Intersection Improvement - SR 1390 at SR 1386

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This file or an individual page
shall not be considered a certified document.

SHEET TOTAL
STATE NO. SHEETS
N.C. 1
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
LOCATION:
TYPE OF WORK:
22"" OODD
PPVVCC
HYDRAULICS ENGINEER
DESIGN DATA
GRAPHIC SCALES PROJECT LENGTH
0
PLANS
SIGNATURE:
0
PROFILE (HORIZONTAL)
0
PROFILE (VERTICAL)
99/80/90
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
6202/62/2
ngd.hst_ydR_Q8000LH\jorP\...
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Docusign Envelope ID: E1438B38-8971-4AD3-A80E-906B7333E984
See Sheet 1A For Index of Sheets STATE PROJECT REFERENCE NO.
See Sheet 1B For Conventional Symbols
HL-0008Q
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49367.1.11 N/A PE
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8 END PROJECT H WAKE COUNTY
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DOCUMENT NOT CONSIDERED FINAL
-
SR
1390
(OPTIMIST
FARM
RD.)
UNLESS ALL SIGNATURES COMPLETED
540 SR 1390 (OPTIMIST FARM ROAD) & SR 1386 (BELLS LAKE ROAD)
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BEGIN PROJECT E
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BEGIN CONSTRUCTION G 2
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BEGIN PROJECT HL-0008Q
-L- STA. 14+50.00
:
PROPOSED SIGNAL
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Prepared in the Office of:
A
30 15 30 60 A -L D - O T P T 2 I 0 M 2 I 5 S T = F 7 A , R 8 M 00 ROAD LENGTH ROADWAY PROJECT HL-0008Q = 0.225 MILES 580 R 8 A F L A D E R I R I G N M H G P , D , N O I C N N C 2 7 P . 6 L 0 A 9 CE N O P R R T O H F ES C S A IO RO N A L L IN A T E O F
NORTH
C A R O
R PHONE: 919-872-5115 SEAL L
ADT 2045 = 10,500 ENGINEERS SURVEYORS PLANNERS SCIENTISTS www.drmp.com | NC License No. F-1524 044113 T A I N
T V = 50 MPH R Y A ENGINEE R H E L L S A N
P.
MITC
2/26/2026
2024 STANDARD SPECIFICATIONS D N
N 30 15 30 60 -Y- BELLS LAKE ROAD ROADWAY DESIGN ENGINEER E O
I
KAYLA M. POULOS, PE P
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PROJECT ENGINEER N O P
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RIGHT OF WAY DATE: SEAL M R
C 5 2.5 5 10 F M U A N J C O T V R IO C = N O A 5 L L 0 L C E M C LA T P O S H S R : NCDOT CONTACT: NCDOT D A I N V D IS Y IO M N U 5 S S P E R L O M JE A C N T , P D E ELIVERY A L P E R TT IL IN 8 G , D 2 A 02 T 6 E: MIKAY P L R A OJE M CT . D E L S I IG N N D ER SEY, PE K A YLA E 0 N 5 G M 0 I . N 5 E P 1 E O 5 R U L O S E N T O F TR A N S P O
2/26/2026
SIGNATURE:

