HE-0013_DRPS_REV_2_FINAL

VICINITY MAPVICINITY MAP
PROJECT
BEGIN
PROJECT
END
SOUTHERN RRLAURINBURG & -SR1- POT Sta. 10+00.00
-L- POC Sta. 21+52.82=
-L- POC Sta. 15+57.20=
-DR1- POT Sta. 10+00.00
TO LAURINBURG
-
D
R1-
TO ABERDEEN
ABERDEEN ROAD
US 15-501
-L--SR2-R
AILR
O
A
D C
O
MP
A
N
Y
L
A
URINB
UR
G
& S
O
UT
HE
R
N
= 0.568 MILES
= 0.000 MILES
= 0.568 MILES
TOTAL LENGTH OF TIP PROJECT HE-0013
LENGTH STRUCTURE TIP PROJECT HE-0013
LENGTH ROADWAY TIP PROJECT HE-0013
25 50 10050
25 50 10050
5 10 2010
=ADT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/99HE-0013DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
24-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_tsh.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:HE-0013ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAMichael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER
NCDOT CONTACT
PROJECT ENGINEER
TODD H. BUCKNER, PE
PROJECT DESIGN ENGINEER
JUSTIN BLACKMAN
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
X
XMINOR ARTERIAL
REGIONAL TIER
LAURINBURG
pop. 15,895
CI
TY LI
MI
TS
(
I
N)LAURI
NBURG
CITY LIMITS (IN)
LAURINBURG
50700.1.1
THE LIMITS ESTABLISHED BY METHOD II.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
BOUNDARIES OF THE CITY OF LAURINBURG.
1. PROJECT IS PARTIALLY LOCATED WITHIN THE MUNICIPAL
NOTES:
GREGORY DAVIS, PE
-SR3-
SR 1301 (PLANT RD)
PE
2021 7,300
401
BYP
501
15
144
DETOUR ROUTES
-EY1- POT Sta. 10+00.00
-EY1- POT Sta. 15+40.43
-L- POC Sta. 11+40.96 =
PLANT ROAD
SR 1301-EY1-
2024 STANDARD SPECIFICATIONS
US 15-501 (ABERDEEN RD) NORTH OF
DRAINAGE, PAVING, GRADING
-L- POT Sta. 43+00.00
END CONSTRUCTION
END TIP PROJECT HE-0013
-DR1- Sta. 12+00.00
END CONSTRUCTION
-L- POC Sta. 13+00.00
BEGIN TIP PROJECT HE-0013
-L- Sta. 11+13.48
BEGIN CONSTRUCTION
-SR3- POT Sta. 19+47.13
-SR2- POT Sta. 14+40.50 =
-SR2- Sta. 15+02.39
END CONSTRUCTION
-SR2- POT Sta. 10+00.00
-L- POT Sta. 31+00.00 =
-SR3- POT Sta. 10+00.00
-SR1- POT Sta. 14+37.09 =
-SR1- Sta. 14+99.32
END CONSTRUCTION
DRPS REVISED
SCOTLAND COUNTY
-SR1-CITY LI
MITS (OUT)LAURINBURG
CITY LIMITS (IN)LAURINBURG CITY LIMITS (OUT)LAURINBURG 15
4
5 6
NAD 83/ 2011
SHEET NO.PROJECT REFERENCE NO.
1B HE-0013
BZ 2
CONVENTIONAL PLAN SHEET SYMBOLS9/10/2021h
C
FHYDROLOGY:
;zvW
K
ROADS AND RELATED FEATURES:
BOUNDARIES AND PROPERTY:
g
F
123
BUILDINGS AND OTHER CULTURE:
V
M
W
W
S
x
S
y
y
VEGETATION:
X
Y
RAILROADS:
S
FLOW
WLB
EIPB
ECM
CSX TRANSPORTATION
MILEPOST 35
SWITCH
E
WLB
EAB
EPB
CR
HPB
Note: Not to Scale
RIGHT OF WAY & PROJECT CONTROL:
UTILITIES:
P
R
}Tp
Q
l
]
/
b
O O
4
I
H
a
|
I
]
n
c
d
o
A/G Water
A/G Gas
A/G Sanitary Sewer
O
F
S
3
CONC
CONC WW
vvm
Vineyard
CONC HW
CB
EXISTING STRUCTURES:
AATUR
E.O.I.
