DC00504_SCOTTS HILL SUPER STREET

This electronic collection of documents is provided
for the convenience of the user
and is Not a Cer tified Document -
The documents contained herein were originally issued
and sealed by the individuals whose names and license
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
LOCATION:
TYPE OF WORK:
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH R
THCARO
L
N O R O FESSIO N A IN A
P L
= SEAL
0 ADT = J O 042084 C K
K =
S
H
U A
E
NG
IN
EE
A
R
S S
R
O
PLANS J.M
D = P.E.
SIGNATURE:
0 T = RIGHT OF WAY DATE:
THCARO ROADWAY DESIGN
R L V = MPH N O R O FESSIO N A IN A ENGINEER PROFILE (HORIZONTAL) P L * TTST = SEAL PROJECT DESIGN ENGINEER 040286
FUNC CLASS = LETTING DATE:
0 C
A S
E
NG IN EE
R
R R
I S
E A
Y H
E.
P.E.
PROFILE (VERTICAL)
SIGNATURE:
99/80/90
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
0
00
:TCARTNOC
OF NORTH E C T A
A R
T O S L
I
N
D A
E
P N
A O R I
T T M A E T N R T O P O F TRAN S
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:ELIF
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
N
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W
H P E % 17
A N
N D
O E
V R
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R C PENDER COUNTY
O
C U O N
U T N Y Scotts
T Y Hill
% 17 STEPHENS
CHURCH RD
SIDBURY
RD
SCOTTS
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Prepared for the Office of:
HIGHWAY DIVIVSION 3
ADT 2020 39,500
50 25 50 100 5501 Barbados Blvd., Castle Hayne NC, 28429
2024 STANDARD SPECIFICATIONS
CASEY HARRIS, P.E.
PROJECT ENGINEER
50 25 50 100
60
10 5 10 20
PRINCIPAL ARTERIAL
BRIAN HARDING, P.E.
REGIONAL TIER
NCDOT CONTACT
42505
SB
W
WBS 50524
:TCEJORP
WBS 48864
END PROJ.
WBS 50524
BEGIN PROJ.
WBS 50524
US 17 FROM SCOTTS HILL LOOP RD TO
SIDBURY RD
BEGIN CONSTRUCTION
-Y2- POT STA. 11+00.00
END PROJECT WBS 50524
-L- POT STA. 39+63.34
IMPROVEMENTS
BY OTHERS
BEGIN PROJECT WBS 50524
-L- POT STA. 29+45.74
MODIFIED SIGNAL
HYDRAULICS
ENGINEER
LENGTH ROADWAY PROJECT WBS 50524 = 0.193 miles
TOTAL LENGTH PROJECT WBS 50524 = 0.193 miles
N/A HUNTER FREDERICK
40500CD
Docusign Envelope ID: CDC51FB7-E46E-4AA3-A430-3EF7838803E8
N/A PE/ROW/CONSTR.
WBS 50524 N/A PE/ROW/CONSTR.
ay aterw
W
Intracoastal
4/13/2026
MAY 21, 2026
4/13/2026

PROJECT REFERENCE NO. SHEET NO.
1-A
ENGINEER
THCARO
R L
N
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R O
FESSIO
N A
IN
A
P L
SEAL
040286
C E R IS
A
S
NGINEE
R
R
E A
Y H
E.
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
99/71/8
ROADWAY DESIGN
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SNOISIVER
Docusign Envelope ID: C50FA41C-CC94-43D0-AD52-80989092D3C9
WBS 50524
4/16/2026
INDEX OF SHEETS 2024 ROADWAY STANDARD DRAWINGS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EFF. 08-11-2025
SHEET NUMBER SHEET
REV.
