20211069 Ver 1_BP2.R018.1_Stage3Plans_3RD1_20211213

4
-L-
S. GRIMESLAND BRIDGE RD CHICOD CREEKSMITHTOWN RDTO SR 1779
BOYDS RDTO SR-1780 CHICOD CREEKTHIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS NOT A CONTROL OF ACCESS PROJECT.
-L- STA 11+00.00
BEGIN PROJECT
-L- STA 17+86.00
END PROJECT
-L- STA 14+56.00
BEGIN BRIDGE
(3RD1)
STAGE 3 PLANS
OpenRoads
Plans Developed with
REPORT AS A SUPPORTING DOCUMENT.
CALCULATIONS SHALL BE PROVIDED VIA A VOLUMETRIC ORD
SHOWN IN SHEET 3B-1 AND ALL EARTHWORK QUANTITY
THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE
THE CROSS SECTION SUMMARY SHEET HAS BEEN REMOVED FROM
UTILIZE THE FORMER ORD PRINT SYTLE.
CROSS SECTION SHEETS. ALL OTHER SHEETS
DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND
PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S
BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
NOTE TO REVIEWER:
0.130 MILES=TOTAL LENGTH
0.020 MILES= LENGTH STRUCTURES
0.110 MILES=LENGTH ROADWAY
PROJECT LENGTHS FOR TIP PROJECT BP2.R018.1:
**DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
83/2011
NAD
15+63.38- STA L-
END BRIDGE83/2011NAD(SR 1565)
03/15/2022
10/15/2021
JASON M. DEBONE
JOHN P. MAZERES, P.E.
PITT COUNTY
BRIDGE NO. 730015 ON SR 1565 (S. GRIMESLAND BRIDGE ROAD)
OVER CHICOD CREEK
GRADING, DRAINAGE, PAVING AND STRUCTURE
20 40 8040
D
T
V
=
=
=
=
=
=
480
840
N/A
N/A
6
60
%
%
MPH
ADT
ADT
2022
2042
% *
DUAL 3%

* TTST =3%
FUNC CLASS =
LOCAL
SUB-REGIONAL TIER
K
0
PROFILE (HORIZONTAL)
BP2.R018.1 PE
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:
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALESTBD PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER
LOCATION:
TYPE OF WORK:08/12/2021DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
CONTRACT:TIP PROJECT:BP2.R018.1See Sheet 1A For Index of Sheets
SIGNATURE:
P.E.
20 40 80400
5 10 20100
VICINITY MAP (NTS)
BP2.R018.1
BP2.R018.2
BP2.R018.3

RW, UTILITIES
CONSTRUCTION

SIGNATURE:SIGNATURE:
P.E.

Offsite Detour
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
CATHRINE HOSSACK-MEYER, PE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayettville St.,
NC FIRM LICENSE No: C-1506
NCDOT Contact:
Prepared in the Office of:
LOCATION
PROJECTSR 1777BLACKJACK 33
TO GREENVILLE
GRIMESLAND RDS.GRI
MESLANDBRI
DGE RDSR 1565SR 1780BOYDS RD
GRIMESLAND
TOWN RDSMITH-
SR 1780BOYDS RD
33
DI
XON RDBRIDGE RD
MOBLEYS NC GRI
DNAD 83/2001
REVISIONS5/26/20BP2.R018.1
1A3RD1
* IF REQUIRED, TO BE INCLUDED IN A SUBSEQUENT SUBMITTAL.
* STRUCTURE PLANSS-1 THRU S-

CROSS-SECTIONSX-1 THRU X-5

* UTILITIES BY OTHERS PLANSUO-1 THRU UO-

* UTILITIES CONSTRUCTION PLANSUC-1 THRU UC-

* REFORESTATION PLANSRF-1 THRU RF-

* EROSION CONTROL PLANSEC-1 THRU EC-

* PAVEMENT MARKING PLANSPMP-1 THRU PMP-
TMP-1 THRU TMP- * TRAFFIC MANAGEMENT PLANS
RIGHT OF WAY AND EASEMENT MONUMENT PLACEMENT4A
PLAN AND PROFILE SHEET 4
* GEOTECHNICAL SUMMARIES3G-1 THRU 3G-
DRAINAGE SUMMARIES 3D-1
ROADWAY SUMMARIES 3B-1
SPECIAL DETAILS2C-1 THRU 2C- 3
PAVEMENT SCHEDULE AND TYPICAL SECTIONS 2A-1
* SURVEY CONTROL SHEETS1C-1 THRU 1C-
CONVENTIONAL SYMBOLS1B

INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS1A

TITLE SHEET1

SHEET SHEET NUMBER

INDEX OF SHEETS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
GENERAL NOTES
AND JOINTS FOR SEALING THE SAW CUT JOINTS AT THE BEGIN/END PROJECT LIMITS.
REFER TO 2018 STANDARD SPECIFICATION 657 SEALING EXISTING PAVEMENT CRACKS
ADDITIONAL NOTES
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
BP2.R018.1
1B3RD1
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring vProposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
H-Frame Pole
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
GAS:
Gas Valve
Gas Meter
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well W
Foundation
S
Building
VEGETATION:
Single Tree
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
C
A
E
TDE
PDE
PUE
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
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
R
W
C
A5/26/20
10'10'
7' W/ GR
GRADE
POINT
TYPICAL SECTION NO. 1
4'
7' W/ GR
4'
4:1
EXIST. GROUND
EXIST. GROUND
10'10'1'-1"1'-1"
27'-10" CLEAR ROADWAY
3'-11"3'-11"
BRIDGE TYPICAL SECTION
CL
0.02
8'3:1 t
o 4:1CL
0.025
-L- (SR 1565 - GRIMESLAND BRIDGE RD)
-L- STA. 15+63.38 (END BRIDGE)
-L- STA. 14+56.00 (BEGIN BRIDGE) TO
BRIDGE 740015 OVER CHICOD CREEK
30'-0" OUT-TO-OUT
BARRIER RAIL (TYP.)
42" VERT. CONC.
0.02 0.02
3:1 TO 4:1CORED SLAB UNITS (TYP.)
10 PRESTRESSED CONC. MATCHLINEMATCHLINEV
A
RI
ESTHIS LINE
GRADE TO
C1
E1T T7"
-L- STA. 15+63.38 (END BRIDGE) TO STA. 17+86.00
-L- STA. 11+00.00 TO STA. 14+56.00 (BEGIN BRIDGE)MATCHLINEVARIES
EXIST. GROUND
3'
GUARDRAIL DETAIL
0.02
0.02
E1
T
0.02
THIS LINE
GRADE TOC1
7"MATCHLINEVARIES
EXIST. GROUND
3'
0.02
E1
0.02
THIS LINE
GRADE TO C1
7"
TO BE USED IN CONJUCTION WITH TYPICAL SECTION NO. 1
T
C2
-L- STA. 15+63.38 (END BRIDGE) TO STA. 17+84.00 (RT)
-L- STA. 15+63.38 (END BRIDGE) TO STA. 16+38.38 (LT)
-L- STA. 13+81.00 TO STA. 14+56.00 (BEGIN BRIDGE)
EXISTING PAVEMENT.U
EARTH MATERIAL.T
AT AN AVERAGE RATE OF 456 LBS PER SQ. YD.
PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
PLACED IN LAYERS NOT LESS THAN 1" OR TO EXCEED 1.5" IN DEPTH.
AT AN AVERAGE RATE OF 110.0 LBS. PER SQ. YD. PER 1" DEPTH. TO BE
PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF THE TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C1
V INCIDENTAL MILLING
PAVEMENT SCHEDULE
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISENOTE:
SHOULDER BERM GUTTERR1
1.5"INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN)
-L- STA. 17+86.00 TO STA. 18+11.00
-L- STA. 10+75.00 TO STA. 11+00.00
BEGIN/ END PROJECT
25'
U
PAVEMENT
PROPOSED
PAVEMENT
EXISTING
C23"BY THE ENGINEER TO ENSURE A PROPER TIE-IN.
GRADE AND MILLING LIMITS MAY BE ADJUSTED
