DN01142 (WBS 50986.3.15) HS-2414N GRADING, DRAINING, AND PAVING ON US 23/441 AT SR 1320 (GREENS CREEK ROAD) IN JACKSON COUNTY Addendum 1

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and is Not a Cer tified Document -
The documents contained herein were originally issued
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numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a cer tified document.

SHEET TOTAL STATE STATE PROJECT REFERENCE NO.
NO. SHEETS
N.C. 1
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 50986.1.15 5098619 P.E.
50986.3.15 5098619 CONSTRUCTION
JACKSON COUNTY
US 23/441 AT SR1320 (GREENS CREEK ROAD)
GRADING, DRAINING, AND PAVING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the Office of:
GRAPHIC SCALES PROJECT LENGTH
DIVISION OF HIGHWAYS
50 25 0 50 100
2024 STANDARD SPECIFICATIONS
JAMES E HOLLINGSWORTH, PE
RIGHT OF WAY DATE: PROJECT ENGINEER
N/A
PROFILE (HORIZONTAL)
LETTING DATE:
JUNE 23, 2026
P.E.
SIGNATURE:
24110ND
01/16/24
STATE OF NORTH CAROLINA
HS-2414N
DIVISION OF HIGHWAYS
LOCATION:
TYPE OF WORK:
HYDRAULICS ENGINEER
253 WEBSTER DR., Sylva NC, 28779
PLANS
ROADWAY DESIGN ENGINEER
PROFILE (VERTICAL)
N4142-SH:TCEJORP
PIT
:TCARTNOC
See Sheet 1A For Index of Sheets
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Green Rd. 1320
.401374 Rd.
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Green
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1.52
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BEGIN PROJECT
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Deitz .38 Rd. 1316 Creek Rd.
1324
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0.23
Deitz
VICINITY MAP (NTS)
4
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BEGIN PROJECT HS-2414N /4
2 3 R
S D
-L- STA1 0+84.24
-L-
U )
TO
FRANKLIN
TO
DILLSBO
RO
END PROJECT HS-2414N
-L- STA2 7+74.07
N
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A
P A
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SEAL III
A 051774
M H
E S ENGINE E R O R T
E. S W
HOLLING
P.E.
LENGTH OF ROADWAY TIP PROJECT HS-2414N = 0.320 MILES SIGNATURE:
50 25 0 50 100
TOTAL LENGTH OF TIP PROJECT HS-2414N = 0.320 MILES
JAMES E HOLLINGSWORTH, PE N
O R
R
T
O
H
FE
C
S
A
S
R
IO
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L IN
A
P A
PROJECT DESIGN ENGINEER
J
SEAL L III
10 5 0 10 20 A 051774
M H
E S ENGINE E R O R T
E. S W
HOLLING

1111//1155//2233
HHSS--22441144NN
11AA
IINNDDEEXX OOFF SSHHEEEETTSS
SSHHEEEETT NNUUMMBBEERR SSHHEEEETT
11 TTIITTLLEE SSHHEEEETT
11AA IINNDDEEXX OOFF SSHHEEEETTSS,, GGEENNEERRAALL NNOOTTEESS,, AANNDD SSTTAANNDDAARRDD DDRRAAWWIINNGGSS
11BB CCOONNVVEENNTTIIOONNAALL SSYYMMBBOOLLSS
22AA--11 TTHHRRUU 22AA--22 PPAAVVEEMMEENNTT SSCCHHEEDDUULLEE AANNDD TTYYPPIICCAALL SSEECCTTIIOONNSS
EFF. 08-11-2025
