20240439 Ver 1_Sampson 85 Courtesy Notification Packet_signed_20240319

„.sra�reoti
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 18, 2024
Thomas Steffens, NCDOT Coordinator
US Army Corps of Engineers
Washington Regulatory Field Office
2407 West 5' Street
Washington, NC 27889
J. ERic BOYETTE
SECRETARY
Amy Chapman, DWR TPU Supervisor
NC Department of Environmental Quality
Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Subject: Courtesy Notification for Section 404 Nationwide Permit 3 and Section 401 General
Certification 4239 for proposed replacement of Bridge No. 85 over Great Coharie Overflow on
SR 1214 (Boykin Bridge Road) in Sampson County; WBS No. BP3. R006.1, (formerly B-
5623).
Dear Mr. Steffens and Ms. Sprinkle:
The North Carolina Department of Transportation (NCDOT) is proposing to replace Bridge No. 85 over
Great Coharie Overflow on SR 1214 (Boykin Bridge Road) in Sampson County. The existing three span
- 52 ft. bridge will be replaced with a two span - 80 ft. bridge.
A revised preliminary jurisdictional determination (PJD) was acquired for the study area for this project
on February 4, 2022 and the project was assigned Action Id No. SAW-2016-01018. DWR issued a
Stream Determination Letter on February 7, 2022. Impacts associated with the project include 0.020
acres of fill, 0.041 acres of mechanized clearing and 0.003 acres of temporary surface water impacts for a
cofferdam for removal of end bent 2. Total permanent wetland impacts (loss) for this project are 0.061
acres. There is one utility relocation associated with this project that will not impact jurisdictional
resources. The attached permit drawings provide more details on the proposed impacts associated with
this bridge replacement.
Protected Species:
Habitat for Wood stork (Mycteria americana) is present within the project study area per the Natural
Resource Technical Report (NRTR) Update dated June 28, 2022. The study area was last surveyed on
May 1, 2023, and no birds or nest were observed. Per review of the USFWS IPaC database on March 19,
2024, the Wood stork is no longer listed within the project study therefore a biological conclusion is not
needed, and no further action is required.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

Pondberry (Lindera melissifolia) is present within the project study area per the Natural Resource
Technical Report (NRTR) Update dated June 28, 2022. The study area was last surveyed on March 22,
2022 and they are absent within the study area and a 'No Effect' determination is suggested for this
species.
Northern Long -Eared Bat
As you are aware, the US Fish and Wildlife Service has revised the previous programmatic biological
opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US Army Corps of
Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in
eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all
NCDOT projects and activities. Although this programmatic covers Divisions 1-8, NLEBs are currently
only known in 22 counties, but may potentially occur in 8 additional counties within Divisions 1-8.
NCDOT, FHWA, and USACE have agreed to two conservation measures which will avoid/minimize
mortality of NLEBs. These conservation measures only apply to the 30 current known/potential counties
shown on Figure 2 of the PBO at this time. The programmatic determination for NLEB for the NCDOT
program is May Affect, Likely to Adversely Affect. The PBO will ensure compliance with Section 7 of
the Endangered Species Act for ten years (effective through December 31, 2030) for all NCDOT projects
with a federal nexus in Divisions 1-8, which includes Sampson County, where Bridge No. 85 is located.
Tricolored Bat
The US Fish and Wildlife Service has issued a programmatic conference opinion (PCO) in conjunction
with the Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and
NCDOT for the tricolored bat (TCB) (Perimyotis subflavus) in eastern North Carolina. The PCO covers
the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. NCDOT,
FHWA, and USACE have agreed to three conservation measures (listed in the PCO) which will
avoid/minimize take to TCBs. These conservation measures apply to all counties in Divisions 1-8. The
programmatic determination for TCB for the NCDOT program is May Affect, Likely to Adversely
Affect. Once the TCB is officially listed, the PCO will become the programmatic biological opinion
(PBO) by formal request from FHWA and USACE. The PBO will ensure compliance with Section 7 of
the Endangered Species Act for approximately five years (effective through December 31, 2028) for all
NCDOT projects with a federal nexus in Divisions 1-8, which includes Sampson County, where Bridge
No. 85 is located.
Regulatory Approvals:
Section 404 Permit: NCDOT is proposing to construct this project under the conditions of Nationwide 3.
Based on the current design and impacts, notification requirements are not applicable for this project and
written approval from the USACE is not required. NCDOT will abide by all conditions listed in NW 3
and will include a copy of the certifications in the permit package and/or contract.
Section 401 Permit: The associated 401 General Certification 4239 will also apply to this project.
Notification thresholds or circumstances for these certifications are not applicable to this project therefore
written concurrence from the Division of Water Resources (DWR) is not required. NCDOT will abide by
all conditions listed in GC 4239 and will include a copy of the certifications in the permit package and/or
contract.
If you have any questions or need additional information, please feel free to contact me.