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
P
T
TC
T FO
W
TV
TV FO
G
FSS
UST
U/G Water Line (SUE - LOS B)*
]
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin (EIP)
Computed Property Corner
Existing Concrete Monument (ECM)
Parcel / Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
Single Shrub
Single Tree
Pavement Removal
Equality Symbol
Proposed Cable Guiderail
Existing Cable Guiderail
Proposed Guardrail
Existing Metal Guardrail
Proposed Curb Ramp
Proposed Slope Stakes Fill
Proposed Slope Stakes Cut
Existing Curb
Existing Edge of Pavement
Proposed Aerial Utility Easement
Proposed Temporary Utility Easement
Proposed Permanent Utility Easement
Proposed Permanent Drainage/Utility Easement
Proposed Permanent Drainage Easement
Proposed Temporary Drainage Easement
Proposed Temporary Construction Easement
Existing Easement Line
Proposed ROW and CA Line
Proposed Control of Access Line
Existing Control of Access Line
Proposed Right of Way Line
Existing Right of Way Line
Proposed C/A Monument (Concrete)
Proposed C/A Monument (Rebar and Cap)
Existing C/A Monument
(Rebar and Cap)
Proposed Permanent Easement Monument
Existing Permanent Easement Monument
(Concrete)
Proposed Right of Way Monument
(Rebar and Cap)
Proposed Right of Way Monument
Existing Right of Way Monument
Vertical Benchmark
Secondary Horiz and Vert Control Point
Primary Horiz and Vert Control Point
Primary Horiz Control Point
RR Dismantled
RR Abandoned
Switch
RR Signal Milepost
Standard Gauge
Hedge
Woods Line
Orchard
Vineyard
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
Existing Power Pole
Existing Joint Use Pole
Proposed Power Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line Test Hole (SUE - LOS A)*
U/G Power Line (SUE - LOS B)*
U/G Power Line (SUE - LOS C)*
U/G Power Line (SUE - LOS D)*
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
POWER:
U/G Telephone Cable Hand Hole
U/G Telephone Test Hole (SUE - LOS A)*
U/G Telephone Cable (SUE - LOS B)*
U/G Telephone Cable (SUE - LOS C)*
U/G Telephone Cable (SUE - LOS D)*
U/G Telephone Conduit (SUE - LOS B)*
U/G Telephone Conduit (SUE - LOS C)*
U/G Telephone Conduit (SUE - LOS D)*
U/G Fiber Optics Cable (SUE - LOS B)*
U/G Fiber Optics Cable (SUE - LOS C)*
U/G Fiber Optics Cable (SUE - LOS D)*End of Information
Abandoned According to Utility Records
Geoenvironmental Boring
A/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
U/G Tank; Water, Gas, Oil
Utility Unknown U/G Line (SUE - LOS B)*
Utility Traffic Signal Box
Utility Located Object
Utility Pole with Base
Utility Pole
MISCELLANEOUS:
SS Force Main Line (SUE - LOS D)*
SS Force Main Line (SUE - LOS C)*
SS Force Main Line (SUE - LOS B)*
SS Force Main Line Test Hole (SUE - LOS A)*
Above Ground Sanitary Sewer
U/G Sanitary Sewer Line
Sanitary Sewer Cleanout
Sanitary Sewer Manhole
SANITARY SEWER:
Above Ground Gas Line
U/G Gas Line (SUE - LOS D)*
U/G Gas Line (SUE - LOS B)*
U/G Gas Line Test Hole (SUE - LOS A)*
Gas Meter
Gas Valve
GAS:
U/G Fiber Optic Cable (SUE - LOS D)*
U/G Fiber Optic Cable (SUE - LOS C)*
U/G Fiber Optic Cable (SUE - LOS B)*
U/G TV Cable (SUE - LOS D)*
U/G TV Cable (SUE - LOS C)*
U/G TV Cable (SUE - LOS B)*
U/G TV Test Hole (SUE - LOS A)*
U/G TV Cable Hand Hole
TV Tower
TV Pedestal
TV:
U/G Water Line (SUE - LOS D)*
Above Ground Water Line
U/G Water Line (SUE - LOS C)*
U/G Water Line Test Hole (SUE - LOS A)*
Water Hydrant
Water Valve
Water Meter
Water Manhole
WATER:
JS
BZ 1
R
W
C
A
RW
CA
E
TDE
PDE
DUE
PUE
TUE
AUE
* SUE - Subsurface Utility Engineering
LOS - Level of Service - A,B,C or D (Accuracy)
U/G Gas Line (SUE - LOS C)*
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
FDPS
2'
4'2'VAR. 0'-12'
FDPS
2'
12'6'VAR. 0'-12'12'VAR. 0'-6'VAR. 0'-6'12'6'
THIS LINE
GRADE TO
24'
SUBDRAIN PIPE
6" PERFORATED
GRADE TO THIS LINE
FDPS
VAR.
