H A A V L E T R C A O G N E C R R E A T T E E S O U F R 1 F 1 A 0 C L E B C S O . U PE R R S E S , Q T . Y Y P D E . S9.5B, R1 R2 C2V2 R1 T1 D E TI N R E S A T U I O N R A E E G X P E . O G . S R IT A I D V E E .
C2 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. EXISTING PAVEMENT
AND BASE
SHOULDER WEDGE
R1 EXISTING CONCRETE CURB AND GUTTER U SHOULDER RECONSTRUCTION
NOTES:
TYPICAL SECTION NO. 1
1. SHOULDER SHALL BE RECONSTRUCTED AS SHOWN IN STD. DWG. NO. 560.01 &
R2 EXISTING CONCRETE ISLAND 560.02, WITH A MINIMUM SLOPE OF 1" PER FOOT TO ENSURE POSITIVE DRAINAGE AWAY
FROM ROADWAY.
2. AGGREGATE SHOULDER BORROW (ASB) MATERIAL SHALL BE PLACED USING A
WIDENING MACHINE OR SIMILAR DEVICE.
SHOULDER RECONSTRUCTION WITH 3. A VEGETATIVE BUFFER SHALL BE MAINTAINED BETWEEN THE DISTURBED AREA
T1 ALONG THE EDGE OF PAVEMENT AND THE DITCH SHOULDER POINT TO MINIMIZE
AGGREGATE SHOULDER BORROW
EROSION. PULLING DITCHES OR CUTTING SHOULDERS TO GENERATE BORROW
2' 18'-27' 2'
MATERIAL WILL NOT BE ALLOWED.
D D D 4. REQUIRED BORROW MATERIAL MAY BE OBTAINED BY THE CONTRACTOR FROM
U EXISTING PAVEMENT C2 WIDENING OPERATIONS WITHIN THE PROJECT LIMITS, FROM NCDOT APPROVED
T1 T1 BORROW PITS OR FROM NCDOT STOCKPILES. ANY EXCESS MATERIAL SHALL BE
DISPOSED OF BY THE CONTRACTOR IN AN APPROVED DISPOSAL SITE.
V1 0" - 1(cid:129)" MILLING
MILL AS DIRECTED MILL AS DIRECTED
BY ENGINEER BY ENGINEER
V2 1(cid:129)" MILLING U V1 V1
TYPICAL SECTION NO. 2
V3 0" - 1(cid:129)" CURB MILLING (3' WIDTH) EX. PAVEMENT EX. CONC. BRIDGE DECK EX. PAVEMENT
V2 V1
2' 34'-36' EX. PAVEMENT EX. AWS EX. PAVEMENT
D D EX. CONC. BRIDGE DECK
C2V2 R1
T1
BRIDGE MILLING
MILL AS DIRECTED MILL AS DIRECTED
BY ENGINEER BY ENGINEER
CROEOSRIDDEINN WAT IT T AEH N IWN DI TTC HHO E NRS TAE RI LL ARI C MOT IAT ODS R OSWHANLELR
V1 V1
3' 3'
U
EX. PAVEMENT EX. PAVEMENT
EX. RR CROSSING
TYPICAL SECTION NO. 3
RAILROAD TRACKS MILLING
MILLING APPROACHES
NOTE:
23'-40' -MILLING SHALL BE PERFORMED AT RR CROSSINGS, BRIDGE DECKS AND BRIDGE
D APPROACHESA S DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THIS DETAIL.
-FOR RR CROSSINGS, RAILROAD OWNER MUST AUTHORIZE ACCESS TO RIGHT OF WAY PRIOR
R1 C2V2 R1 TO ENTRY.
NOTES TO CONTRACTOR
FOR SURFACE MIXES OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN ACCORDANCE
WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.
LOCATIONS SHALL INCLUDE TIES INTO EXISTING CONCRETE PAVEMENT, AT BRIDGE APPROACHES
DEPTH, LENGTH & WIDTH VARIES WHERE THE BRIDGE WILL NOT BE RESURFACED, AND AT THE BEGINNING AND ENDING POINT
AS DIRECTED BY THE ENGINEER U OF EACH RESURFACING MAP.