STATION RANGES ARE APPROXIMATE ONLY.
0.025
***
VARIES, SEE STRUCTURE PLANS, 1 ⅝" MIN - 2 ¾" MAX***
-L- (SR 1565 - S. GRIMESLAND BRIDGE RD) REVISIONSUNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL5/26/20PREPARED BY
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
BP2.R018.1
2A-13RD1
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
EXIST. GROUND
2'-4"VARIES 3'
6"
VARIES
0.02
2:1 TO 3:1VARIES
E1 C1
SBG DETAIL
TO BE USED IN CONJUCTION WITH TYPICAL SECTION NO. 1
-L- STA. 15+74.25 (END APPROACH SLAB) TO STA. 17+34.00 (RT)
-L- STA. 14+29.00 (RT) TO STA. 14+45.12 (BEGIN APPROACH SLAB)
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
VARIES VARI
ES7"
THIS LINE
GRADE TO
V
A
RIE
S
2:1 TO 3:1
2:1 TO 3:1FDPS
2'
FDPS
2'
V
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
T
R1
5/26/20BP2.R018.1
2C-13RD1
PREPARED BY
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
BP2.R018.1
2C-23RD1
PREPARED BY
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 25/26/20PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
5/26/20BP2.R018.1
2C-33RD1
PREPARED BY
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
COMPUTED BY:
CHECKED BY:DATE:
DATE:09/2021
09/2021
JMD
JPM REVISIONS5/26/203B-13RD1
BP2.R018.1
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
TRAINING.
BY NAMED BOUNDARY REPORTS AS DESCRIBED IN THE ORD QUICKSTART
ALL EARTHWORK QUANTITIES WERE DERIVED FROM ORD QUANTITIES
CONTRACT LUMP SUM PRICE FOR "GRADING".
AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE
BORROW EXCAVATION, FINE GRADING CLEARING AND GRUBBING
APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION,NOTE:
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
COMPUTED BY:
CHECKED BY:DATE:
DATE:09/2021
09/2021
JRM
EPA REVISIONS5/26/203D-13RD1
BP2.R018.1
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
ELECTRIC FENCE
ELECTRIC FENCE
ELECTR
IC
FENCE
WOOD FENCE
GR DriveGR Dr
i
veWOODED
WOODED
WOODED
BM1
BP2-R018 GPS-2
BL-1
BL-218" RCP12" HDPE
EOI
EOI
6" PVC
6
" PVC
EOR
BRIDGE RD.SR 1565 S. GRIMESLAND
BRIDGE
RD
.
SR
1565
S
. GRIMESLAND
TS23°00'16.0"E134.59'S19°38'48.0"E130.55'S07°28'56.0"W280.87'
N
72°05'47.5"
E182.55'N78°30'55.4"W65.63'S27°06'32.7"EEXISTING R/WGREGORY C. BOYD
HARDEE FAMILY HOLDINGS, LLC
TJA, LLC
RACHEL R. PERKINS
RACHEL R. PERKINS
DB 3756 PG 617
MB 83 PG 122
DB 2972 PG 626
MB 83 PG 122
DB 364 PG 301
MB 13 PG 48
DB 3395 PG 280
DB 3395 PG 280
MB 13 PG 48
BOYDS RDTO SR 1780
SMITHTOWN RDTO SR 1779
PROJECT.
SEE GENERAL NOTES FOR SEALING TIE IN JOINTS AT BEGIN/END 8.)
SEE SHEET 5 FOR PROFILE.7.)
SEE SHEET 4A FOR R/W AND EASEMENT STATIONING.6.)
ELEVATION: 20.5450'
NORTHING: 653782.9415'
EASTING: 2538979.9855'