-L-LC
POINT
GRADE
.02 .02.08 .02
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-1HE-0013
PAVEMENT DESIGN6/2/9924-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_typ.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
NOTE: PAVEMENT EDGE SLOPES 1:1 UNLESS SHOWN OTHERWISE.
P A V E M E N T S C H E D U L E
W
C1
LAYERS.
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C,
D1
D2
IN LAYERS NOT TO EXCEED 2.0".
AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT
C2
(SEE STANDARD WEDGING DETAILS)
VARIABLE DEPTH ASPHALT PAVEMENT
" OR GREATER THAN 4" IN DEPTH.2
1IN LAYERS NOT LESS THAN 2
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
E2
IN DEPTH.
" 2
1BE PLACED IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
EARTH MATERIALT
R1
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0C,
CONCRETE EXPRESSWAY GUTTER
TYPICAL SECTION NO.1
.02
4:1.02
GROUND
ORIGINAL MATCHLINE AMATCHLINE AT
C1 D1
E1 R1
C1 D1
GRADE TO THIS LINE
11"
C1 D1
T
E1 E1
U
W
TYPICAL SECTION NO.1A
-L- Sta. 13+00.00 TO Sta. 43+00.00 -L- Sta. 17+40.06 TO Sta. 20+90.06
.02
GROUND
ORIGINAL
T.08.02
3:1 MAX
GROUND
ORIGINAL
/// /// /// ///
U
C EXISTINGL
Detail Showing Method of Wedging No. 1

C2 C1C1
E2 D1 D2 D2 D1 E2
3" MIN.3" MIN.
" MIN.2
12" MIN.2
12
LL
VARIABLE
POINT
GRADE
C SURVEY C EXISTING
U

Detail Showing Method of Wedging No. 2
" MIN.2
12
3" MIN.
E2
C1
C2
D2
D2
D1 E2
" MIN.2
12
3" MIN.
3:1 MAX
9' W/ GR9' W/ GR
V3 MILLED RUMBLE STRIP
V3 V3
FINAL PAVEMENT DESIGN
V2
E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE TYPE B25.0C,
K1
N1
V1 V1
U
V1
EXISTING PAVEMENT
1.5" MILLINGPROP. 12" CLASS IV SUBGRADE STABILIZATION
GEOTEXTILE FOR SOIL STABILIZATION
GEOTEXTILE CROSS-
MACHINE DIRECTION (CD)
ROLL WIDTH 13' MIN (TYP)
SURVEY LINE
GEOTEXTILE MACHINEDIRECTION (MD)(PLAN VIEW)
12" (TYP)
12" (TYP)
SOIL STABILIZATION
GEOTEXTILE FOR
GEOTEXTILE FOR SOIL STABILIZATION PLACEMENT
OR
LANE LINE
(100% COVERAGE REQUIRED)
E.O.P.
SUBGRADE
E.O.P.
SUBGRADE
MIN (TYP)
18" OVERLAP
DETAIL 2
SHALLOW UNDERCUT DETAIL
-L- STA. 14+25 TO 41+75 LT/RT
USE SHALLOW UNDERCUT DETAIL
12"
CD=CROSS-MACHINE DIRECTION
GRADE TO THIS LINE
N1K1
CD
12"
6"3:1
M
AX3:1 MAX
COURSE
SURFACE
TO EXISTING25' MINIMUM
SEE PROFILE FOR LIMITS
FULL DEPTH OF
DETAIL 1
U
U
INCIDENTAL MILLING DETAIL
GRADE - TIE
END PROFILE
(3" MAX)
SURFACE COURSE
V2
C1
BEGIN VARIABLE DEPTH MILLING
INCIDENTAL MILLING
(NOTE: REVISED PAVEMENT DEIGN ANTICIPATED TO INCLUDE -SR3-.)