PERFORM THE WORK IN ACCORDANCE WITH SECTION 607 OF THE JANUARY 2024 NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
TYPICAL SECTION NO. 4 STRUCTURES. RESURFACING WILL BE ACCOMPLISHED AT THE SAME TIME AS THE MILLING
OPERATION.
75'
EXISTING PAVEMENT MILL EXISTING PAVEMENT
BEGINNING OR ENDING OF MAP,
EXISTING CONCRETE PAVEMENT OR
ACBC TYPE B25.0B OR ACSC TYPE SF9.5A,S9.5B OR S9.5C NON-RESURFACEABLE BRIDGE DECKS
AS DIRECTED BY THE ENGINEER
APPROX. THICKNESS
OF SURFACE COURSE
PATCHING EXISTING PAVEMENT
PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION
MILLING AT PAVEMENT TIE-INS DETAIL

PROJECT REFERENCE NO. SHEET NO.
44:01
6202-TCO-31
ngd.2pyt\.
99/2/6
$$$$EMANRESU$$$$
30'-45'
2'
D
D 4' - 10'
PAVEMENT SCHEDULE
R1 C2 TYP. SHOULDER WIDTH
T1
2' - 6'
TIE TO EX. GRADE.
C1 1 A " T A A SP N H A A V L E T R C A O G N E C R R E A T T E E S O U F R 1 F 1 A 0 C L E B C S O . U PE R R S E S , Q T . Y Y P D E . S9.5B, T1 D EN R S A U IN R A E G P E O . SITIVE
C2 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. U EXISTING PAVEMENT
AND BASE
SHOULDER WEDGE
TYPICAL SECTION NO. 5
R1 EXISTING CONCRETE CURB AND GUTTER SHOULDER RECONSTRUCTION
NOTES:
1. SHOULDER SHALL BE RECONSTRUCTED AS SHOWN IN STD. DWG. NO. 560.01 &
R2 EXISTING CONCRETE ISLAND 560.02, WITH A MINIMUM SLOPE OF 1" PER FOOT TO ENSURE POSITIVE DRAINAGE AWAY
FROM ROADWAY.
2' 40'-45' 2. AGGREGATE SHOULDER BORROW (ASB) MATERIAL SHALL BE PLACED USING A
WIDENING MACHINE OR SIMILAR DEVICE.
D D
SHOULDER RECONSTRUCTION WITH 3. A VEGETATIVE BUFFER SHALL BE MAINTAINED BETWEEN THE DISTURBED AREA
T1 C2 R1 ALONG THE EDGE OF PAVEMENT AND THE DITCH SHOULDER POINT TO MINIMIZE
AGGREGATE SHOULDER BORROW T1 3' EROSION. PULLING DITCHES OR CUTTING SHOULDERS TO GENERATE BORROW
D MATERIAL WILL NOT BE ALLOWED.
4. REQUIRED BORROW MATERIAL MAY BE OBTAINED BY THE CONTRACTOR FROM
U EXISTING PAVEMENT WIDENING OPERATIONS WITHIN THE PROJECT LIMITS, FROM NCDOT APPROVED
BORROW PITS OR FROM NCDOT STOCKPILES. ANY EXCESS MATERIAL SHALL BE
DISPOSED OF BY THE CONTRACTOR IN AN APPROVED DISPOSAL SITE.
V1 0" - 1(cid:129)" MILLING V3
U
MILL AS DIRECTED MILL AS DIRECTED
TYPICAL SECTION NO. 6 BY ENGINEER BY ENGINEER
V2 1(cid:129)" MILLING
V1 V1
V3 0" - 1(cid:129)" CURB MILLING (3' WIDTH) EX. PAVEMENT EX. CONC. BRIDGE DECK EX. PAVEMENT
2' 18'-20' 2'
D D D V2 V1
C1
T1 T1
EX. AWS
EX. PAVEMENT EX. PAVEMENT
EX. CONC. BRIDGE DECK
BRIDGE MILLING
MILL AS DIRECTED MILL AS DIRECTED
U BY ENGINEER BY ENGINEER
CROEOSRIDDEINN WAT IT T AEH N IWN DI TTC HHO E NRS TAE RI LL ARI C MOT IAT ODS R OSWHANLELR
V1 V1
TYPICAL SECTION NO. 7 3' 3'
EX. PAVEMENT EX. PAVEMENT
EX. RR CROSSING
26'-30' RAILROAD TRACKS MILLING
D
ROLLED C2 ROLLED MILLING APPROACHES
NOTE:
CURB CURB -MILLING SHALL BE PERFORMED AT RR CROSSINGS, BRIDGE DECKS AND BRIDGE
APPROACHESA S DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THIS DETAIL.