BENCHMARK INFORMATION:5.)
CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL 4.)
OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE.
EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END3.)
ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.2.)
ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III.1.)
NOTES:EX10EX10108:1 8:18:1 1520POT STA 11+00.00
BEGIN PROJECT -L-01020002010220304040304004-F-
-F-
-F--F-
-F-
-F-
-F-
-F--F-
-F-
-F-
-F-
20' INC
(TYP.)
20
' INC
(TYP
.)CHICOD CREEKCHICOD CREEK60.0' EXIST. ROW-C-03025025N10°41'18.0"E
-L-
-L-
N02°29'55.0"E-L- START 10+00.00-L- PC 10+79.84-L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18-L- PC 18+76.92-L- PT 20+15.67-L- END 20+60.92R = 1,273.24
Tc = 130.01
Lc = 259.12
D = 04°30'00.00"
Δc = 11°39'38.0" (RT)
Plc 12+09.85
CUR DATA -L-
R = 636.62
Tc = 50.20
Lc = 100.19
D = 09°00'00.00"
Δc = 09°01'01.0" (RT)
Plc 16+03.19
CUR DATA -L-
R = 636.62
Tc = 69.65
Lc = 138.75
D = 09°00'00.00"
Δc = 12°29'16.0" (LT)
Plc 19+46.57
CUR DATA -L-
17+86.00POT STA
-LEND PROJECT -
-F-
-C-
-C-
-C-
-F-
-F-
14+45.12- STA L-
BEGIN APPROACH SLAB
15+63.38- STA L-
END BRIDGE
N14°09'33.0"E
-L-
-C-
N23°10'34.0"E
-L-
14+56.00- STA L-
BEGIN BRIDGE
EXEX020110
'
2
' FDPS
2' FDPS
2' FDPS
15+74.25- STA L-
END APPROACH SLAB
2:13:1D
( Not to Scale)
ROADSIDE DITCH
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
Min. D= 1 Ft.
DETAIL A
ROAD
PROPOSED
Ground
Natural
0402
TB 2GI
2GI
TB 0403
SHOULDER POINT
CL II GRANITE RIP RAP
0404
SEE DETAIL C
GRASSED SWALE
BEGIN SBG+29
RETAIN
RETAIN
3:13:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
GROUND
NAURAL
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
SEE DETAIL A
ROADSIDE DITCH
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
END ELEV: 23.2'
BEGIN ELEV: 23.6'
EST 7 SY GEOTEXTILE
CL B GRANITE RIP RAP EST 2 TONS
4:13:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
GROUND
NATURAL
ROAD
PROPOSED
17+10 RT
-L- 16+51 TO
D10= 0.7'
V10= 1.4 FPS
Q10= 2.8 CFS
D2= 0.6'
V2= 1.3 FPS
Q2= 2.2 CFS
L PRO.= 59'
L REQ.= 48'
SLOPE= 0.34%
DA= 0.48 AC
14+03 RT
-L- 13+97 TO
D10= 0.2'
V10= 2.0 FPS
Q10= 0.4 CFS
D2= 0.2'
V2= 1.7 FPS
Q2= 0.3 CFS
L PRO.= 14'
L REQ.= 6'
SLOPE= 2.86%
DA= 0.06 AC
GRASS SWALE DATA
SEE DETAIL B
SWALE
GRASSED TAILDITCH
EST 7 SY GEOTEXTILE
TONS
CL B GRANITE RIP RAP EST 2
ROADSIDE DITCH SEE DETAIL A
EST 7 SY GEOTEXTILE
CL B GRANITE RIP RAP EST 2 TONS
15"
FLUME
MOD. CONC.
SBG+34
END
EST 7 SY GEOTEXTILE
TONS
CL B GRANITE RIP RAP EST 2
TB 2GI
0401
15" RCP CLASS IV
CLASS IV
15" RCP
TOP OF BANK
TO USE SOUTHEAST QUADRANT JS LINE AS
WASHINGTON REGIONAL OFFICE - DOT COORDINATOR
PERMISSION WAS GIVEN BY NCDEQ1.)
HYDRAULICS NOTE:
GRASS SWALE DATA
SBG+75
BEGIN

