18311.1006200.PR-3 SECTIONS OF US 19-E IN AVERY COUNTY OVERLAY, SHOULDER RECONSTRUCTION, PAVEMENT MARKINGS, PAVEMENT MARKERS

02/62/5 DK00493
* INCIDENTAL MILLING AT LOCATIONS AS DIRECTED BY THE ENGINEER
001
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION ELEVEN
SNOISIVER
PAVEMENT SCHEDULE
C
L
1
C1
PROP. APPROX. 1 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
AVERY COUNTY
T SHOULDER RECONSTRUCTION
PRIMARY ROADS
20' ROADWAY WIDTH
U EXISTING PAVEMENT
10' TRAVEL LANE
2026
ASPHALT
(NOTE: PAVE NORTHERN LANE ONLY) MILLING OF EXISTING ASPHALT PAVEMENT AT DEPTH OF 1 1 " RESURFACING
2
V1
(NOTE: TO BE PAID AS INCIDENTAL MILLING)
C1 V2 INCIDENTAL MILLING (See Tie in Detail) V I S I D A T O I E V N O I F SI NO O O R N T F H C 1 A H 1 R O L I G H W
I S T I N A A
Y
D
D N S
VAR. E P I O
V A R . VAR. VAR. V A R . A R T M E N T OF TRANSP O R T A T
DATE: 6/29/2026
PREPARED BY: DLH
U
V1
TYPICAL SECTION NO. 1 MILL MIN. 50' OR
AS DIRECTED BY ENGINEER
50'
MAP 1 - US 19 E FROM MP 11.52 TO MP 11.56
V2
MAP 2 - US 19 E FROM MP 11.70 TO MP 11.73
ASPHALT ROADWAY EXISTING ASPHALT
BEGIN & END MAP TIE IN DETAIL
TIE ASPHALT OVERLAY TO EXISTING ASPHALT
PAVEMENT AT BEGIN & END OF MAPS OR AS
DIRECTED BY THE ENGINEER
C
L
20'
10' 10'
C1 C1
VAR. VAR.
VAR. VAR.
V
A
. R
R .
A
V
U
T T
TYPICAL SECTION NO. 2
MAP 3 - US 19 E FROM MP 12.60 TO SR 1164
NOTE: TYPICALS ARE NOT TO SCALE
[ NOTE: MP IS REFERENCED FROM GO!NC MAPS ]

PROJECT NO. SHEET NO.
DK00493
S U M M A R Y O F Q U A N T I T I E S
4413000000-E 4890000000-E 4895000000-N
1220000000-E 1245000000-E 1260000000-E 1330000000-E 1523000000-E 1575000000-E WORK ZONE HOT SPRAY POLYCARBONATE
ADVANCE/ THERMOPLASTIC H-SHAPED
GENERAL PAVEMENT MARKER
WARNING MARKING LINES,
SIGNING 4", 65 MIL
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE LENGTH WIDTH BEGIN END INCIDENTAL SHOULDER AGGREGATE INCIDENTAL SURFACE ASPHALT BINDER
TYPE MP MP STONE BASE RECONSTRUCTION SHOULDER MILLING COURSE, S9.5C FOR PLANT MIX
BORROW SF LF EA
MI FT TONS SMI TON SY TONS TON 112 1,000 5
18311.1006200.PR Avery 1 US-19 EAST Mile Post 11.52 TO Mile Post 11.56 1 1 2WU 0.040 10 11.520 11.560 235 20 1 112 800 5
18311.1006200.PR Avery 2 US-19 EAST Mile Post 11.70 TO Mile Post 11.73 1 1 2WU 0.038 10 11.700 11.738 223 19 1 228 64,400 200
18311.1006200.PR Avery 3 US-19 EAST Mile Post 12.6 TO SR 1164 2 2 2WU 3.030 20 12.600 15.630 40 6.1 300 517 3,155 186 452 66,200 210
TOTAL FOR PROJ NO. 19-E 3.108 40 6.1 300 975 3,194 188
452 66,200 210
GRAND TOTAL 3.108 40 6.1 300 975 3,194 188
Mile Post Map

Map #3
US 19 East
From MP 12.6
To SR 1164 - Minneapolis School Rd
Map #1
US 19 East
From MP 11.52
To MP 11.56
Map #2
US 19 East
From MP 11.70
To MP 11.73
Avery County Avery County
DK00493 DK00493
Map #1 and 2 Map #3
NCDOT GIS Unit NCDOT GIS Unit