-FOR RR CROSSINGS, RAILROAD OWNER MUST AUTHORIZE ACCESS TO RIGHT OF WAY PRIOR
TO ENTRY.
U NOTES TO CONTRACTOR
FOR SURFACE MIXES OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN ACCORDANCE
WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.
TYPICAL SECTION NO. 8
LOCATIONS SHALL INCLUDE TIES INTO EXISTING CONCRETE PAVEMENT, AT BRIDGE APPROACHES
DEPTH, LENGTH & WIDTH VARIES WHERE THE BRIDGE WILL NOT BE RESURFACED, AND AT THE BEGINNING AND ENDING POINT
AS DIRECTED BY THE ENGINEER OF EACH RESURFACING MAP.
PERFORM THE WORK IN ACCORDANCE WITH SECTION 607 OF THE JANUARY 2024 NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES. RESURFACING WILL BE ACCOMPLISHED AT THE SAME TIME AS THE MILLING
OPERATION.
75'
EXISTING PAVEMENT 2' 36'-40' 2' MILL EXISTING PAVEMENT
D D D
T1 C2V2 T1 BEGINNING OR ENDING OF MAP,
EXISTING CONCRETE PAVEMENT OR
ACBC TYPE B25.0B OR ACSC TYPE SF9.5A,S9.5B OR S9.5C NON-RESURFACEABLE BRIDGE DECKS
AS DIRECTED BY THE ENGINEER
APPROX. THICKNESS
OF SURFACE COURSE
PATCHING EXISTING PAVEMENT
PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION U
TYPICAL SECTION NO. 9 MILLING AT PAVEMENT TIE-INS DETAIL

1 NC 162 RT Camden Road! 176 ft from EP of L-Line 2,056.14 SY
1 NC 162 RT Columbine Road! 154 ft from EP of L-Line 625.30 SY
1 NC 162 RT John Smith Road! 120 ft from EP of L-Line 588.84 SY !
1 NC 162 RT Quail Forest Drive! 134 ft from EP of L-Line 532.55 SY !!!
1 NC 162 RT Cumberland Road! 423 ft from EP of L-Line 3,977.37 SY
2 NC 162 RT Camden Road! 39.56 ft from EP of L-Line 463.33 SY
2 NC 162 RT John Brady Road! 226.08 ft from EP of L-Line 793.42 SY
3 SR 1410 RT Bunce Road!SR 140.72 ft from EP of L-Line 755.56 SY !
16 3935 RT Production!Drive 57.30 ft from EP of L-line 225.91 SY
20 SR 4626 RT Peacock Street 105 ft from EP of L-line 613.03 SY

PROJECT REFERENCE NO. SHEET NO.
NOTES:
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
ASPHALT OVERLAY 2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS.
a
a
EXISTING UNIMPROVED
SHOULDER
a
a
a
DROP OFF
a
EXISTING UNIMPROVED
SHOULDER W/ RUTTING
RUT CONTRACT STANDARDS
AND DEVELOPMENT UNIT
Office 919-707-6950 FAX 919-250-4119
SHOULDER WEDGE
DETAILS
(Resurfacing Adjacent to
Rutted Shoulder) ORIGINAL BY: T.SPELL DATE: 7-19-11
MODIFIED BY: DATE: 10/16/12
CHECKED BY: DATE:
FILE SPEC.:s:usr/details/stand/shoulderwedgedetail.dgn
$$$$$EMITSYS$$$$$$
$$$$$$$$$$$$$$$$NGD$$$$$$$$$$$$$$$$
$$$$EMANRESU$$$$
SHOULDER WEDGE
APPROVED BACKFILL
MATERIAL
PROPOSED PAVEMENT
SHOULDER WEDGE DETAIL
ASPHALT OVERLAY
(Resurfacing Projects w/ Widening or
with Existing Paved Shoulder having no dropoffs)
SHOULDER WEDGE
APPROVED BACKFILL
MATERIAL
EXISTING UNIMPROVED
SHOULDER
ASPHALT OVERLAY
EXISTING PAVEMENT
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
(Resurfacing Projects w/ NO Widening)
APPROVED BACKFILL
MATERIAL
EXISTING PAVEMENT - SHOULDER WEDGE ANGLE = 30(cid:176)
SHOULDER WEDGE DETAIL

LEGEND
STATIONARY SIGN
DIRECTION OF TRAFFIC FLOW
5102/32/3
ngd.rdlhS_uSrU_nraWvdA_gnicafruseR\sdaolnwoD\tterragmr\sresU\:C
tterragmr:resU
PROJ. REFERENCE NO. SHEET NO.