(STR. PAY ITEM)
EXCAVATION
STRUCTURE
1
GREGORY C. BOYD
4
HARDEE FAMILY HOLDINGS, LLC
2
RACHEL R. PERKINS
3
TJA, LLC
2
RACHEL R. PERKINS
83/2011
NAD5/26/20UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PREPARED BY

[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506

4
BP2.R018.1
3RD1
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
ELECTRIC FENCE
ELECTRIC FENCE
ELECTR
IC
FENCE
WOOD FENCE
GR DriveGR Dr
i
veWOODED
WOODED
WOODED
BM1
BP2-R018 GPS-2
BL-1
BL-218" RCP12" HDPE
I
NV=24.17'
I
NV=24.52'
I
NV=25.94'
EOI
EOI
6" PVC
6
" PVC
EOR
BRIDGE RD.SR 1565 S. GRIMESLAND
BRIDGE
RD
.SR
1565
S
. GRIMESLAND
I
NV=25.13'T112.73'S53°36'46.6"E87.00'S00°09'52.7"E101.71'S23°00'16.0"E134.59'S19°38'48.0"E130.55'S07°28'56.0"W172.75'N59°43'41.4"W280.87'
N
72°05'47.5"
E182.55'N78°30'55.4"W65.63'S27°06'32.7"EEXISTING R/WGREGORY C. BOYD
HARDEE FAMILY HOLDINGS, LLC
TJA, LLC
RACHEL R. PERKINS
RACHEL R. PERKINS
DB 3756 PG 617
MB 83 PG 122
DB 2972 PG 626
MB 83 PG 122
DB 364 PG 301
MB 13 PG 48
DB 3395 PG 280
DB 3395 PG 280
MB 13 PG 48
1
GREGORY C. BOYD
4
HARDEE FAMILY HOLDINGS, LLC
2
RACHEL R. PERKINS
3
TJA, LLC
2
RACHEL R. PERKINS
45.00 (RT)
-L -+46.00
30.00 (RT)
-L -+46.00
50.00 (RT)
-L -+86.00
30.00 (RT)
-L -+88.00
45.00 (RT)
-L -+88.00
30.00 (RT)
-L -+06.00
45.00 (RT)
-L -+06.00
30.38 (RT)
-L -+45.00
50.00 (RT)
-L -+45.00
50.00 (RT)
-L -+20.00
30.00 (RT)
-L -+20.00
30.00 (LT)
-L -+00.00
35.00 (LT)
-L -+00.00
35.00 (LT)
-L -+14.00
50.00 (LT)
-L -+14.00
30.00 (LT)
-L -+14.00
30.00 (LT)
-L -+99.00
50.00 (LT)
-L -+99.00
30.00 (RT)
-L -+86.00
48.08 (RT)
-L -+52.99
50.00 (LT)
-L -+52.99
50.00 (LT)
-L -+53.18
50.04 (RT)
-L -+53.18
50.00 (LT)
-L -+38.96
BOYDS RDTO SR 1780
SMITHTOWN RDTO SR 1779
SEE SHEET 5 FOR PROFILE.2.)
SEE SHEET 4 FOR PLAN VIEW.1.)
NOTES:108:1 8:18:18:1 1520POT STA 11+00.00
BEGIN PROJECT -L-4-F-
-F-
-F--F-
-F-
-F-
-F-
-F--F-
-F-
-F-
-F-CHICOD CREEKCHICOD CREEK-C-N10°41'18.0"E
-L-
-L-
N02°29'55.0"E-L- START 10+00.00-L- PC 10+79.84-L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18-L- PC 18+76.92-L- PT 20+15.67-L- END 20+60.92R = 1,273.24
Tc = 130.01
Lc = 259.12