PROJECT REFERENCE NO. SHEET NO.
1A
ROADWAY DESIGN
ENGINEER
5202/71/21
ngd.A1_ydr_Q8000-LH\A1
teehS\...
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Docusign Envelope ID: 991B2BE6-F81E-4914-A126-DC1D93ADE781
HL-0008Q
INDEX OF SHEETS, GENERAL NOTES AND O
RTH CAROLIN
N
R O
FESSIO
N
A
P A
L
SEAL
050515
2024 ROADWAY ENGLISH STANDARD DRAWINGS
K A Y LA E N G M I . N E P E O R U L O S
12/17/2025
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES 2024 SPECIFICATIONS EFF. 01-16-2024
PLANS PREPARED BY:
DRMP, INC.
5808 FARINGDON PLACE
1 TITLE SHEET RALEIGH, NC 27609
NC LICENSE NO. F-1524 (919) 872-5115
GRADING AND SURFACING OR RESURFACING AND WIDENING: SUBSURFACE DRAINS:
1A INDEX OF SHEETS, GENERAL NOTES, & STANDARD DRAWINGS
THE GRADE LINES SHOWN DENOTE THE FINISHED ELELVATION OF THE PROPOSED SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02
1B CONVENTIONAL SYMBOLS
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO AT LOCATIONS DIRECTED BY THE ENGINEER.
GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF
2A-1 TYPICAL SECTIONS
THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE DRIVEWAYS:
2B-1 INTERSECTION DETAIL SHEET PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3 FOOT
2C-1 THRU 2C-2 SPECIAL DETAIL SHEETS
RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN
CLEARING: ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
3B-1 ROADWAY SUMMARY SHEET
3D-1 DRAINAGE SUMMARY SHEET CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY STREET TURNOUT:
METHOD II.
3G-1 GEOTECHNICAL SUMMARY SHEET
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORANCE WITH STD. NO. 848.04 USING
SUPERELEVATION: THE RADII NOTED ON PLANS.
3P-1 PARCEL INDEX
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH UTILITIES
4 THRU 9 PLAN & PROFILE SHEETS
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN
RW02C-1 THRU RW02C-2 SURVEY CONTROL SHEETS ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS UTILITY OWNERS ON THIS PROJECT ARE DUKE ENERGY, AT&T, SPECTRUM, PSNC, AND AQUA
SHOWN ON THE TYPICAL SECTIONS. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
PMP-1 THRU PMP-6 PAVEMENT MARKING PLANS
SHOULDER CONSTRUCTION: RIGHT-OF-WAY MARKERS:
EC-1 THRU EC-11 EROSION CONTROL PLANS
SIG-1.0 THRU SIG-1.5 SIGNAL PLANS ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
SCP-1 THRU SCP-7 SIGNAL COMMUNICATIONS PLANS
SIDE ROADS:
UO-1 THRU UO-5 UTILITY BY OTHERS PLANS
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
X-1 CROSS SECTION INDEX SHEET
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
X-1A CROSS SECTION SUMMARY SHEET PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
PARTICULAR ITEMS INVOLVED.
X-2 THRU X-25 CROSS SECTION SHEETS
2024 ROADWAY ENGLISH STANDARD DRAWINGS EFF. 01-16-2024
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" CONTRACTS STANDARDS AND DEVELOPEMENT UNIT - 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:
STD. NO. TITLE STD. NO. TITLE
DIVISION 2 - EARTHWORK DIVISION 6 - ASPHALT BASES AND PAVEMENTS
200.02 METHOD OF CLEARING - METHOD II 654.01 PAVEMENT REPAIRS
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT DIVISION 8 - INCIDENTALS
225.06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTIONS
806.01 CONCRETE RIGHT-OF-WAY MARKER
DIVISION 3 - PIPE CULVERTS 806.02 GRANITE RIGHT-OF-WAY MARKER
815.02 SUBSURFACE DRAIN
310.10 DRIVEWAY PIPE CONSTRUCTION 840.34 TRAFFIC BEARING JUNCTION BOX - FOR USE WITH PIPES 42" AND UNDER
840.54 MANHOLE FRAME AND COVER
DIVISION 5 - SUBRADE, BASES, AND SHOULDERS 840.71 CONCRETE AND BRICK PIPE PLUG
840.72 PIPE COLLAR
560.01 METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF 848.02 DRIVEWAY TURNOUT - RADIUS TYPE
SUPERELEVATED CURVE - METHOD I 848.04 STREET TURNOUT
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS

PROJECT REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
1B
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.
1202/01/9
Docusign Envelope ID: F183D5DC-DBE2-4B01-8882-5C791E97C2B9
HL-0008Q
Hedge