Sincerely,
Mason
Herndon
Mason Herndon
Digitally signed by
Mason Herndon
Date: 2024.03.19
13:48:27-04'00'
NCDOT Division 3 PDEA Engineer
cc: Kristi Lynn Carpenter, Division of Water Resources
Enclosures

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Rm eboro i
Project Vicinity
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a
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Figure 1
Project Vicinity
B-5623 Sampson 85
Bridge Replacement
SR 1214 Boykin Bridge Rd..
(34.918869,-78.388059)
McDaniels, NC
Sampson County, North Carolina
ona IV
1?
B-5623 Study Boundary
J
IM - 1
r
_ now
1 inch = 1,000 feet
0 250 500 1,000
-' Feet
February 3, 2022

This Exhibit is for planning purposes only and shown herein does not meet NC 47-30
Requirements and therefore is not for design, construction, or recording or transfer of
1 inch = 125 feet
STI P: B-5623 Sampson 85
��RTx�
�Ptie o�
title. The Exhibit was compiled from available information obtained from the sources
listed below.
i
GRAPHIC SCALE
Bridge Replacement
0
Feet
Sampson Count
�e�OF
Sources: Aerial and Topographic Mapping, NCOneMap, NCDOT
0 62.55 1255 2550
Jurisdictional Features - Imagery - Figure 2
� TPPNQ'eO
February 3, 2022

ligShwav
i (] ri i l6vater
(Version 3.00; Released August 2021)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: BP3.R006
TIP/Pro' No: 810085 Coun ies : Sampson Page 1 of 2
General Project Information
WBS Element:
BP3.R006 ITIP Number: 1810085 Project Type: Bridge Replacement I
Date: 5/1/2023
NCDOT Contact:
NCDOT Division 3
Contractor 1 Designer:
Kevin Alford, PE (Wetherill Engineering, Inc.)
Address:
5501 Barbados Blvd.
Castle Hayne, NC 28429
Address:
1223 Jones Franklin Road
Raleigh, NC 27606
Phone:
910-341-2000
Phone:
919-851-8077
Email:
Email:
[e-mail]
City/Town:
South Clinton Township
County(ies):
Sampson
River Basin(s):
Cape Fear
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
400 ft. Surrounding Land Use: IRural Residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.3 1 ac.
0.17 Jac.
Typical Cross Section Description:
Two 11 foot travel lanes with grassed shoulders on each side
Two 11 foot travel lanes with grassed shoulders on each side
Annual Avg Daily Traffic (veh/hrlday):
Design/Future: 1 2200 1 Year: 2044
I Existing: 1 1200 1 Year: 2024
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The purpose of this project is to replace Bridge No. 85 on SR 1214 (Boykin Bridge Road) over Great Coharie Creek Overflow in Sampson County. The existing bridge is 52' long.
The replacement structure will be a two -span 80' long bridge, providing a 30' 10" clear deck width. The roadway grade of the new structure is less than 1' higher than the existing
grade along the bridge. There will be no direct discharge into the stream (no deck drains on bridge). The existing bridge has one bent in the stream, and the proposed structure will
also have one bent in the stream. All existing stormwater drainage patterns were maintained on the prpoject to the fullest extent. Drainge boxes/concrete flumes will be used to pick
up the bridge drainage will discharge at all four quadrants of the bridge, with three of them crossing into wetland boundaries. There are no ditches present to be impacted by the
project, and no ditches will be added. There are no existing pipes on the project. Class II rip rap will be used as bank stbilization on the upstream side of the bridge.