EFF. 08-11-2025
22BB--11 RROOAADDWWAAYY DDEETTAAIILLSS REV . 11-26-2025 REV. 11-26-2025
2024 ROADWAY ENGLISH STANDARD DRAWINGS
2024 ROADWAY ENGLISH STANDARD DRAWINGS
22CC--11 TTHHRRUU 22CC--22 SSPPEECCIIAALL DDEETTAAIILLSS
The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -
The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -
33BB--11 RROOAADDWWAAYY SSUUMMMMAARRIIEESS
N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project
N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project
and by reference hereby are considered a part of these plans:
44 TTHHRRUU 66 PPLLAANN AANNDD PPRROOFFIILLEE SSHHEEEETTSS and by reference hereby are considered a part of these plans:
RR//WW--0022CC--11 TTHHRRUU RR//WW--0022CC--22 SSUURRVVEEYY CCOONNTTRROOLL SSHHEEEETTSS STD.NO. TITLE
STD.NO. TITLE
DIVISION 2 - EARTHWORK
DIVISION 2 - EARTHWORK
PPMMPP--11 TTHHRRUU PPMMPP--55 PPAAVVEEMMEENNTT MMAARRKKIINNGG PPLLAANNSS
225.01 Guide for Grading Subgrade - Interstate and Freeway
225.01 Guide for Grading Subgrade - Interstate and Freeway
225.03 Deceleration and Acceleration Lanes
225.03 Deceleration and Acceleration Lanes
EECC--11 TTHHRRUU EECC--55 EERROOSSIIOONN CCOONNTTRROOLL PPLLAANNSS
225.05 Method of Obtaining Superelevation - Divided Highways
225.05 Method of Obtaining Superelevation - Divided Highways
SSIIGGNN--11 TTHHRRUU SSIIGGNN--55 SSIIGGNNIINNGG PPLLAANNSS 225.06 Method of Grading S 225.06 Method of Grading Sight Distance at Intersections ight Distance at Intersections
DIVISION 3 - PIPE CULVERTS
DIVISION 3 - PIPE CULVERTS
XX--11 TTHHRRUU XX--1111 CCRROOSSSS--SSEECCTTIIOONNSS
300.01 Method of Pipe Installation (Use Details in Lieu of Standards for Sheets 1 and 2 of 2)
300.01 Method of Pipe Installation (Use Details in Lieu of Standards for Sheets 1 and 2 of 2)
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 6 - ASPHALT BASES AND PAVEMENTS
DIVISION 6 - ASPHALT BASES AND PAVEMENTS
654.01 Pavement Repairs
654.01 Pavement Repairs
DIVISION 8 - INCIDENTALS
DIVISION 8 - INCIDENTALS
840.18 Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.18 Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.22 Frames and Wide Slot Sag Grates
840.22 Frames and Wide Slot Sag Grates
840.27 Brick Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.27 Brick Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.45 Precast Drainage Structure
840.45 Precast Drainage Structure
GENERAL NOTES: 2024 SPECIFICATIONS
GENERAL NOTES: 2024 SPECIFICATIONS
840.72 Pipe Collar
840.72 Pipe Collar
EFFECTIVE: 01-16-2024
EFFECTIVE: 01-16-2024
852.01 Concrete Islands
852.01 Concrete Islands
REVISED:
REVISED:
DDIIVVIISSIIOONN 1111 -- WWOORRKK ZZOONNEE TTRRAAFFFFIICC CCOONNTTRROOLL
11110011..0011 WWoorrkk ZZoonnee AAddvvaannccee WWaarrnniinngg SSiiggnnss