SUBSURFACE DRAIN DETAIL
SEE STANDARD DRAWING 815.02
DETAIL 3
USE SUBSURFACE DRAIN DETAIL
-L- STA. 28+50 TO 47+00 LT OR RT
-L- STA. 13+00 TO 17+50 LT OR RT
6'12'12'6'8'
FDPS
2'
FDPS
2'
FDPS
2'
FDPS
2'
FDPS
2'
FDPS
2'
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
4'11'11'4'8'
8'6'12'12'6'
VARIES 0'-12'
.08 .02
.08
.02
.08
4:1
.02 .08
.02
POINT
GRADE
POINT
GRADE
LC
LC
4:1
4:14:1.02
.02.02 .02
.02
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-2HE-0013
PAVEMENT DESIGN6/2/9924-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_typ.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
.08 .02 POINT
GRADE
LC -DR1-
4:1
.02 .02
.08.02
TYPICAL SECTION NO.4
E1
C1
T
C1 E1C1E1
TT
T
C1
E1
7"
T
C1 E1
T
C1E1
-DR1- Sta. 10+18.71 TO Sta. 10+85.00
GROUND
ORIGINAL
-SR1- Sta. 10+18.00 TO Sta. 14+99.32
GROUND
ORIGINAL
GROUND
ORIGINAL 3:1
M
A
X
GROUND
ORIGINAL
3:1 MAX
GROUND
ORIGINAL
3:1 MAX
4:1GROUND
ORIGINAL
7"
7"
TYPICAL SECTION NO.2
TYPICAL SECTION NO.3
-SR2- & -SR3-
-SR1- & -SR2-
-SR2- Sta. 10+18.00 TO Sta. 12+36.00
-SR3- Sta. 10+24.00 TO Sta. 19+35.12
-SR2- Sta. 12+36.00 TO Sta. 15+02.39
PAVEMENT SCHEDULE
T EARTH MATERIAL
U EXIST. PAVEMENT
W WEDGING
V1
D2
C1
D1
E1
3" S9.5C
4" I19.0C
4" B25.0C
C2 VAR. S9.5C
VAR. I19.0C
E2 VAR. B25.0C
V2
V3 MILLED RUMBLE STRIP
VAR. DEPTH MILLING
1.5" MILLING
R1 EXPRESSWAY GUTTER
N1
K1 CL IV SUBGRADE STAB.
GEOTEXTILE FOR STAB.

100.00' STORAGE
100.00' TAPER
250.00' DECELERATION12'12'12'12'12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'PS2'PS2'GUTTER
EXPRESSWAY
PROP. CONC.
11'11'
PS2'PS2'
12'
12'12'
PS
2'
PS
2'12'12'12'PS2'PS2'(TYP.)19'(TYP.)19'12'
10'
68'33'46'PS2'12'(TYP.)
19'
(TYP.)
19'PS2'12'12'
PS
2'12'
PS
2'12'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4HE-0013
24-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_psh_04.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
POC Sta. 24+00.00 - SHEET 5MATCH TO -L- 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
POT Sta. 15+50.00 - SHEET 5MATCH TO -SR3- FOR -SR3- PROFILE SEE SHEET 9
FOR -SR1- PROFILE SEE SHEET 8
FOR -DR1- PROFILE SEE SHEET 8
FOR -L- PROFILE SEE SHEET 7BROKEN18" RCP
18" RCP
24" RCP
15" RCP
15" RCP
15" RCP 18" RCP24" RCP
FOOT BRIDGE72" CHL72" CHL
CONC36" CHL36" CHL72" C
HL
18"
RCP
15"
R
C
P
48" CMP
48" RCP18" RCP
BURIED
JB
LT
STEPS
2' WD WALL
LT
LT
CONC
G
GR
STEPS
STEPS
1SFD
DECK GRGR
BST
BST 39' BSTSR 1301 (PLANT ROAD) 22' BST
LTLTLTLT
BSTCONC
GR
S
CONC
SWING
WOODS
WOODS
WOODS
WOODS24" RCPHW
CONC
2' WD WALLMON
CONC
NC 15/501 (ABERDEEN ROAD) 27' BST
S
SSS
METER
POWER
72" C
HL
NEW WILL LLC
JOEL D & REBECCA LUCAS
DANIEL A MADDEN
CHARLES D NICHOLS
CHARLES D NICHOLS
1001 CAROLINE DR LLC