N
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I Ii1 n l�' North Carolina Department of Transportation
ti I :I I i 1■ I r Highway Stormwater Program
STORMWATER MANAGEMENT PLAN"'= '
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: BP3.R006 TIP/Pro' No.: 810085 Count ies : Sampson Page 2 of 2
General Project Information
Waterbody Information
Surface Water Body (1): Great Coharie Creek
NCDWR Stream Index No.:
18-68-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
N/A
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?Yes
Deck Drains Discharge Over Buffer? No
Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?No
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (2): 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3): 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

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See Sheet IS For Index of Sheets
See Sheet 9B For Conventlonol Symbols
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VICINITY MAP
OFF —SITE DETOUR
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SAMPSON COUNTY
LOCATION: BRIDGE NO. 810085 OVER GREAT COHARIE OVERFLOW
ON SR 1214 (BOYKIN BRIDGE ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
SR 1214
BOYKIN
BRIDGE
—---,_ ROAD
—L—
TO SR 1309
�� w
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BEGIN NCDOT
PROJECT BP3.R006.1
1
—L— POT STA. 21 + 89.00
e1
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MOD.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
TO SR 1219
END NCDOT
PROJECT BP3.R006.1
-L— POT STA. 25 + 89.00
END BRIDGE
—L— STA.24+34.00
ITITI PROJECT REFERENCE N
SHEET
TOTAL
°�°
BP3.R006
I
BP3.R006.1
PE
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
b ETHERI LL License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
BRIDGE NO.810085
ROW PLANS
PERMIT DRAWING
SHEET 1 OF 6
FORMERLY
B-5 62 3
INCOMPLETE PLANS
DO NOT USE FOR Rf W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
30 15 0 30 60
DESIGN DATA
ADT 2024 = 1,200
ADT 2044 = 2,200
T = 6 Q�Q
V = 55 MPH
* (TTST =3% +
DUAL =3%)
FUNC CLASS =
MINOR COLLECTOR
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT BP3.R006 = 0.061 MILES
LENGTH STRUCTURES PROJECT BP3.R006 = 0.015 MILES
Prepared for:
DIVISION OF HIGHWAYS
DIVISION THREE
SSOI BARBADOS BLVD., CASTLE HAYNE NC, 28429-5647
HYDRAULICS ENGINEER
rE.
SIGNATURE.-
©� NopQ
g
Q�
a s
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PLANS
30 15 0 30 60
018 STANDARD SPECIFICATIONS
EDWARD G. WETHERILL, PE
RIGHT OF WAY DATE:
MARCH 1, 2023
TOTAL LENGTH PROJECT BP3.R006 = 0.076 MILES
PROJECT ENGINEERROADWAY
GREG S. PURVIS, PE
DESIGN
ENGINEER
P.E.
SIGNATURE:
DEREK PIELECH, PE
NCDOT CONTACT: DIVISION 3 BRIDGE PROGRAM MANAGER
LETTING DATE:
JUNE 6, 2024
PROFILE (HORIZONTAL)
6 3 0 6 12
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)