1 TITLE SHEET
The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -
1A-1 INDEX OF SHEETS, GENERAL NOTES AND LIST
N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project
OF STANDARD DRAWINGS
and by reference hereby are considered a part of these plans:
1B-1 CONVENTIONAL SYMBOLS
2A-1 THRU 2A-3 PAVEMENT SCHEDULE STD.NO. TITLE
AND TYPICAL SECTIONS DIVISION 2 - EARTHWORK
2B-1 INTERSECTION DETAIL SHEET
200.03 Method of Clearing - Method III
2C-1 THRU 2C-2 METHOD OF PIPE INSTALLATION (DETAIL IN LIEU OF STANDARD)
225.01 Guide for Grading Subgrade - Interstate and Freeway
3B-1 EARTHWORK SUMMARY, PAVEMENT REMOVAL SUMMARY 225.02 Guide for Grading Subgrade - Secondary and Local
3D-1 DRAINAGE SUMMARY SHEET
DIVISION 3 - PIPE CULVERTS GENERAL NOTES
3G-1 GEOTECHNICAL SUMMARY SHEET
310.10 Driveway Pipe Construction 2024 SPECIFICATIONS
4 PLAN SHEET
EFFECTIVE: 01-16-2024
5 PROFILE SHEET DIVISION 5 - SUBGRADE, BASES AND SHOULDERS REVISED:
RW01 THRU RW02C1 SURVEY CONTROL SHEETS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I GRADING AND SURFACING OR RESURFACING AND WIDENING:
TMP-1 THRU TMP-4 TRANSPORTATION MANAGEMENT PLANS
DIVISION 8 - INCIDENTALS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
EC-1 THRU EC-5 EROSION CONTROL PLANS
815.02 Subsurface Drain ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
SIGN-1 THRU SIGN-5 SIGNING PLANS 840.00 Concrete Base Pad for Drainage Structures ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
840.01 Brick Catch Basin - 12" thru 54" Pipe PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
SIG-1.0 THRU SIG-3.2 SIGNAL PLANS
840.02 Concrete Catch Basin - 12" thru 54" Pipe PROPER TIE-IN.
SCP-1 THRU SCP-5 SIGNAL COMMUNICATION PLAN 840.03 Frame, Grates and Hood - for Use on Standard Catch Basin
840.14 Concrete Drop Inlet - 12" thru 30" Pipe CLEARING:
UC-1 THRU UC-4 UTILITY CONSTRUCTION PLANS
840.15 Brick Drop Inlet - 12" thru 30" Pipe
UO-1 THRU UO-2 UTILITIES BY OTHERS 840.16 Drop Inlet Frame and Grates - for use with Std. Dwg 840.14 and 840.15 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
840.25 Anchorage for Frames - Brick or Concrete or Precast MODIFIED METHOD III.
X-0 CROSS-SECTION INDEX
840.45 Precast Drainage Structure
X-0A CROSS-SECTION EARTHWORK VOLUME SUMMARY 840.66 Drainage Structure Steps SHOULDER CONSTRUCTION:
852.01 Concrete Islands
X-1 THRU X-7 CROSS-SECTIONS
852.06 Method for Placement of Drop Inlets in Concrete Islands ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
852.10 Median Construction - with Curb and Gutter SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
SUBSURFACE DRAINS:
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT
LOCATIONS DIRECTED BY THE ENGINEER.
TEMPORARY SHORING:
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA
WORK" IN ACCORDANCE WITH SECTION 104-7.
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE AT&T, DUKE ENERGY, MCNC,
BRIGHTSPEED, CHARTER, PNG, SEGRA, METRONET, PLURIS, PENDER COUNTY, AND
CAPE FEAR PUBLIC UTILITY AUTHORITY.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON THE PLANS.

PPRROOJJEECCTT RREEFFEERREENNCCEE NNOO.. SSHHEEEETT NNOO..