JOHN & JEFF SCHWARZ LLC
DB 1739 PG 118
DB 1722 PG 139
DB 1615 PG 132
DB 10E PG 90
DB 1437 PG 157
DB 1758 PG 822
DB 370 PG 232S 88°11'07" W218.72'N 01°48'53" W
103.20'
N 39°19'26" W255.67'
N 50°45'15" E
366.05'
N 39°19'26" W
60.02'
S 15°29'09" E199.67'
S 15°29'09" E426.27'S 86°05'17" W305.45'EIP
EIP
EIP S 70°54'32" W399.65'
MON
CONC
EIP
24.85'
80.00'21066233.8122438233.74IN CONC22499228.2422748235.69BROKENEXISTING R/W
EXISTING R/W
E
XISTIN
G R
AILR
O
A
D R/WE
XISTIN
G R
AILR
O
A
D R/WE
XISTIN
G R
AILR
O
A
D R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
MON
CONC
N 39°23'19" W
60.12'
N 50°46'12" E
341.27'
S 52°45'46" W448.54'
L
A
U
RIN
B
U
R
G
CIT
Y
LI
MITS LAURI
NBURG CI
TY LI
MI
TSEND NOT FOUNDBL-101
BL-102
TTTHHTT
CHHTTSEOI
EOI EOIEOIEOIEOIAT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT
&T, C
OPPE
R, U
N
K. S
AT&T DUCT BANK
SPECTRUM, CONDUIT, UNK. S
AT&T, COPPER, UNK. S
12
", AC
P
PNG, 2", STEEL
60.00'D
B 1561 P
G 41
60' E
ASE
ME
NT10001227.27CALC2227.27SCOTLAND COUNTY, 6", PVC
DB 1762 PG 933
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
MB N PG 223
MBM PG 223
DB 1561 PG 41
MB N PG 223
MB M PG 223
DB 1561 PG 41
RYDER TRUCK
DB 8P PG 183
R
AILR
O
A
D R/WE
XISTIN
G
INV=N/A
JB
18" RCP
30" CMPAD1AD2AD4AD5AD618" CMP
INV=226.56'
INV=225.95'
18" RCP
18" R
CP
GI
P
A
VE
D
D
RIVE
R
AILR
O
A
D C
O
MP
A
N
Y
LA
URINB
UR
G
& S
O
UT
HER
N
EOI
AT&T, COPPER
AT&T, COPPER
Spectrum, Coaxial
EORI
2", PVC 8" PVC - S/M PER RECORD12" ACP - S/M PER RECORD
2" STEEL - S/M PER RECORD
Unk. O/S/M
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
-SR1- POT Sta. 10+00.00
-L- POC Sta. 21+52.82=
-L-
-DR1- POT Sta. 10+00.00
-L- POC Sta. 15+57.20=1520-L- PC Sta. 10+00.00
-DR1- PC Sta. 14+79.17
-DR1- PT Sta. 15+66.42EXIST.EXIST..02.02+40.06PI Sta 15+22.80
D
L = 87.26'
T = 43.63'
R = 2,500.00'
PI Sta 17+62.65
D
L = 1,525.29'
T = 762.65'
R = 2,475,958.60'
-L--DR1-
SE = NC SE = EXISTING
15'R
1
4'R10'R
10'R 10'R20'R20'R(TYP.)(TYP.)(TYP.)(TYP.)-L- STA. 23+12.21 CREST 2
5'R15
-EY1- POT Sta. 10+00.00
-EY1- POT Sta. 15+40.43
-L- POC Sta. 11+40.96 =
-L- POC Sta. 13+00.00
BEGIN TIP PROJECT HE-0013
-DR1- POT Sta. 12+00.00
END CONSTRUCTION
15
-SR3- POT Sta. 10+00.00
-SR1- POT Sta. 14+37.09 =-SR1-315'R45'R45'R315'R-SR1- POT Sta. 15+50.00
-SR1- POT Sta. 14+99.32
END CONSTRUCTION .003.01.02+56.30.00.01.02+67.7050'R50'R
-SR3-.02.02.003
.00
.01
.01
.02
.02
+73.70
+62.30
-SR1- STA. 10+99.69
SAG
.02 .02
+80.41 -L-
EXPRESSWAY GUTTER
END. CONC.
1
2
3
4
5
6CCCCFCFC FFF
F
F
FF
FF
FF
F
C
CC
F
C
CCC
C
C
F
NAD 83/ 2011
100.00' TAPER
250.00' DECELERATION 12'12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'PS2'12'12'12'PS2'PS2'12'12'12'PS2'PS2'(TYP.)