PROJECT REFERENCE NO. SHEET NO.
p � �+ �� BRIDGE NO. 810085
2
PERMIT DRAWING OO' O' CO' ANNE FAIRCLOTH 65% PLANS BP3RW SHEET NO.
SHEET2 OF 6 DB 1176 PG 523 ROADWAY DESIGN HYDRAULICS
/ PB 7 PG 72 ENGINEER ENGINEER
MECHANIZED CLEARING (GRUBBING) GRAPHIC SCALE /
FILL IN WETLAND TEMP IMPACTS m/ oW� IN SURFACE WATER
� m
I Q10 0.22 cfs
TEMPORARY SURFACE WATER IMPACTS L V10=0.9 fps
SITE 1 / SITE 4 1223 Jones Franklin Rd
-0.21 cfs WOODS q Raleigh, N.C. 27606
1=0.9 fps / ETRERILL
0 .
CC WOOD License No, F-0377
ENGINEER
� � � 2L � � � � 2L � ING
I �j �j Bus: 919 851 8077
�� Fax: [phone]
T� /
TRANSPORTATION PLPNNING/DESIGN -BRIDGE/STRUCTURE DESIGN
�W 0 0 D S � � M # 2 � ,� _ � �, � 2L J, � � avws E DES icN - c151cP5 - comsTRu ON oeSEre AnGN
BL 48/ LEFT 80j, �L E
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OR 1214 BOYKIN BRIDGE ROAD /8' BST
TO S 2R l 9
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N< E o� 4Pi s WOOD SITE 3
COULD NOT DETERMINE HIGH W T WOODQ10=0.16 cfsj MARK BUT LOCAL RESIDENT SAID THE
V10=0.8 fpsSHUT DOWN BECAUSE WATER W fps
OVER THE OVERFLOW BRIDGE DURING
7nz//
�HURRICANE MATTHEw
BEGIN NCDOT PROJECT BP3.R006.1 7 �°
-L- POT STA. 21 + 89.00
ANNE FAI 705 �m �m
DB 1905 PG 05
� � �
PB 4 PG 120 /—
Nq NC
63 �Aio
ANNE FAIRCLOTHSITE
DB IgoS PG 705
PB 4 PG 120
END NCDOT PROJECT BP3.R006.1
-L- POT STA. 25 + 89.00
SEE SHEET S-1 THRU S—XX FOR STRUCTURE PLANS
El 25 T45000
EL 76.08'
V C 85'
K 164
DS 60 MPH f
91
2
2
��
„
*76
5/ 22 -T 25000 El 22 f99H5
EL 75a95' EL 76.28'
0C = 75' VC = 54/
K = 85 K = 218
DS 55 MPH DS 60 MPH f
4
4
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 5 00 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN Hw ELEVATION = 73.5 FT
BASE DISCHARGE = 8300 CFS
BASE FREQUENCY = l00 YRS
BASE HW ELEVATION = 75.0 FT
OVERTOPPING DISCHARGE = 8100 CFS
OVERTOPPING FREQUENCY = 100- YRS
2
E1 = 25 + Q5 CC
EL 76.55'
V6 = 75'
K l25 =
K = 55 MSH
OVERTOPPING ELEVATION = 74.8 FT
DATE OF SURVEY = 8/lT/2022
W.S. ELEVATION
AT DATE OF SURVEY = 665 FT
2
4
4
4lu:l
4
20 21
22 23 24 25 26 27 28