GRADING AND SURFACING OR RESURFACING AND WIDENING:
GRADING AND SURFACING OR RESURFACING AND WIDENING: 11110011..0022 TTeemmppoorraarryy LLaannee CClloossuurreess
11110011..0033 TTeemmppoorraarryy RRooaadd CClloossuurreess
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED 11110011..0044 TTeemmppoorraarryy SShhoouullddeerr CClloossuurreess
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
11110011..0055 WWoorrkk ZZoonnee VVeehhiiccllee AAcccceesssseess
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
11110011..0066 WWaarrnniinngg SSiiggnnss ffoorr BBllaassttiinngg ZZoonneess
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
11110011..1111 TTrraaffffiicc CCoonnttrrooll DDeessiiggnn TTaabblleess
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
11111100..0011 SSttaattiioonnaarryy WWoorrkk ZZoonnee SSiiggnnss
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A 11111100..0022 PPoorrttaabbllee WWoorrkk ZZoonnee SSiiggnnss
PROPE PROPER TIE-IN. R TIE-IN. 11111155..0011 FFllaasshhiinngg AArrrrooww BBooaarrddss
11113300..0011 DDrruummss
11113355..0011 CCoonneess
SHOULDER CONSTRUCTION:
SHOULDER CONSTRUCTION:
11114455..0011 BBaarrrriiccaaddeess -- TTyyppee IIIIII
11115500..0011 FFllaaggggeerrss
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF 11116600..0011 TTeemmppoorraarryy CCrraasshh CCuusshhiioonn -- RReefflleeccttiivvee EEnndd TTrreeaattmmeenntt
SUPERELEVATED CURVES SHALL B SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 E IN ACCORDANCE WITH STD. NO. 560.01 11116655..0011 TTrruucckk MMoouunntteedd AAtttteennuuaattoorr
11117700..0011 PPoorrttaabbllee CCoonnccrreettee BBaarrrriieerr
STAGING 11118800..0011 SSkkiinnnnyy DDrruummss
STAGING
PHASE 1:
COMPLETE STEP 1 WITHIN 63 CALENDAR DAYS. SEE INTERMEDIATE CONTRACT TIME 1 AND LIQUIDATED DAMAGES.
STEP 1: CONSTRUCT TURN LANE AND OTHER MEDIAN IMPROVEMENTS FROM
-L- STATION 10+84.24 THRU 16+32.12.
COMPLETE STEP 2 WITHIN 28 CALENDAR DAYS. SEE INTERMEDIATE CONTRACT TIME 2 AND LIQUIDATED DAMAGES.
CCPSCSCPTTHHOOOOEEMMMNAAPPSPPPSS 12T LLLEE :: R EEE C C-21UTTTLOO::EEEC -NN STPSSSSTH TTTATAEEARRLPPTSUUL IE21C OCW WW2TTN O W IIT BTT1RUIU0HHTKR+LIIH 8NNNFBI4R N 26L.O2O83 A24U MCC8N TT AAC E H-LLLL AAROEE-L NUCNNSEDT ADDN1A 6TAAOD+TIRRTAO3IH OR2DDNE. NAA1 DSR2 YYA2T .M4SSAY+..EST 5SS.DI7 EEOS.IEE6EAN2 EIIN NN-T L IITTHNM- EETRSPRRETURMMRA O2MTEE7VDDI+EOE7IIDMAAN4I.TTA 0E1EE7TN0. +ECCT9 SOOC5 ONN.F1RNTT9O RRTTMAARHACCRTTCU TTT 1 IIT3MMI+MEE79 E21. 03AA2 ANN.NDDD LL IILQQIQUUUIIDDIDAAATTEETDDED DD DAAAMMMAAAGGGEESSE..S.
STEP 2: CONSTRUCT BULB OUT LOCATION STATION -L- STATION 10+95.19 THRU 13+79.02.
PHASE 2:
COMPLETE PHASE 2 WITHIN 28 CALENDAR DAYS. SEE INTERMEDIATE CONTRACT TIME 3 AND LIQUIDATED DAMAGES.
CONSTRUCT ALL WORK FROM -L- STATION 24+57.62 THRU 27+74.07.