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: RAILROADS: WATER:
Water Manhole 4
State Line Standard Gauge Woods Line
CSX TRANSPORTATION
County Line S Orchard Water Meter a
RR Signal Milepost
MILEPOST 35
Water Valve I
Township Line Vineyard Vineyard
Switch
SWITCH
Water Hydrant H
City Line EXISTING STRUCTURES:
RR Abandoned
U/G Water Line Test Hole (SUE - LOS A)*
Reservation Line
RR Dismantled MAJOR:
U/G Water Line (SUE - LOS B)* W
Property Line
Bridge, Tunnel or Box Culvert CONC
RIGHT OF WAY & PROJECT CONTROL:
U/G Water Line (SUE - LOS C)* W
Existing Iron Pin (EIP) g
Bridge Wing Wall, Head Wall and End Wall CONC WW
EIP
Primary Horiz Control Point
U/G Water Line (SUE - LOS D)* W
B
Computed Property Corner MINOR:
Primary Horiz and Vert Control Point A/G Water
Head and End Wall Above Ground Water Line
F CONC HW
Existing Concrete Monument (ECM)
ECM Secondary Horiz and Vert Control Point
Pipe Culvert TV:
Parcel / Sequence Number 123
Vertical Benchmark
TV Pedestal |
Footbridge v v
Existing Fence Line
Existing Right of Way Monument h I
TV Tower
Drainage Box: Catch Basin, DI or JB CB
Proposed Woven Wire Fence
Proposed Right of Way Monument
U/G TV Cable Hand Hole ]
Paved Ditch Gutter
(Rebar and Cap)
Proposed Chain Link Fence
Proposed Right of Way Monument Storm Sewer Manhole m U/G TV Test Hole (SUE - LOS A)*
Proposed Barbed Wire Fence
(Concrete)
Storm Sewer S U/G TV Cable (SUE - LOS B)* TV
Existing Wetland Boundary WLB Existing Permanent Easement Monument
UTILITIES: U/G TV Cable (SUE - LOS C)* TV
Proposed Wetland Boundary WLB Proposed Permanent Easement Monument
* SUE - Subsurface Utility Engineering U/G TV Cable (SUE - LOS D)* TV
(Rebar and Cap)
Existing Endangered Animal Boundary EAB
LOS - Level of Service - A,B,C or D (Accuracy)
Existing C/A Monument U/G Fiber Optic Cable (SUE - LOS B)* TV FO
Existing Endangered Plant Boundary EPB
POWER:
Proposed C/A Monument (Rebar and Cap) U/G Fiber Optic Cable (SUE - LOS C)* TV FO
Existing Historic Property Boundary HPB P
Existing Power Pole
Proposed C/A Monument (Concrete)
U/G Fiber Optic Cable (SUE - LOS D)* TV FO
Known Contamination Area: Soil
Proposed Power Pole
Existing Right of Way Line
GAS:
Potential Contamination Area: Soil R
R Existing Joint Use Pole
Proposed Right of Way Line Gas Valve c
W
Known Contamination Area: Water
Existing Control of Access Line ; Proposed Joint Use Pole Gas Meter n
Potential Contamination Area: Water
Proposed Control of Access Line C Power Manhole p U/G Gas Line Test Hole (SUE - LOS A)*
A
T
Contaminated Site: Known or Potential
Proposed ROW and CA Line RW Power Line Tower U/G Gas Line (SUE - LOS B)* G
CA
BUILDINGS AND OTHER CULTURE:
Existing Easement Line E Power Transformer } U/G Gas Line (SUE - LOS C)* G
V
Gas Pump Vent or U/G Tank Cap Proposed Temporary Construction Easement ]
E U/G Power Cable Hand Hole U/G Gas Line (SUE - LOS D)* G
S
Sign S Proposed Temporary Drainage Easement TDE H-Frame Pole O O Above Ground Gas Line A/G Gas
W
Well W Proposed Permanent Drainage Easement PDE U/G Power Line Test Hole (SUE - LOS A)*
SANITARY SEWER:
Small Mine M Proposed Permanent Drainage/Utility Easement DUE U/G Power Line (SUE - LOS B)* P Sanitary Sewer Manhole d