19'
26'
40'
18'
9'
10'
9'
100.00' 100' STORAGE100' TAPER12'12'
PS
2'
12'
PS
2'
24'PS2'12'PS2'12'(TYP.)19'(TYP.)19'PS
2'12'
PS
2'12'
24'
24'
29'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5HE-0013
24-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_psh_05.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
POC Sta. 24+00.00 - SHEET 4MATCH TO -L- POT Sta. 37+00.00 - SHEET 6MATCH TO -L- FOR -SR3- PROFILE SEE SHEET 9
FOR -SR2- PROFILE SEE SHEET 9
FOR -L- PROFILE SEE SHEET 7
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
POT Sta. 15+50.00 - SHEET 4MATCH TO -SR3- 24" RCP
18" RCP18" RCP18" RCP18" HDPE
12" H
DPE
15" RCP
AREA UNDER CONSTRUCTIONSOIL36" WD
BSTSOILSOIL SOIL
WOODS
WOODS
WOODS WOODS
SSS
15" RCP
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
DB 1762 PG 933 N 66°41'14" W32.88'S 82°49'49" W
24.52'
N 01°13'24" E
290.16'N 18°48'20" E410.37'
S 15°29'09" E426.27'
EIP
MON
CONC
S
6
2
°
2
5'
3
2
" W12
3
8.
9
9'S 87°56'02" E383.37'EIP
EIP
EIP
EIP S 88°48'32" W671.78'EXISTING R/W
EXISTING R/W
EIP MON
CONCS 89°09'57" W162.40'N 01°22'06" W
158.84'S 89°09'57" W162.90'0.09' R/W-EIPEIP3.70' R/W-EIPN 46°46'09" W382.62'
BL-103
TTEOIPNG, 2", STEEL
AT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
MB N PG 223
MBM PG 223
DB 1561 PG 41 DB 14Z PG 282PIEDMONT NATURAL GAS COMPANY, INC.50.00'
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
RYDER TRUCK
DB 8P PG 183
WESTWOOD ASSOCIATES
DB 7N PG 483
JAMES SMITH
DB 1708 PG 127
JAMES SMITH
DB 1708 PG 127
WESTWOOD ASSOCIATES
WRONG DEED?
DB 3S PG 135
BM 12 PG 362
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
S 15°29'09" E426.27'
N 01°14'12" W
453.04'
18" RCP
FESFES
GRAVEL DRGR DRGR DR18" RCP
18" RCP
FES FES
FES FES
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC 87"x63" CMAPINV=226.24'
INV=224.88'
WITH INV=224.88'
PROPOSED 87"X63" CMAP
Elv. 228.33
E 1862362.72
N 384939.08
TH 5
Elv. 232.22
E 1862373.17
N 384938.84
TH 6
Elv. 229.16E 1862462.32N 384933.99TH 7Elv. 230.70E 1862807.47N 384919.21TH 8Elv. 229.79
E 1862397.78
N 384354.93
TH 425 3035-L- PT Sta. 25+25.29
-L-.02.02.02.02+00.87PI Sta 17+62.65
D
L = 1,525.29'
T = 762.65'
R = 2,475,958.60'
-L-
SE = NC
-SR3-.02.01.01.0020'R
10
'R
(TYP.)10'R(TYP.)(TYP.)
1
0'R(
T
YP.)10'R(TYP.)10'R
-L- STA. 27+78.08SAG-L- STA. 35+60.03CREST -SR2- STA. 13+82.95
CREST
15'R
STORAGE
20'R
15'R(TYP.)1515
-SR2- POT Sta. 10+00.00
-L- POT Sta. 31+00.00 =
-SR3- POT Sta. 19+47.13
-SR2- POT Sta. 14+40.50 =-SR2-315'R45'R315'R-SR2- POT Sta. 15+50.00
-SR2- POT Sta. 15+02.39
END CONSTRUCTION .02.02.01
.02
.01
.02
+64.21
+71.81
.00
.002
45'R.008+12.37.0250'R
50'R25
'
R
(TYP.)
25'R(TYP.)-SR3- STA. 15+45.24CREST -SR2- STA.11+50.00
SAG
15'
R (T YP .)