/ ,�E 7 / \ BRIDGE NO. 810085 PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING 100, of 100, s — BP3.RO06 2
SHEET 3 OF 6 `�� 'z ENE EAIRC�OTH 65% PLANS RW SHEET NO.
���`', �r DB 1176 PG 523 < ROADWAY DESIGN HYDRAULICS
� ENGINEER ENGINEER
� V ��;j ��� PB 7 PG 72 I
MECHANIZED CLEARING (GRUBBING) GRAPHIC SCALE ��— �. �DE
F FILL IN WETLAND TEMP IMPACTS
IN SURFACE WATER
Q10=0.22 cfs L--/
TEMPORARY SURFACE WATER IMPACTS � � . ?�VI � , V10=0.9 fps \T1--- �� i
C �� SITE 4 _ —
lL -\ ' ' �/ 10.21 cfs \ SITE 1 /\ �/� // _ \ --�2-- 1223 Jones F.C. in Rd.
WO�� T \\ p ETHERILL Raleigh, N.C. 27606
LicN\T / vg WDOD �� // \� ENGINEERING Busens919 8518077
> \\ Fax: [phone]
TRANSPORTATION PLPNNING/DESIGN — BRIDGE/STRUCTURE DESIGN
�\ WOODS M # 2— - j \ — — 8 �� — / avuislTE DEsicN clsicPs romsTRucnoN 08SEWATION
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S --�' WOOD S��' / /K r--— SITE 3---z�—
// I VOULD NOT DETERMINE HIGH W T
Q10=0.16 cfs // 4RK IVUT L`�CAL RESIDENT SAID THE y1f cfs
V10=0.8 fps /// // SHUT DOWN BE RUSE WATER W� fps
OW BRIDGE DURING
SITE RICNN MATTHEW ,�
BEGIN INCDOi` PR JECT BP3.RGQ6.1 ,— --�, � �,%� ��� �
—L— POT,STA. 21 + 89 00 ��
ANNE FAIR�EOTH �� �; —� — -'
DB 1905 PG �05 -
a PB 4 PG 120 — �� ��
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1'
�
/
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L \ /
LH / AAA---- _Nc -
/ i ' EV / /� e3��io—I
/ ANNE\ �AIRC OJT A-- Nq�
2 DB 19a �R�
�' �' PB 4
END NCDOT PROJECT BR3.R0 6.1
—L— POT STA. 25 + 89.0 Q
/ SEE SHEET S-1 THRU S—XX FOR STRUCTURE PLANS
/
�'
88EL1111-
Dl 25T45.0088
76.08'
V 2 85'
K 164
DS 60 MPH f
2
2
��
„
76
Dl — 22 f25.00 El — 22 f99H5
EL — 75a99' EL — 76.28'
VC = 751 VC = 541
K — 85 K = 218
- MPD0 MP
4
4
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE — 5700 SITS
DESIGN FREQUENCY = 25 YRS
DEGELEVATION 3.FD
BASE DISCHARGE — 8300 CFS
BASE FREQUENCY — l00 YRS
1
Al
hill
BASE HW ELEVATION — 75.0 FT
OVERTOPPING DISCHARGE — 8100 CFS
OVERTOPPING FREQUENCY100— YRS
2
E1 = 23+85 00
EL 76055'
EL = 7
K = l
K = 55 MDH
OVERTOPPING ELEVATION — 74.8 FT
DATE OF SURVEY — 8/l7/ 2022
W.S. ELEVATION
AT DATE OF SURVEY — 665 FT
2
4
4
4
4
20 21
22 23 24 25 26 27 28