Foundation Proposed Permanent Utility Easement PUE U/G Power Line (SUE - LOS C)* P Sanitary Sewer Cleanout o
Area Outline Proposed Temporary Utility Easement TUE U/G Power Line (SUE - LOS D)* P U/G Sanitary Sewer Line
SS
Cemetery y Proposed Aerial Utility Easement AUE TELEPHONE: Above Ground Sanitary Sewer A/G Sanitary Sewer
Q
Building ROADS AND RELATED FEATURES: Existing Telephone Pole SS Force Main Line Test Hole (SUE - LOS A)*
School x Existing Edge of Pavement Proposed Telephone Pole SS Force Main Line (SUE - LOS B)* FSS
Church y Existing Curb Telephone Manhole l SS Force Main Line (SUE - LOS C)* FSS
Dam C Telephone Pedestal b SS Force Main Line (SUE - LOS D)*
Proposed Slope Stakes Cut FSS
HYDROLOGY: F Telephone Cell Tower / MISCELLANEOUS:
Proposed Slope Stakes Fill
Stream or Body of Water U/G Telephone Cable Hand Hole ] Utility Pole O
Proposed Curb Ramp CR
Hydro, Pool or Reservoir U/G Telephone Test Hole (SUE - LOS A)* Utility Pole with Base F
Existing Metal Guardrail
U/G Telephone Cable (SUE - LOS B)*
Jurisdictional Stream T Utility Located Object S
JS Proposed Guardrail
Buffer Zone 1 U/G Telephone Cable (SUE - LOS C)* T Utility Traffic Signal Box
BZ 1 3
Existing Cable Guiderail
Buffer Zone 2 BZ 2 U/G Telephone Cable (SUE - LOS D)* T Utility Unknown U/G Line (SUE - LOS B)*
Proposed Cable Guiderail ?UTL
Flow Arrow z U/G Telephone Conduit (SUE - LOS B)* TC U/G Tank; Water, Gas, Oil
Equality Symbol
Disappearing Stream v U/G Telephone Conduit (SUE - LOS C)* TC
Underground Storage Tank, Approx. Loc.
Pavement Removal UST
Spring W U/G Telephone Conduit (SUE - LOS D)* TC
A/G Tank; Water, Gas, Oil
VEGETATION:
Wetland K U/G Fiber Optics Cable (SUE - LOS B)* T FO Geoenvironmental Boring
Single Tree X
Proposed Lateral, Tail, Head Ditch U/G Fiber Optics Cable (SUE - LOS C)* T FO Abandoned According to Utility Records AATUR
FLOW
Single Shrub Y
False Sump U/G Fiber Optics Cable (SUE - LOS D)* T FO End of Information E.O.I.
Hedge
1202/01/9
Docusign Envelope ID: 1C09ECB9-54AB-40EE-840E-330EDE3A66ED
WBS 50524 1B

HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
THCARO RTHCARO
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SEAL SEAL
040286 038176
C A S E E Y NG E INE . H E R A R R IS S H IH E N A G I IN Z E H E A R N G
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PROJECT REFERENCE NO. SHEET NO.
WBS 50524 2A-1
R/W SHEET NO.
ROADWAY DESIGN PAVEMENT DESIGN
P A V E M E N T S C H E D U L E
ENGINEER ENGINEER
PROP. APPROX. 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. R1 5" MONOLITHIC CONCRETE ISLAND (KEYED IN).
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C2 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LAYERS.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
D1
TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
T EARTH MATERIAL.
TO BE APPLIED WHERE PROPOSED
ASPHALT PAVEMENT IS INSTALLED
ADJACENT TO EXISTING ASPHALT PAVEMENT
PROP. APPROX. 5(cid:129)" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
U EXISTING PAVEMENT.
V1 1.5" DEPTH ASPHALT MILLING
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PROPOSED
ASPHALT EXISTING
PAVEMENT ASPHALT
PAVEMENT
C
L -L-
9" 9"
9"
EXISTING
V1 C2 GROUND
EX.
EX. VAR.