PROJECT REFERENCE NO. SHEET NO.
2A-1
ROADWAY DESIGN
ENGINEER
FINAL PAVEMENT SCHEDULE E2
C2 D1 C3 P1
D2
C4
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C1
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. 10.5"
2.5" 3" J1 MIN. MIN. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C2 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
ASPHALT DRIVEWAY DETAIL
LAYERS. U
FOR USE ON ALL DRIVEWAYS WITH GRADES OF
WEDGING DETAIL FOR RESURFACING
7% OR HIGHER - SEE PLANS FOR LOCATIONS
PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C3 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C4 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
C -L- SR 1390 (OPTIMIST FARM ROAD)
PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, L
D1
TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
8' 2' 4' 11' VAR. 0' TO 11' 11' 4' 2' 8'*
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
D2 FDPS FDPS
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
OR
V1 W
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
E2
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER C1
C2 C2
THAN 5.5" IN DEPTH.
2 .)
J1 PROP. APPROX. 8" AGGREGATE BASE COURSE.
ORIGINAL
:1
(T
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P .)
4:1
(TYP.)
0.08 VARIES
GRADE
VARIES 0.08
4:1
(TYP.)*
2
:1
(T
Y P
ORIGINAL
P1 PRIME COAT AT THE RATE OF .35 GAL. PER SQ. YD.
GROUND
X-SE
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N S
T E1 8.5
P
"
OINT
U 8.5" E1 T
X-SEC S
T
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I
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O N S
GROUND
EXISTING PAVEMENT VARIES
T COMPACTED EARTH MATERIAL. GRADE TO THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION NO. 1
U EXISTING PAVEMENT.
*-L- STA. 14+50.00 TO -L- STA. 18+00
-L- STA. 14+50.00 TO -L- STA. 26+40.00 3:1 FRONT SLOPE FOR 6'
V1 0-1.5" MILLING.
V2 VARIABLE DEPTH MILLING.
W WEDGING (SEE WEDGING DETAIL ON THIS SHEET).
NOTES:1 . ALL PAVEMENT SLOPES ARE 1:1 UNLESS OTHERWISE SPECIFIED.
2. SEE ROADWAY PLANS FOR LOCATION OF INTERSECTION TURNOUTS
TURN LANES, AND TAPERS.
C -Y- SR 1386 (BELLS LAKE ROAD)
L
12'** 2' 4' 11' VAR. 0' TO 11' 11' 4' 2' 12'
FDPS FDPS
NOTES:
FOR SURFACE MIX OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN
ACCORDANCE WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.
OR
V1 W
LOCATIONS SHALL INCLUDE TIES INTO EXISTING PAVEMENT.
C1
C2 C2
PERFORM THE WORK IN ACCORDANCE WITH SECTION 607 OF THE JANUARY
0.08 VARIES VARIES 0.08
2024 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES. RESURFACING WILL BE
ACCOMPLISHE M D I L A L T N T O H T E C H SAME V T 2 IME AS THE MI C LL 4 ING OPERATION. 2:1 (M A X S ) EE 4 :1 X - (T S Y EC P. T )* IO * N S T E1 8.5 P " G O R I A N D T E U 8.5" E1 T SEE 4 X :1 - S ( E TY C P T . I ) O ** N S 2:1 (M A X)
TO KEY IN
EXISTING PAVEMENT VARIES
GRADE TO THIS LINE
ORIGINAL ORIGINAL
GRADE TO THIS LINE
GROUND GROUND
TYPICAL SECTION NO. 2
25' PER INCH
U
OF SURFACE LIFT **-Y- STA. 114+00.00 TO -Y- STA. 116+00.00
1.5"
4:1 FRONT SLOPE. WIDTH VARIES. SEE XSCS. -Y- STA. 101+10.00 TO -Y- STA. 117+00.00
INCIDENTAL MILLING DETAIL
-Y- STA. 103+50.00 TO -Y- STA. 105+00.00 AND
-Y- STA. 116+00.00 TO -Y- STA. 117+00.00
-L- STA. 15+00.00 TO -L- STA. 15+75.00
-L- STA. 25+25.00 TO -L- STA. 26+00.00 3:1 MAX FRONT SLOPE. SEE XSCS.
-Y- STA. 101+50.00 TO -Y- STA. 102+25.00
-Y- STA. 114+25.00 TO -Y- STA. 115+00.00 5202/81/21
ngd.pyt_ydR_Q8000LH\jorP\...
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Docusign Envelope ID: 71E8A368-EC5E-47C9-BA6B-5BEE7BE993DD
HL-0008Q
PAVEMENT DESIGN
ENGINEER
580
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F-1524
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O
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(919) 872-5115 N
R O
FESSIO
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FESSIO
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P A P A
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SEAL SEAL
050515 039819
D
K A Y LA E N G M I . N E P E O R U L O S L A T O N Y E A N G T IN . E H E R E Y W A R
12/18/2025 12/18/2025
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