CONSTRUCTION CONSTRUCTION
LIMITS LIMITS
1
2
3
5
Y1
Y2
NO REQUIRED STATIONARY SIGNING FOR THE
FOLLOWING -Y- LINE CONDITIONS:
PLACE 1000' PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.
ROAD
ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000' ALONG -Y- LINE.
1) LESS THAN 1000' OF RESURFACING ALONG -Y- LINE
WORK
1 AHEAD W20-1 2) SUBDIVISION ROADS
48'' X 48'' 3) DEAD END ROADS
#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.
NEXT W7-3aP
2
24'' X 18''
XX MILES ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)
WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED
-Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE
-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.
PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART
LOW/SOFT
3 THEREAFTER. IF NO -Y- LINES EXIST, PLACE 2ND SET (cid:129) MILE FROM THE
SHOULDER
CONSTRUCTION LIMITS AND THEN SPACE 1 MILE THEREAFTER.
ROAD
48'' X 48''
WORK
AHEAD
THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND W20-1 W20-7 A
48'' X 48''
48'' X 48''
SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS. INSTALL 500' +/- FROM
ROAD
EACH -Y- LINE APPROACH AS SHOWN ABOVE. FOR MULTIPLE -Y- LINES THAT
PLACED 500' IN ADVANCE OF FLAGGER. PLACED 250' IN ADVANCE OF FLAGGER.
4 UNDER ARE SEPARATED BY 0.25 MILES OR LESS, TREAT AS A SINGLE UNIT AND INSTALL
CONST WITHIN 500' OF EACH APPROACH. A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT
INSTALL WHEN -Y- LINES ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.
48'' X 48''
END
5 PLACE 500' FOLLOWING THE END OF CONSTRUCTION LIMITS.
ROAD WORK
G20-2 A
48'' X 24''
D I V I T A S T I E O O
N
F N
O
O
F
RTH
HI
C G A R H O W L I A Y S
S N
A
W D E O N L
O P A T I R O R K R T M R T A N T
Z O E N N T E O T F R T A R F A F N I S C P O C O
DNA
SETON
GNINGIS
NOITCERID
REP
TNEMECALP
SIGNING FOR RESURFACING PROJECTS
1
5
5 4 3 3 4
1000' OR MORE
(SEE NOTE 1)
1000' OR MORE
4
1 3 4 (SEE NOTE BELOW) 3 3
2
5
1 MILE SPACING
(SEE NOTE BELOW)
1
MAINLINE (-L-) SIGNING -Y- LINE SIGNING
SP 13107
SP 13106
NOTES:
1) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED
INTERSECTIONS AS DIRECTED BY THE ENGINEER. PROVIDE PORTABLE
"ROAD WORK AHEAD" (W20-1) SIGNS 500' IN ADVANCE ALONG BOTH
APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH
THE INTERSECTION.
RESURFACING
ADVANCE WARNING SIGNS
FOR RURAL AND SUBURBAN
MULTI-LANE ROADWAYS
W/ SHOULDER SECTIONS

5102/8/4
ngd.)2(
uSrU_nraWvdA_gnicafruseR\sdaolnwoD\tterragmr\sresU\:C
tterragmr:resU
PROJ. REFERENCE NO. SHEET NO.