PROJ. REFERENCE NO. SHEET NO.
DK00493 4
SIGNING FOR RESURFACING PROJECTS
LEGEND
STATIONARY SIGN
~
* DIRECTION OF TRAFFIC FLOW
1 T
CONSTRUCTION CONSTRUCTION
LIMITS LIMITS (SEE NOTE BELOW)
...L 5
1
5 3 3 4 2
1000' OR MORE 4 3
.. ..
..
~ ~ ~
~==========-~-~-~-~-=-=-- --------------- - !
- - - - - - - - - - - - - - -
CONSTRUCTION
~ ~ ~
1 000' OR MORE
LIMITS
4 5
1 3 4 3 3
(SEE NOTE
2
-Y3-
Y1 - BELOW) 1 MILE SPACING 5 * T
(SEE NOTE BELOW) -
(SEE NOTE BELOW)
4
..
...L 1
-Y2-
TEE INTERSECTION
MAINLINE (-L-) SIGNING
-Y- LINE SIGNING
NO REQUIRED STATIONARY SIGNING FOR THE
PLACE 1000' PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.
ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000' ALONG -Y- LINE. FOLLOWING -Y- LINE CONDITIONS:
z
1
W20-1
0 48" X 48" 1) LESS THAN 1000' OF RESURFACING ALONG -Y- LINE
W7-3aP #2 SIGN ONLY USED WHEN CONSTRUCTION LIMITS ARE 2 OR MORE MILES IN LENGTH. 2) SUBDIVISION ROADS
H 2
24" X 18" ROUND UP TO NEXT WHOLE NUMBER. (NO FRACTIONAL OR DECIMAL NUMBERS) 3) DEAD END ROADS
Cl I-
z
(.)
<( UJ
a:
en PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACE 1 MILE APART WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS
H
LOW/SOFT THEREAFTER. AN UNSIGNED -Y- LINE, PORTABLE ADVANCE WARNING SIGNS
3
UJ Cl
SHOULDER SHALL BE USED ALONG THE -Y- LINE AS SHOWN BELOW.
AT TEE INTERSECTIONS INSTALL INITIALLY12 MILE FROM INTERSECTION
I-
REMOVE UPON COMPLETION OF WORK.
SP 13107 AND SPACE 1 MILE APART THEREAFTER.
a:
0 48" X 48"
z
UJ
a..
- THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS.
(!) DEAD END AND SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS.
z
- I- ROAD INSTALL 500' +/- FROM EACH -Y- LINE APPROACH AS SHOWN ABOVE.
7
z
UJ 4 UNDER - FOR MULTIPLE -Y- LINES THAT ARE SEPARATED BY 0.25 MILES OR LESS,
iD H
0:..:: z
TREAT AS A SINGLE UNIT AND INSTALL WITHIN 500' OF EACH APPROACH.
UJ CONST SP 13106 W20-7 A
U)
A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT INSTALL WHEN -Y- LINES 48" X 48"
CJ (!) ~ 48" X 48"
- ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN. PLACED 500' IN ADVANCE PLACED 250' IN ADVANCE
ill
0 e H n u UJ - FOR TEE INTERSECTIONS, INSTALL WITHIN 500' +/- OF THE INTERSECTION OF FLAGGER. OF FLAGGER.
ALONG -L- LINE.
<(
_J
~
_j a..
0)
CD END
LL 5 PLACE 500' FOLLOWING THE END OF CONSTRUCTION LIMITS OR AS SHOWN
ROAD WORK
WHEN WORK ENDS AT A 3-WAY TEE INTERSECTION.
G20-2 A
48" X 24"
THE ABOVE SIGNS ARE ALL THAT ARE REQUIRED FOR A CONTRACTOR TO BEGIN A RESURFACING CONTRACT. ANY
ADDITIONAL SIGNS REQUESTED BY NCDOT DIVISIONS SHALL BE INSTALLED WITHIN 7 BUSINESS DAYS OF THE
START OF CONTRACT WORK.
ADVANCE WARNING SIGNS
- ro ' FOR
iD MAPS LESS
0:..:: FOR RESURFACING MAPS WITH CONSTRUCTION LIMITS LESS THAN 2 MILES IN LENGTH, NO STATIONARY SIGNS ARE RURAL AND SUBURBAN
REQUIRED. USE PORTABLE "ROAD UNDER CONSTRUCTION" OR "ROAD WORK AHEAD" SIGNS IN LIEU OF STATIONARY
2-LANE ROADWAY
THAN 2 MILES
ADVANCE WARNINGS SIGNS.
- RESURFACING
;-;-* *1----'-
:> ,"-
I-,'.
1- -=r-*---
,rS/ v,_L--------------------------------------------------------------------------=======================.i
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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
$$$$$EMITSYS$$$$$$
$$$$$$$$$$$$$$$$NGD$$$$$$$$$$$$$$$$
$$$$EMANRESU$$$$
DK00493 5
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

6