.02 .02
5
STREAM SBS
T
RE
AM
S
BSTREA
M SBSTREAM SB5
6 CCCCFCFCF
F
C
C
F
F F
C
CC
C
FF F
C
C C
C
F F
C
FFF
NAD 83/ 2011
12'12'12'12'12'PS2'PS2'PS2'12'12'12'PS2'PS2'300' TRANSITION
PS2'12'
98'
14'
NAD 83/2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6HE-0013
24-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_psh_06.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
POT Sta. 37+00.00 - SHEET 5MATCH TO -L- 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
FOR -L- PROFILE SEE SHEET 8
15" RCP
15" RCP 15" RCP 15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
AREA UNDER CONSTRUCTION
SOIL
9' GR10' GRNC 15/501 (ABERDEEN ROAD) 27' BST
9' GR9' GR9' GR12' SOILWOODS
EIP EIP EIP 150.00'1.31' R/W-EIP1.77' R/W-EIPN 51°04'03" W126.11'N 88°10'51" W288.35'S 88°47'14" W166.93'N 34°18'13"
E
45.98'N 34°18'13"
E
244.83'N 34°18'13"
E
175.58'N 34°18'13"
E
99.27'
S
5
7°0
8'50" W310.48'N
6
7
°
1
3'
5
6
" E1
0
1.
7
2'
N 01°14'12" W
453.04'N
6
7
°
1
4'
5
8
" E2
7
5.
3
0'0.70' R/W-EIPS 62°13'03" E898.03'N 82°50'18" W551.17'EIP
EIP
EIPN 76°14'47" E129.44'
EIP
EXISTING R/W
EXISTING R/W
N 01°22'06" W
88.91'N 89°09'52" E163.18'N 51°04'03" W662.39'N 75°51'11" W226.64'N 83°04'03" W447.88'S 88°47'36" W274.55'S 88°47'14" W301.24'S 88°47'14" W131.89'N 01°12'46" W
200.00'24.18'BL-104 BL-105
TTTPNG, 2", STEELPNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S15' SOILN 34°18'13"
E
227.17'
70.00'
70.00'MB 12 PG 362PIEDMONT NATURAL GAS COMPANY, INC.MB 12 PG 362PIEDMONT NATURAL GAS COMPANY, INC.SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
50.00'PER CITY OF LAURINBURG UTILITIES DIRECTOR50' UTILITY EASEMENTCRAIG & DIANE VAN PELT
MB 9 PG 33
DB 1628 PG 71
PHILIP H MCRAE
BM 11 PG 198
DB 1237 PG 268
WALTER & GAIL MCRAE
DB 562 PG 298 WALTER & GAIL MCRAE
DB 1284 PG 294
ROBIN S OSWALD
DB 1316 PG 13
SAMUEL E & ELEANOR SNEAD
DB 4K PG 67
WALTER & GAIL MCRAE
DB 9L PG 286
WALTER & GAIL MCRAE
DB 13J PG 333
WALTER & GAIL MCRAE
DB 9L PG 286
BM 12 PG 362
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
MB N PG 223
MBM PG 223
DB 1561 PG 41
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
JAMES SMITH
DB 1708 PG 127
WESTWOOD ASSOCIATES
WRONG DEED?