EX. EX
U R1 D1
U
R1
EXISTING
E1
GROUND
TYPICAL SECTION NO. 1
LINE FROM STATION TO STATION
-L- 29+45.74 30+95.00
TOE TOE
R2 2'-6" CONCRETE CURB AND GUTTER.
R3 4" CONCRETE ISLAND COVER.
VAR. 8'-9"
TO 10'-9"
2' VAR. 2'
R3 C1
11"
J1
R2 R2
GRADE TO THIS LINE
TOE TOE
Docusign Envelope ID: 2FD3876F-A270-4163-B4BE-62636E4C17CD
(FINAL PAVEMENT DESIGN)
2/18/2026 2/18/2026
BENCH DETAIL FOR PAVEMENT WIDENING
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
E2
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
VAR. (1' MIN., SEE PLANS)
BEYOND LANE LINE TO
J1 PROP. VAR. DEPTH AGGREGATE BASE COURSE. OBLITERATE EXISTING PAVEMENT MARKINGS
C1 V1
C2
D1
E1
8' 15' VAR. 12'-3" TO 14'-3"
3'
4' 4' VAR. 11' TO 12' VAR. 11' TO 12'
*
*NOTE: REMOVE EXIST. PAVEMENT TO SUBGRADE BENEATH CONC. ISLAND.

HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
THCARO RTHCARO
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040286 038176
C A S E E Y NG E INE . H E R A R R IS S H IH E N A G I IN Z E H E A R N G
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PROJECT REFERENCE NO. SHEET NO.
WBS 50524 2A - 2
R/W SHEET NO.
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
C1 1.5" S9.5C
C2 3" S9.5C
D1 4" I19.0C
E1 4" B25.0C
R1 5" MONO. CONC. ISLAND
R2 2'-6" CURB & GUTTER
R3 4" CONC. COVER
T EARTH MATERIAL
U EXIST. PAVEMENT
TYPICAL SECTION NO. 2
V1 1.5" DEPTH ASPHALT MILLING
LINE FROM STATION TO STATION
-L- 30+95.00 34+00.00
C
L -L-
8'-0" 12'-0" 12'-0" VAR. 0
11'-0" w/GR TO 8'-9"
VAR.
4'-0"
C2
VAR
0.08
D1
E1
TYPICAL SECTION NO. 3
LINE FROM STATION TO STATION
-L- 37+00.00 37+93.00
TNIOP
EGNIH
SLLIF
ROF
11'-0" 11'-0"
CROWN EXISTING
C2 C1 POINT C1 V1 GROUND
EX. EX.
EX. EX.
6:1
AX 3:1 M D1
U
VARIABLE E2
SLOPE
EXISTING
GROUND
TOE TOE
VAR. 8'-4"
TO 12'-0"
2' 2'
R3 V1
11"
R2 U
R2
GRADE TO THIS LINE
TOE
TOE
TOE
(FINAL PAVEMENT DESIGN)
C
L -L-
EXISTING
V1 C2 GROUND
EX. VAR.
EX. EX
U D1
U
EXISTING
E1
GROUND
EX.
*
J1
NOTE: MILL AND FILL EXISTING SOUTHBOUND LANES WITH
1.5" S9.5C TO -L- STA. 39+63.34 LT
*NOTE: REMOVE EXIST. PAVEMENT TO SUBGRADE BENEATH CONC. ISLAND.
TOE TOE
2' VAR. 2'
C1 R3
11"
J1
R2 R2
GRADE TO THIS LINE
TOE TOE
Docusign Envelope ID: 2FD3876F-A270-4163-B4BE-62636E4C17CD
2/18/2026 2/18/2026
VAR. 14'-3" VAR. 0' TO 14'-3" VAR. 8'-9"
0' TO 8'-9" VAR. TO 12'
0' TO 4'-6"
VAR. 11' TO 12' VAR. 0' TO 12'
E2 5.5" B25.0C
* J1 VAR. DEPTH ABC
*NOTE: REMOVE EXIST. PAVEMENT TO SUBGRADE BENEATH CONC. ISLAND.