DOT/ext-dcrivenbark1-4/27/2026

05/29/25
HS-2414N
Note: Not to Scale STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
1B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: RAILROADS: WATER:
Water Manhole
State Line Standard Gauge Hedge
CSX TRANSPORTATION
Water Meter
County Line RR Signal Milepost Woods Line
MILEPOST 35
Water Valve
Township Line Switch Orchard
SWITCH
Water Hydrant
City Line RR Abandoned Vineyard Vineyard
U/G Water Line Test Hole (SUE - LOS A)*
Reservation Line RR Dismantled EXISTING STRUCTURES:
U/G Water Line (SUE - LOS B)* W
Property Line RIGHT OF WAY & PROJECT CONTROL:
MAJOR:
U/G Water Line (SUE - LOS C)* W
Existing Iron Pin (EIP) Primary Horiz Control Point
Bridge, Tunnel or Box Culvert CONC
U/G Water Line (SUE - LOS D)* W
Computed Property Corner Primary Horiz and Vert Control Point
Bridge Wing Wall, Head Wall and End Wall CONC WW
A/G Water
Above Ground Water Line
Existing Concrete Monument (ECM) Secondary Horiz and Vert Control Point MINOR:
Head and End Wall TV:
Vertical Benchmark CONC HW
Parcel / Sequence Number 123
TV Pedestal
Existing Right of Way Monument Pipe Culvert
Existing Fence Line
TV Tower
Proposed Right of Way Monument Footbridge v v
Proposed Woven Wire Fence
(Rebar and Cap)
U/G TV Cable Hand Hole
Drainage Box: Catch Basin, DI or JB CB
Proposed Chain Link Fence
Proposed Right of Way Monument
U/G TV Test Hole (SUE - LOS A)*
Paved Ditch Gutter
(Concrete)
Proposed Barbed Wire Fence
Existing Permanent Easement Monument Storm Sewer Manhole U/G TV Cable (SUE - LOS B)* TV
Existing Wetland Boundary WLB
Proposed Permanent Easement Monument U/G TV Cable (SUE - LOS C)* TV
Storm Sewer S
Proposed Wetland Boundary WLB (Rebar and Cap)
U/G TV Cable (SUE - LOS D)* TV
Existing Endangered Animal Boundary EAB Existing C/A Monument UTILITIES: * SUE - Subsurface Utility Engineering
U/G Fiber Optic Cable (SUE - LOS B)* TV FO
LOS - Level of Service - A,B,C or D (Accuracy)
Existing Endangered Plant Boundary EPB Proposed C/A Monument (Rebar and Cap)
POWER:
U/G Fiber Optic Cable (SUE - LOS C)* TV FO
Existing Historic Property Boundary HPB Proposed C/A Monument (Concrete)
Existing Power Pole
U/G Fiber Optic Cable (SUE - LOS D)* TV FO
Existing Right of Way Line
Known Contamination Area: Soil
Proposed Power Pole
R GAS:
Proposed Right of Way Line
Potential Contamination Area: Soil W
Existing Joint Use Pole
Gas Valve
Existing Control of Access Line
Known Contamination Area: Water
Proposed Joint Use Pole
Gas Meter
Proposed Control of Access Line C
Potential Contamination Area: Water A
Power Manhole
U/G Gas Line Test Hole (SUE - LOS A)*
Proposed ROW and CA Line RW
Contaminated Site: Known or Potential CA
Power Line Tower U/G Gas Line (SUE - LOS B)* G
Existing Easement Line
E
BUILDINGS AND OTHER CULTURE:
Power Transformer U/G Gas Line (SUE - LOS C)* G
Proposed Temporary Construction Easement
E
Gas Pump Vent or U/G Tank Cap
U/G Power Cable Hand Hole U/G Gas Line (SUE - LOS D)* G
Permanent Construction Easement
PE
Sign H-Frame Pole Above Ground Gas Line A/G Gas
Proposed Temporary Drainage Easement
TDE
Well U/G Power Line Test Hole (SUE - LOS A)*
SANITARY SEWER:
Proposed Permanent Drainage Easement
PDE
Small Mine U/G Power Line (SUE - LOS B)* P
Sanitary Sewer Manhole
Proposed Permanent Drainage/Utility Easement
DUE
Foundation U/G Power Line (SUE - LOS C)* P Sanitary Sewer Cleanout
Proposed Permanent Utility Easement
PUE