DB 3S PG 135
CONC FLOOR
FES FES
18" RCP
FH LOCATION
PROPOSED
GUY WIRE
GUY WIRE
PROPOSED
-L-
-L- POT Sta. 43+00.00
END CONSTRUCTION
END TIP PROJECT HE-00134045
-L- POT Sta. 49+69.02
.02.02EXIST.EXIST.+50.1230'R15'R(TYP.)10'R30'R
F F
F F
F
C C
C
C
F
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
GROUND
EXISTING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
7HE-0013
24-JAN-2024 15:31R:\Roadway\Proj\HE-0013_Rdy_pfl.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
210
220
230
240
190
200
210
220
230
240
190
200
210
220
230
240
190
200
210
220
230
240
190
200
FOR -L- ALIGNMENT, SEE SHEET 4
FOR -L- ALIGNMENT, SEE SHEET 5
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
11 12 13 14 15 16 17 18 19 20 21 22 23 24
DS > 50 mph
DS > 50 mph
-L-
EL. 226.26'
-L- POC Sta. 13+00.00
BEGIN GRADE
-L- POC Sta. 21+52.82-SR1- POT Sta. 10+00.00 =-L- POC Sta. 15+57.20-DR1- POT Sta. 10+00.00 =235.70'PI = 20+00.00
EL = 235.00'
(+)1.2482%(+)0.3000%
VC = 150'
K = 158
PI = 22+75.00
EL = 235.82'
(+)0.3000%(-)0.1010%
VC = 150'
K = 374
-L- STA. 23+12.21 CREST 24 25 26 27 28 29 30 31 32 33 34 35 36 37
DS > 50 mph
DS > 50 mph
-L--L- POT Sta. 31+00.00-SR2- POT Sta. 10+00.00 =235.70'236.54'PI = 28+00.00
EL = 235.29'
(-)0.1010%(+)0.1845%
VC = 150'
K = 525
PI = 35+00.00
EL = 236.58'
(+)0.1845%(-)0.0205%
VC = 150'
K = 732
-L- STA. 27+78.08SAG-L- STA. 35+60.03CREST
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
EXISTING GROUND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8HE-0013
24-JAN-2024 15:31R:\Roadway\Proj\HE-0013_Rdy_pfl.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
210
220
230
240
190
200
210
220
230
240
190
200
220
230
240
210
200
220
230
240
210
200
FOR -L- ALIGNMENT, SEE SHEET 6
FOR -SR1- ALIGNMENT, SEE SHEET 4
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
220
230
240
210
200FOR -DR1- ALIGNMENT, SEE SHEET 4
220
230
240
210
200
10 11 12 13 14 15 16 10 11 12 13 14 15
37 38 39 40 41 42 43 44 45 46 47 48 49
-L-
EL. 236.42'
-L- POT Sta. 43+00.00
END GRADE236.54'(-)0.0205%
-SR1-
DS > 30 mph
DS > 30 mph
EL. 235.10'
-L- POC Sta. 21+52.82, 18.00' RT
-SR1- POT Sta. 10+18.00
BEGIN GRADE
-SR1- STA. 11+00.00SAG-SR1- STA. 13+50.00CREST 235.10PI = 11+00.00
EL = 234.85'
(-)0.2951%(+)0.3000%
VC = 75'
K = 126
PI = 13+50.00
EL = 235.60'
(+)0.3000%(-)0.3000%
VC = 75'
K = 125
EL. 235.16'
-SR1- POT Sta. 14+99.32
END GRADE
-SR3- POT Sta. 10+00.00 -SR1- POT Sta. 14+37.09 =EL. 228.11'
-DR1- POT Sta. 10+85.00
END GRADE
-DR1-
EL. 229.27'
-L- POC Sta. 15+70.29, 18.00' RT
-DR1- POT Sta. 10+22.26
BEGIN GRADE
(-)1.8489%
GRADE
PROPOSED
EXISTING GROUND
GRADE
PROPOSED
EXISTING GROUND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9HE-0013
24-JAN-2024 15:30R:\Roadway\Proj\HE-0013_Rdy_pfl.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
225
FOR -SR2- ALIGNMENT, SEE SHEET 5
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Pkwy
INTERNATIONAL
10 11 12 13 14 15
245
225
245
235235
10 11 12 13 14 15 16 17 18 19
225
235
245
225
235
245
FOR -SR3- ALIGNMENT, SEE SHEETS 4 & 5
DS > 30 mph
EL. 235.02'
-SR2- POT Sta. 15+02.39
END GRADE
-SR2-
EL. 235.49'
-L- POT Sta. 31+00.00, 18.00' RT
-SR2- POT Sta. 10+18.00
BEGIN GRADE
PI = 11+50.00
EL = 235.09'
(-)0.3000%(+)0.3000%
VC = 75'
K = 125
PI = 14+00.00
EL = 235.84'
(+)0.3000%(-)0.8000%
VC = 75'
K = 68
DS > 30 mph
-SR3- POT Sta. 19+47.13 -SR2- POT Sta. 14+40.50 =-SR2- STA.11+50.00SAG-SR2- STA. 13+82.95CREST DS > 30 mph
EL. 234.86'
-SR1- POT Sta. 14+37.09, 24.00' LT
-SR3- POT Sta. 10+24.00 =
BEGIN GRADE
EL. 235.28'
-SR2- POT Sta. 14+40.50, 12.00' RT
-SR3- POT Sta. 19+35.12 =
END GRADE
PI = 15+45.00
EL = 236.45'
(+)0.3039%(-)0.3000%
VC = 75'
K = 124
-SR3--SR3- STA. 13+45.24CREST