URBAN / SUBURBAN WORKZONES
(SEE NOTE 4)
(SEE NOTE 4)
(SEE NOTE 4)
1000' +/- CONSTRUCTION
LIMITS
END
BEGIN
ROAD ROAD WORK G20-2 A
WORK 48'' X 24''
SP-11299
48'' X 48''
NEXT
W7-3aP
XX MILES
36'' X 30''
NOTES:
1) 48" x 48" SIZED SIGNS (SP- 11299) MAY BE REDUCED TO 36" X 36" ON ROADWAYS
WITH SPEED LIMITS OF 40 MPH OR LESS.
2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE
WOOD OR U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY
SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW MANUFACTURER'S
RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT
APPROVED.
3) ADVANCE WARNING SIGNS NOT REQUIRED ON NON-SIGNALIZED SIDE STREETS.
4) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED INTERSECTIONS AS DIRECTED
BY THE ENGINEER. PROVIDE PORTABLE "ROAD WORK AHEAD" (W20-1) SIGNS 500' IN ADVANCE
ALONG BOTH APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH THE
INTERSECTION.
5) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 2' AS MEASURED FROM THE
EDGE OF PAVEMENT OR THE FACE OF THE CURB. WHEN UNABLE TO OBTAIN THE LATERAL
CLEARANCE WITHIN THE MEDIAN AREA USE SHOULDER MOUNTS ONLY.
6) SIGN MOUNT LOCATIONS SHALL NOT BLOCK SIDEWALKS OR DRIVEWAYS.
LEGEND 7) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER
STATIONARY SIGN 8 ) S S I E H F C A M T L I I L L O L N B E E 1 D 0 U A 4 S R O E E F D A T T S H O A E W R N E A C N R D O N O T T D P S R A T IV V A E E N R D D S A B O R A F D C T K S H P B E E Y C P T I R F H E IC E S A E E N T N I T D O C N O O S F N A T D S H I E E T X I W O T O N R R S A . K T W D H O A E R Y S K E , . P A O R R E T T A O B L IN E C S L IG U N D S E , D I V I T A S T I E O O
N
F N
O
O
F
RTH
HI
C G A R H O W L I A Y S RESURFACING ADVANCE
S N
A
BUT NOT LIMITED TO "ROUGH ROAD" W8-8, "UNEVEN LANES" W8-11, "GROOVED PAVEMENT" WARNING SIGNS FOR
DIRECTION OF TRAFFIC
FLOW W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE DOUBLE INDICATED ON W D E O N L
MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER WHERE LATERAL CLEARANCE O R K P A R T M R T A T I N T R O URB F A A N C / I L SU IT B I U E R S BAN
C O A TH N E B R E I O TE B M TA S I O N F E D W W OR IT K H I I N N C T L H U E D M ED E D IN IA T N H A E R T E E A M S P .T O H R E A S R E Y P T O R R A T F A F B I L C E C S O I N G T N R S O A L R ( E L I U N M C P ID S E U N M T ) A P L A T Y O I T T E H M E . Z O E N N T E O T F R T A R F A F N I S C P O C O

PROJECT REFERENCE NO. SHEET NO.
8
GUIDELINES FOR LANE WIDTHS ON RESURFACING PROJECTS
Contractor shall place the new pavement markings in accordance with
this table and detail unless otherwise directed by the Engineer.
TWO LANE - TWO WAY ROADWAY - 55 MPH
ROADWAY WIDTH LANE WIDTH SHOULDER WIDTH
18' 9' * 0'
20' 10' * 0'
22' 10' 1'
24' 10' 2'
26' 11' 2'
28' 12' 2'
32' 12' 4'
* May vary due to pavement width
TWO LANE - TWO WAY ROADWAY 50
MPH OR LESS
ROADWAY WIDTH LANE WIDTH SHOULDER WIDTH
18' 9' * 0'
20' 10' * 0'
22' 10' 1'
24' 10' 2'
26' 11' 2'
28' 11' 3'
32' 11' 5'
* May vary due to pavement width
SCHEMATIC OF ROADWAY
(NOT TO SCALE)
WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE
WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE
REDLUOHS
ENAL
ENAL
REDLUOHS
HTDIW
HTDIW
HTDIW
HTDIW
HTDIW
YAWDAOR
2017CPT.06.11.10091.1, etc
CL OF ROADWAY