Area Outline U/G Power Line (SUE - LOS D)* P U/G Sanitary Sewer Line
SS
Proposed Temporary Utility Easement
TUE
Cemetery TELEPHONE: Above Ground Sanitary Sewer A/G Sanitary Sewer
Proposed Aerial Utility Easement
AUE
Building Existing Telephone Pole SS Force Main Line Test Hole (SUE - LOS A)*
ROADS AND RELATED FEATURES:
School Proposed Telephone Pole SS Force Main Line (SUE - LOS B)* FSS
Existing Edge of Pavement
Church Telephone Manhole SS Force Main Line (SUE - LOS C)* FSS
Existing Curb
Dam Telephone Pedestal SS Force Main Line (SUE - LOS D)*
FSS
C
Proposed Slope Stakes Cut
HYDROLOGY: Telephone Cell Tower MISCELLANEOUS:
F
Proposed Slope Stakes Fill
Stream or Body of Water U/G Telephone Cable Hand Hole Utility Pole
Hydro, Pool or Reservoir Proposed Curb Ramp CR U/G Telephone Test Hole (SUE - LOS A)* Utility Pole with Base
Existing Metal Guardrail U/G Telephone Cable (SUE - LOS B)*
Jurisdictional Stream T Utility Located Object
JS
Buffer Zone 1 Proposed Guardrail U/G Telephone Cable (SUE - LOS C)* T Utility Traffic Signal Box
BZ 1
Buffer Zone 2 BZ 2 Existing Cable Guiderail U/G Telephone Cable (SUE - LOS D)* T Utility Unknown U/G Line (SUE - LOS B)*
?UTL
Flow Arrow Proposed Cable Guiderail U/G Telephone Conduit (SUE - LOS B)* TC U/G Tank; Water, Gas, Oil
Disappearing Stream v Equality Symbol U/G Telephone Conduit (SUE - LOS C)* TC
Underground Storage Tank, Approx. Loc.
UST
Spring Pavement Removal U/G Telephone Conduit (SUE - LOS D)* TC
A/G Tank; Water, Gas, Oil
Wetland VEGETATION: U/G Fiber Optics Cable (SUE - LOS B)* T FO Geoenvironmental Boring
Proposed Lateral, Tail, Head Ditch Single Tree U/G Fiber Optics Cable (SUE - LOS C)* T FO Abandoned According to Utility Records AATUR
FLOW
False Sump Single Shrub U/G Fiber Optics Cable (SUE - LOS D)* T FO End of Information E.O.I.
DOT/ext-dcrivenbark1-4/22/2026

02/62/5 HS-2414N
2A-1
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
-L- (US 23/441)
SEE NOTE
C *
L
ROADWAY DESIGN UNIT
ROADWAY DESIGN
ENGINEER
VAR. 0' - 0" TO 30' - 0" 2' - 0"VARIES VARIES 26' - 0" VAR. 0'-0" TO 40'-0" 4' - 0" 4' - 0"
RTHCAROL
PS PS N
O
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OFESSIO
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IN
A
P A
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M H
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E. S W
HOLLING
4'
HYDRAULICS
ENGINEER
R1
C1
RTHCAROL
D1 C1
D1
N O
P R
OFESSIO
N A
IN A
0.02 FT/FT 0.02 FT/FT VARIES VARIES
J
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A 051774
* * .02 TO .03.05 TO .08 V A R M E S E. ENGINE E R S W O R T H
IE
S
HOLLING
4
:1
T
0
6
:1
U E1 T U
E1 T
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
* VARIABLE, SEE XSC
TYPICAL SECTION NO. 1 U-TURN BULB OUT -L- STA. 10+95.19 THRU 13+79.02
*
-L- STA. 10+84.24 THRU 16+32.12
PAVEMENT SCHEDULE
NOTE: 5" MONOLITHIC CONCRETE ISLANDS VARIES IN WIDTH AND LOCATION
SEE PLANS FOR ACTUAL LOCATIONS
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C1
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C2
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE,
D1
TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
AT AN AVERAGE RATE OF 798 LBS. PER SQ. YD.
J PROP. 8" AGGREGATE BASE COURSE
R1 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
R2 5" MONOLITHIC CONCRETE ISLAND (KEYED IN)
T EARTH MATERIAL
U EXISTING PAVEMENT
V1 1.5" PAVEMENT REMOVAL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.