-L- 34+00.00 37+00.00 (REVERSE TYPICAL)
VAR. 6'-6" VAR. 18'
TO 12'-3" TO 14'-3"
VAR. 2'-6"
TO 4'-6"
12(cid:129)"

HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
THCARO RTHCARO
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040286 038176
C A S E E Y NG E INE . H E R A R R IS S H IH E N A G I IN Z E H E A R N G
lbt.lfphsp_TODCN:ELBATNEP
tlp.05_gne_roloc_fdp_TODCN:REVIRD
TOLP
MA
74:81:8
:EMIT
6202/81/2
:ETAD
SIRRAHC
:RESU
\
:ELIF
SNOISIVER
PROJECT REFERENCE NO. SHEET NO.
2 A - 3
R/W SHEET NO.
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C
L
12'-0" 1' 12'-0"
0'-9" 0'-9"
** 0.08
3:1
M
AX
TNIOP
EGNIH
SLLIF
ROF
TNIOP
EGNIH
STUC
ROF
WBS 50524
PAVEMENT SCHEDULE
(FINAL PAVEMENT DESIGN)
C1 1.5" S9.5C
C
L -L- C2 3" S9.5C
8'-0" 12'-0" 12'-0" VAR. 0 TO 12'-3" VAR. 0 TO 14'-3" VAR. 0 D1 4" I19.0C
11'-0" w/GR TO 8'-9"
VAR. 4'-0"4'-0"
E1 4" B25.0C
4'-0"
9" 0'-9"
9"
C2
VAR VAR.
0.08
R1 5" MONO. CONC. ISLAND
D1
R1 R2 2'-6" CURB & GUTTER
E1
R3 4" CONC. COVER
T EARTH MATERIAL
U EXIST. PAVEMENT
TYPICAL SECTION NO. 3
V1 1.5" DEPTH ASPHALT MILLING
LINE FROM STATION TO STATION
-L- 37+93.00 39+63.34
-Y2- SR 1572 (SIDBURY RD)
VAR. 0'
TO 4'-6"
VAR. 6'-0" VAR.
0 TO 12'-0"
VAR.
R1
V1 C1 V1 C1 C2
EX. EX.
EX.
AX
EXISTING 3:1 3:1 M EXISTING
GROUND GROUND
12"
D1
U U
E1
GRADE TO THIS LINE EXISTING
** RETAIN EXISTING CURB AND GUTTER
GROUND
TYPICAL SECTION NO. 4
LINE FROM STATION TO STATION
-Y2- 11+00.00 14+56.45
TNIOP
EGNIH
SLLIF
ROF
11'-0" 11'-0"
CROWN EXISTING
C2 C1 POINT C1 V1 GROUND
EX. EX.
EX. EX.
6:1
AX 3:1 M D1
U
VARIABLE E2
SLOPE
EXISTING
GROUND
TOE TOE
VAR. 8'-4"
TO 12'-0"
VAR. 0' TO 3'
2' 2'
1'-3"
R3 V1
11"
R2 R1 U
R2
GRADE TO THIS LINE
TOE
TOE
TOE
Docusign Envelope ID: 2FD3876F-A270-4163-B4BE-62636E4C17CD
2/18/2026 2/18/2026
E2 5.5" B25.0C
J1 VAR. DEPTH ABC
EX.
*
12(cid:129)" J1
NOTE: MILL AND FILL EXISTING SOUTHBOUND LANES WITH
1.5" S9.5C TO -L- STA. 39+63.34 LT
*NOTE: REMOVE EXIST. PAVEMENT TO SUBGRADE BENEATH CONC. ISLAND.

THCARO
R L
N
O
R O
FESSIO
N A
IN
A P L
SEAL
040286
C E R IS
A
S
NGINEE
R
R
E A
Y H
E.