D = 04°30'00.00"
Δc = 11°39'38.0" (RT)
Plc 12+09.85
CUR DATA -L-
R = 636.62
Tc = 50.20
Lc = 100.19
D = 09°00'00.00"
Δc = 09°01'01.0" (RT)
Plc 16+03.19
CUR DATA -L-
R = 636.62
Tc = 69.65
Lc = 138.75
D = 09°00'00.00"
Δc = 12°29'16.0" (LT)
Plc 19+46.57
CUR DATA -L-
9+96.72POT STA
-LEND PROJECT -
-F--C-
-C-
-C-
-F-
-F-
N14°09'33.0"E
-L-
-C-
N23°10'34.0"E
-L-
83/2011
NAD
PLACEMENT (DESIGN FOR INFORMATION ONLY)
DETAIL FOR RIGHT OF WAY AND EASEMENT MONUMENT
REVISIONSENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL5/26/20BP2.R018.1
4A3RD1
PREPARED BY
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
BRIDGE HYDRAULIC DATA
= 27.3 FTOVERTOPPING ELEVATION
= 100+ YRSOVERTOPPING FREQUENCY
= 2850 CFSOVERTOPPING DISCHARGE
= 27.1 FTBASE HW ELEVATION
= 100 YRSBASE FREQUENCY
= 2603 CFSBASE DISCHARGE
= 25.6 FTDESIGN HW ELEVATION
= 25 YRSDESIGN FREQUENCY
= 1400 CFSDESIGN DISCHARGE
-L- STA 17+86.00
END GRADE
-L- STA 11+00.00
BEGIN GRADE
PROPOSED PROFILE
EXISTING GROUND30.5411+60.00VPC(-)2.5000%
-L-32.0411+00.0032.0428.0434.5829.6229.410 0
10
10 10
10
20
20
20
20
30 30
40 40
50 50
+50 +50 +50 +50 +50 +50 +50 +50 +50 +50 +50
+50+50+50+50+50+50+50+50+50+50+50
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
27.0927.4726.5527.6426.8027.3626.5427.1226.4227.5327.6527.4927.09(+)0.3500%VHPNCVPCVPCVPTVPTVPTVPIVPIVPIVLPVLP(-)0.5588%(+)0.6979%-L--L-27.5317+86.0026.8616+90.0027.4217+70.0027.1116+81.1527.3116+10.0027.3616+00.0027.6415+01.6227.5314+40.1227.8115+20.0027.5314+39.7427.4714+05.6127.0413+00.00-L- SR 1565 (S. GRIMESLAND BRIDGE RD)
FOR STRUCTURES PLANS, SEE SHEETS S-1 THRU S-??2.)
SEE SHEET 4 FOR PLAN VIEW.1.)
NOTES:
NWSEL = 22.2'
27.1'
100-YEAR WSEL
ELEV = 23.1'STA 15+90 -L-BEGIN DITCH LT (+) 0.888%ELEV = 23.9'STA 16+80 -L-END DITCH LT ELEV = 23.6'STA 14+03 -L-BEGIN DITCH RT (+) 1.481%ELEV = 24.0'STA 14+30 -L-END DITCH RT 1.
5:
1 1.5:13.5'TYP25.6'
25-YEAR WSEL
ELEV = 23.5'STA 17+10 -L-END DITCH RT ELEV = 23.3'STA 16+51 -L-BEGIN DITCH RT (+) 0.339%
DS = 50
K = 98
L = 280
DS = 55
K = 127
L = 160
DS = 60
K = 176
L = 1605/26/20UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PREPARED BY