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1235
.I4 1309 1222
1218
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1223 99
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1214 ZO
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VICINITY MAP
OFF -SITE DETOUR
GRAPHIC SCALES
30 15 0 30 60
PLANS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
UTILITIES BY OTHERS PLANS
SAMPSON COUNTY
LOCATION: BRIDGE NO. 810085 OVER GREAT COHARIE OVERFLOW
ON SR 1214 (BOYKIN BRIDGE ROAD)
TYPE OF WORK: UTILITY RELOCATION BY OTHERS
INDEX OF SHEETS
SHEET NO.: DESCRIPTION:
UO—I TITLE SHEET
UO-2 UBO PLAN SHEET
SR 1214 LL
BR DG
------- ROAD —L-
--- ------ /
>� TO SR 1219
TO SR 1309 �`" �w
END NCDOT
BEGIN NCDOT
§ Q'4 PROJECT BP3.R006.1
0 PROJECT BP3.R006.1 —I— POT STA. 25 + 89.00
�0�
—L— POT STA.11 + 89.00�y
END BRIDGE
C>o' —L— STA. 24 + 24.00
BEGIN BRIDGE
—L— STA. 23 + 4.00
do
o,
UTILITY OWNERS WITH CONFLICTS
(A) COMMUNICATIONS — CHARTER
T.I.P. NO. SHEET NO.
BPIR006.1 UO-1
NOTE:
ALL UTILITY WORK SHOWN ON THIS
SHEET WILL BE DONE BY OTHERS.
NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR UTILITY WORK
SHOWN ON THIS SHEET.
BRIDGE NO.810085
PI[iELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PREPARED IN THE OFFICE OF.
/ 1223 Jones Franklin Rd.
8 Raleigh, N.C. 27606
ETHERILL License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNINGIDESIGN - BRIDGE/STRUCTURE DESIGN - GISIGPS
CIVIL/SITE DESIGN - CONSTRUCTION OBSERVATION - SUE/SURVEY - UTILITIES
PANKIL K. PATEL UTILITY PROJECT MANAGER
TREVER REEVES PROJECT UTILITY COORDINATOR
LETTING DATE:
JUNE 6, 2024
RIGHT OF WAY DATE:
MARCH 1, 2023
DIVISION OF HIGHWAYS
DIVISION 3
5501 BARBADOS BLLD.
CASTLE HAYNE NC,28429a647
OF TRPNseo
ERIC AIATUSZEWSKI DIVISION 3 SENIOR
UTILITY COORDINATOR
JON W. GILES DIVISION 3
UTILITY COORDINATOR

0
0
PROPOSED (FO) COMMUNICATION
(CHARTER)
ANNE FAIRCLOTH
DB 1176 PG 523
PB 7 PG 72
4-X 4' BORE PIT
PROPOSED UTILITY VAUL�
(CHARTER)
EXISTING (FO) COMMUNICATION
(CtlARTERj
J MIT
EXISTING R/W _ - -WLB-
- �F ­f1l
Tie— — — — — —TV F0
TO SR I309
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BEGIN NCDOT PROJECT BP3.RO06.1
-L- POT STA. 21 + 89.00
ANNE FAIRCLOTH
DB 1905 PG 705
PB 4 PG 120
ABANN (FO) COMMUNICATION
IN PL CE (CHARTER)
PROPOSED (FO) COMMUNICATION
TO BE BORED AT 2-4' INSIDE ROW
AND 10' BELOW THE CREEK
2�L I 2�1
2�L � I 2�L
F
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JS MIT
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PDE
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BRIDGE NO. 810085
PROJECT REFERENCE NO.1
SHEET NO.
BP3.R006.1
I UO-2
THIS SHEET CORRESPONDS TO RDY-4
UTILITIES
BY OTHERS
ALL PROPOSED
UTILITY WORK SHOWN ON THIS
N�0 e3NR,o
SHEET WILL BE
DONE BY OTHERS. NO
PAYMENT WILL
BE MADE TO THE CONTRACTOR
q
FOR PROPOSED
UTILITY WORK SHOWN ON
THIS SHEET.
°
PRELIMINARY PLANS
/
DO NOT USE FOR CONSTRUCTION
ANNE FAIRCLOTH
DB 1176 PG 525
PB 7 PG 72
4' X 4' BORE PIT
PROPOSED UTILITY VAULT
(CHARTER)
Tlt INTO EXIST'ING U_ftLITY�VAULT'
(CHARTER)
E -
F E,
a, a Es
- - - - Tv TO
SR 1214 BOYKIN BRIDGE ROAD l8' BST
F_F_—_--
F F TO SR 1219
R-tW- w Wi
I �k 2�L �k
ANNE FAIRCLOTH
DB 1905 PG 705
PB 4 PG 120
END NCDOT PROJECT BP3.RO06.1
L- POT STA. 25 + 89.00
m