02/62/5
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
-L- (US 23/441)
C
L
ROADWAY DESIGN UNIT
-L- (US 23/441)C
L
ROADWAY DESIGN
VAR. ENGINEER
2' - 0" 2' - 0"
2' - 0" 0'-0" TO 4'-0" 2' - 0" 12' - 0"
PS
V1
HYDRAULICS
V1 ENGINEER
* VARIABLE, SEE XSC
R2 C2 C1 * VARIABLE, SEE XSC
C2
0.02 FT/FT D1 C1
D1 0.02 FT/FT
*
*
*
*
U T
E1
T U
E1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 3
-L- STA. 24+57.62 THRU 26+38.00 -L- STA. 26+38.00 THRU 27+74.07
PAVEMENT SCHEDULE
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C1
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C2
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
J PROP. 8" AGGREGATE BASE COURSE
R1 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
T EARTH MATERIAL
U EXISTING PAVEMENT
V1 1.5" PAVEMENT REMOVAL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
MATCHLINE
A
MATCHLINE
A
12' - 0"
PS
R2
4'-0"
C1
U J
MATCHLINE
B
MATCHLINE
B
HS-2414N
2A-2
SOUTHBOUND LANES
NORTHBOUND LANES
VAR.
0'-0" TO 4'-0"
RTHCAROL
N O
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OFESSIO
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P A
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RTHCAROL
N
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.04 P A L
J SEAL III
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M H
.04 E S ENGINE E R
O
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E. S W
HOLLING
V1
V1
NOTE: 5" MONOLITHIC CONCRETE ISLANDS VARIES IN WIDTH AND LOCATION
SEE PLANS FOR ACTUAL LOCATIONS
VARIABLE 4' -0"
VARIABLE
PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE,
D1
TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
AT AN AVERAGE RATE OF 798 LBS. PER SQ. YD.
R1
R1
C1
U
J R2 5" MONOLITHIC CONCRETE ISLAND (KEYED IN)
INSET A INSET B
USE WITH TYPICAL SECTION 2 USE WITH TYPICAL SECTION 3
-L- STA. 25+28.75 THRU 26+07.09 -L- STA. 26+72.09 THRU 27+18.19

11/14/23
HS-2414N
2B-1
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
-L- US 23/441
10+84.24 ROADWAY DESIGN UNIT
5.29' LT ROADWAY DESIGN
ENGINEER
12+06.15
11+02.09
11+81.16 11+81.14
10 1 + .3 8 1 4 ' . L 2 T 4 1.71' RT 13.44' RT 12.77' RT 5.21' LT N O R R T O H FE C S A S R IO O N L IN A
P A
L
J
SEAL III
A 051774
M H
E S ENGINE E R O R T
E. S W
HOLLING
R 20' 1 R 4' TIE TO EXISTING
10+84.24 2
' POINTS ARE
1.69' RT
R 3' 12+39.89 LOCATED ON
SHEET 4
11.40' RT
P2
12+06.40
S'
10+84.24 12.79' RT
15.85' RT 11+57.67
16.36' RT
10+99.22 12+39.89
15.93' RT 16.64' RT
10+95.19
48.28' RT
13+79.02
10+99.43 P4 45.08' RT
'
44.73' RT S
DOCUMENT NOT CONSIDERED FINAL
R 40' UNLESS ALL SIGNATURES COMPLETED
N
11+46.01
84.45' RT
SEE PLAN SHEET NO. 4
N
-L- US 23/441
25+28.75
6.71' LT 26+07.09
26+47.09
7.38' LT
7.55' LT
26+39.80
26+64.19 26+97.90
0.34' LT
25+28.75 25+79.76 5.57' LT 7.59' LT
0.87' RT 0.48' LT
R 180'
26+37.45
P4 1.53' RT
S'
R 3'
R 60'
1
R 40' 2
TIE TO EXISTING '
POINTS ARE R 180' R 105'
1 TIE TO EXISTING
2 R 300'
LOCATED ON
' R 60' 27+18.19 POINTS ARE
SHEET 5 P4 LOCATED ON
7.05' RT S'
SHEET 5
R 3'
27+18.19
25+49.93 26+01.30 26+32.06 R 105' 26+42.02
26+84.34
15.51' RT
15.49' RT 13.57' RT
15.61' RT 2.37' RT
8.19' RT
26+97.91
8.41' RT
26+39.78 26+72.06
4.37' RT 15.70' RT
SEE PLAN SHEET NO. 5
CONCRETE ISLAND &
U-TURN LAYOUTS

H
H
'1 '1
H
'1 '1
'1
'1
PROJECT REFERENCE NO. SHEET NO.