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
R2' R2'
R 2 7 R 1.5' .5 '
1' R
'4
'5.4
'4
'57.8
R90.75'
2' R
R 2'
1' R
R 27.5'
R
3 ' R2'
R99.75'
'21
'21
'57.01
'4
'5.4
'4
' 2 1 ' 2 1
'11 '11
'11
'11
PROJECT REFERENCE NO. SHEET NO.
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
R
60'
R
4 5
0 '
R 1' R R5.37'
4 0 .7 5 ' R 2 ' R 1.5' R
12 R ' 12' R R 4.37' R 2' 4 0 .7 R 5 ' 1'
R
2
'
lbt.lfphsp_TODCN:ELBATNEP
tlp.05_gne_roloc_fdp_TODCN:REVIRD
TOLP
MA
45:81:8
:EMIT
6202/81/2
:ETAD
SIRRAHC
:RESU
\
:ELIF
SNOISIVER
WBS 50524 2 B -1
7
0
0
2
S
R
S
30+00 35+00
N
/
3
8 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
D
A
N
40+00
-L- POT
- Sta. 39+01.09=
Y
2 -Y2- POT
-
Sta. 15+03.75
-L- POT Sta. 29+81.78=
-Y1- POT Sta. 10+00.00
+73.91
28.50'
+14.21
+15.46
10.75'
0.25'
+23.29
+21.17 0.25'
14.01'
+12.71
60.71'
+24.08
+02.47 +25.28 12.46'
47.00' 1.98'
+04.38
+47.74 +91.91 +93.00 +66.25 +07.94 +89.31 19 + .0 0 0 5 ' .34 +28.94 19.00' 15.00' 19.00' 23.00' 11.00' 23.00' 17.74' 19.00' +45.74
+29.89 17.00' +93.00 19.00' +00.09 15.00' +94.89 -L- +83.00 +83.00 +78.88 +26.98 1.50' 1.50' 12.25' 0.50' 0.50' 17.41'
+7 + 4 1 7 . 7 8 3 . 3 7 .8 0 7 ' +92.0 + 9 1 0 . 2 5 . 0 6 ' 8 + 1 2 4 4 .2 .3 5 7 ' + 1 9 . 4 5 . 0 8 ' 9 + 1 3 . 0 0 . 0 0 ' 0 + 1 8 . 9 0 . 0 4 ' 1 + 2 8 . 3 5 .0 0 0 ' + 1 8 5 3 .0 .0 0 0 ' + 2 7 . 8 5 . 0 82 ' + 3 2 . 9 0 .8 0 9 ' 19.00' 17.36' +17.17 +45.74 +52.02 +24.37 +83.00 +80.67 +06.95 +16. 3 94 .00'
19.00+'50.06 17.41' 23.00' 19.00' 15.00' 19.00' 18.51'
19.00' +91.32
19.00'
+81.04
75.48' +84.00 +89.07
73.00' 73.00' R 132.21'
+79.94
+90.93
83.00'
75.72'
IMPROVEMENTS
IMPROVEMENTS
+88.43 BY OTHERS
83.00' BY OTHERS
INTERSECTION DETAIL:
-L- US 17 w/
-Y1- SR 1571 (SCOTTS HILL LOOP) &
-Y2- SR 1572 (SIDBURY RD)
-
Y
1
-
DRAWING NOT
TO SCALE
PROPOSED SIGNAL
PAVED SHOULDER
MONOLITHIC CONCRETE
CONCRETE COVER
02+
+89.59
19.00'
+51.00 +54.63 11.00' 23.00'
+88.68 17.58' +70.07 +54.63 +50.63 0.89' 12.25'
4.74' +95.00 14.25' +77.54 8.69' +95.00
23.00'
06+
Docusign Envelope ID: 1C09ECB9-54AB-40EE-840E-330EDE3A66ED
2/18/2026

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
Docusign Envelope ID: 8C39A267-C241-4BCC-9814-283AD123B23B
WBS 50524 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 2/18/2026
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.