/W
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2B-1
O
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STEPHEN ANTHONY
INTERSECTION DETAIL 5
7 20 10 0 20 40
/W
R JOANNE ANTHONY
FOR -L- & -Y- PLAN VIEW, E D
S DB 16242PG 2495 GRAPHIC SCALE
O
SEE SHEETS NO. 4 THRU 7 P O MB 1985 PG 382 R
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ROBERT FRYMAN
(
B
SOPHIA PLEASANTS E
L MARGARET FRYMAN
L
DB 16737 PG 1258 S
L DB 4888 PG 264
A
K
E MB 1988 PG 1697
R
D
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)
-L- SR
1390
(OPTIMIST
8
FARM R
W/
D.)
R 0
'
P D
R E O S
P O O P
S O
E R
D P
' 0 R
/W 8
HOLLIS FOWLER
DB 6345 PG 215
MB 1993 PG 1607
JULIA DAVIS
DB 12320 PG 867
MB 1997 PG 242
PROPOSED SIGNAL
/W
R
D
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S
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FULL DEPTH PAVEMENT PATCHING O
R
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7
7
DUPRE PROPERTIES
SNOISIVER
PROJECT REFERENCE NO. SHEET NO.
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
5202/2/21
ngd.B2_ydR_Q8000LH\jorP\...
99/71/8
yesdnilm
:resU
HL-0008Q
HYDRAULICS
DRMP, INC. ENGINEER
5808 FARINGDON PLACE NC LICENSE NO. F-1524
RALEIGH, NC 27609 www.drmp.com
(919) 872-5115
O
RTH CAROLIN
O
RTH CAROLIN
N R O FESSIO N A N R O FESSIO N A
P A P A
L L
SEAL SEAL
050515 044113
K A Y LA E N G M I . N E P E O R U L O S R Y A N E N P G . IN M E I E T R C H E L L
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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20+00
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25.59+71
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Docusign Envelope ID: F183D5DC-DBE2-4B01-8882-5C791E97C2B9
13
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w/MH
12/3/2025 12/2/2025
402 412
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Docusign Envelope ID: F183D5DC-DBE2-4B01-8882-5C791E97C2B9
HL-0008Q 2C-1
12/3/2025

Docusign Envelope ID: F183D5DC-DBE2-4B01-8882-5C791E97C2B9
HL-0008Q 2C-2
12/3/2025

Docusign Envelope ID: F183D5DC-DBE2-4B01-8882-5C791E97C2B9
DRMP, INC.
5808 FARINGDON PLACE NC LICENSE NO. F-1524
RALEIGH, NC 27609 www.drmp.com
(919) 872-5115

Docusign Envelope ID: F183D5DC-DBE2-4B01-8882-5C791E97C2B9