5
BP2.R018.1
3RD1
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DATE PRINTED
TRANSMITTED BY
SCALE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
+3.8%
3:1
+3.7%
-3.8%
4
:1-3.7%
GP
32.04-0.00EOT32.41-10.00EOT31.6610.00PSPSSBP32.41-16.00SBP31.4416.00SSSS32.49-12.0031.5912.0031.1916.9929.25-25.4931.83-10.0031.0810.0031.46-0.00-3.8%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
40 40
F
F
L
11+00.00PR R/W TE+4.0%
3:1
+4.0%
-4.0%
4
:1-4.0%
GP
30.790.00EOT31.19-10.00EOT30.3910.00PSPSSBP31.19-16.00SBP30.1516.00SSSS31.27-12.0030.3112.0029.7417.6228.09-25.2930.61-10.0029.8110.0030.210.00-4.0%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
40 40
F
FPR R/W TEL
11+50.00
+4.0%
3:1
+4.0%
-4.0%
4
:1-4.0%
GP
29.620.00EOT30.02-10.00EOT29.2210.00PSPSSBP30.02-16.00SBP28.9816.00SSSS30.10-12.0029.1412.0028.3218.6426.92-25.2929.44-10.0028.6410.0029.040.00-4.0%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
40 40
F
F5/26/205 100
X 1
BEGIN PROJECT -L- 11+00.00
BP2.R018.1
L
12+00.00
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
PR R/W TE
+4.0%
3:1
+4.0%
-4.0%3:1-4.0%
GP
28.70-0.00EOT29.10-10.00EOT28.3010.00PSPSSBP29.10-16.00SBP28.0616.00SSSS29.18-12.0028.2212.0026.9519.3525.94-25.4928.52-10.0027.7210.0028.12-0.00-4.0%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
F
F
L
12+50.00PR R/W TE+4.0%
3:1
+4.0%
-4.0%3:1-4.0%
GP
28.04-0.00EOT28.44-10.00EOT27.6410.00PSPSSBP28.44-16.00SBP27.4016.00SSSS28.52-12.0027.5612.0025.9520.3425.00-26.3227.85-10.0027.0510.0027.45-0.00-4.0%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
F
F
L
13+00.00PR R/W TE+3.4%
3:1
+3.4%
-3.4%3:1-3.4%
GP
27.630.00EOT27.97-10.00EOT27.2810.00PSPSSBP27.96-16.00SBP27.0816.00SSSS28.04-12.0027.2112.0025.2621.4325.64-22.9827.39-10.0026.7010.0027.040.00-3.4%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
F F5/26/205 100
X 2
BP2.R018.1
L
13+50.00
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
PR R/W TEPR R/W PE
2.3:1+2.5%
3:1
+2.5%
-2.5%2.1:1-2.5%
GP
27.470.00EOT27.72-10.00EOT27.2210.00PSPSSBP27.76-18.69SBP27.0118.43SSSS27.84-14.6927.1114.4325.6521.3024.87-27.3627.14-10.0026.6410.0026.890.00-2.5%
-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
F
F
GRASSED TAILDITCH SWALE
L
14+00.00PR R/W PEPR R/W PE2:12:1
+2.5%-2.5%
GP
27.560.00EOT27.81-10.00EOT27.3110.00-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
RIP RAP
CLASS II GRANITE
RIP RAP
CLASS II GRANITE
L
14+50.00PR R/W TEPR R/W PE27.90-10.0027.650.00GP
27.4010.00+2.5%-2.5%
L
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
10 10
15 15
20 20
25 25
30 30
35 355/26/205 100
X 3
BEGIN BRIDGE -L- 14+56.00
BP2.R018.1
15+00.00
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
PR R/W TEPR R/W PE
27.3310.00-2.5%EOTGP
27.580.00+2.5%27.83-10.00EOTL
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
10 10
15 15
20 20
25 25
30 30
35 35
15+50.00PR R/W TEPR R/W PE3:1C 23.52-28.94SS+3.9%
2:1
+3.9%2:1-2.8%-3.9%
GP
27.36-0.00EOT27.75-10.00EOT26.9810.00PSSBP27.84-18.36SBP27.1417.80DPSS27.92-14.3623.12-27.7924.8722.3427.16-10.0026.3910.0026.0120.0526.78-0.00BOC-T27.2014.80-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
10 10
15 15
20 20
25 25
30 30
35 35
F
L
16+00.00PR R/W TEPR R/W PE3:
1
C
+3.0%
2:1
+3.0%3.18:1-2.4%-3.0%
GP
27.15-0.00EOT27.45-10.00EOT26.8510.00PSSBP27.50-18.37SBP27.0217.80DPSS27.58-14.3723.33-26.7123.5328.9026.86-10.0026.2610.0025.9321.2826.56-0.00BOC-T27.0814.80-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
F24.86-31.31SS5/26/205 100
X 4
END BRIDGE -L- 15+63.38
BP2.R018.1
L
16+50.00
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
PR R/W PEPR R/W PE
4:1 SSC 25.7940.21+0.5%
3:1
+0.5%4:1-2.0%-2.0%
GP
27.120.00EOT27.17-10.00EOT26.9210.00PSSBP27.10-16.00SBP27.1117.80DPSS27.18-12.0023.4632.4124.68-23.2626.59-10.0026.3410.0026.1021.8426.540.00BOC-T27.1714.80-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
F
L
17+00.00PR R/W PE-1.0%3:1 -1.0%-2.0%3:1-2.0%
GP
27.290.00EOT27.19-10.00EOT27.0910.00PSPSSBP27.09-16.00SBP26.9318.41SSSS27.17-12.0027.0114.4126.2220.5425.70-20.1726.61-10.0026.5110.0026.710.00-2.0%-2.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
F
F5/26/205 100
X 5
END PROJECT -L- 17+86.00
BP2.R018.1
L
17+50.00
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
PR R/W TE