TH CARO
R L
N
O
O
FESSIO
N
I N
A
R A
P
L
SEAL
R
N 033144
E
I R L
C O E N GIN E E C K
L A
E
M.
H
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CONTRACTS STANDARDS
AND DEVELOPMENT UNIT
Office 919-707-6950 FAX 919-250-4119
SEE TITLE BLOCK
ORIGINAL BY: S.CALHOUN DATE: 7-25-2024
MODIFIED BY: DATE:
CHECKED BY: DATE:
FILE SPEC.:
FO
ETATS
ANILORAC
HTRON
NOITATROPSNART
FO
.TPED
SYAWHGIH
FO
NOISIVID
.C.N
,HGIELAR
SHEET OF
ROF
GNIWARD
LIATED
YAWDAOR
1 2
300.01
NOITALLATSNI
EPIP
FO
DOHTEM
EPIP
ELBIXELF
HS-2414N 2C-1
TOP OF FILL TOP OF FILL TOP OF FILL
GROUND LINE H GROUND LINE H GROUND LINE H
COMPACT AFTER COMPACT AFTER
PIPE IS PLACED PIPE IS PLACED
& PRIOR TO & PRIOR TO
PLACEMENT OF TYPE 4a PLACEMENT OF
FILL GEOTEXTILE FILL
I.D. /6 MIN.
NOT LESS
THAN 6" EARTH
I.D. /6 MIN.
I.D. /6 MIN.
1
NOT LESS THAN 6" O.D. + 3' 2 " PER FOOT OF 'H'
NOT LESS THAN 6"
BUT NOT LESS THAN 12"
O.D. + 3' NOR MORE THAN 24"
O.D. + 3'
ROCK
NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR.
ROCK FOUNDATION
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL TOP OF FILL
TOP OF FILL
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D.
MIN. O.D. MIN. O.D.
1 1
: :
1 1 1
:
1 1 1
1 GROUND LINE : GROUND LINE :
: 1 1
1
GROUND LINE TYPE 4a
GEOTEXTILE
COMPACT AFTER
PIPE IS PLACED
& PRIOR TO
COMPACT AFTER
PLACEMENT OF
PIPE IS PLACED I.D. /6 MIN.
FILL
& PRIOR TO NOT LESS THAN 6"
PLACEMENT OF I.D. /6 MIN. AS DIRECTED
I.D. /6 MIN.
FILL O.D. + 2' NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
NOT LESS THAN 6" O.D.+ 2'
1
" PER FOOT OF 'H'
2
BUT NOT LESS THAN 12"
ROCK FOUNDATION
NORMAL EARTH FOUNDATION
NOR MORE THAN 24"
UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND
GENERAL NOTES:
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT REFER TO NCDOT PIPE MATERIAL SELECTION GUIDE AND STANDARD SPECIFICATIONS
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP FOR ALLOWABLE PIPE FILL HEIGHTS AND PIPE SPECIFICATIONS.
OF THE EMBANKMENT AT THAT POINT.
SPRINGLINE OF PIPE
APPROVED SUITABLE LOCAL MATERIAL. SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
ABOVE AND BELOW SPRINGLINE.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
WITH TYPE IV GEOTEXTILE AS DIRECTED BY THE ENGINEER.
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
ACCOMPLISH COMPACTION.