20240672 Ver1_R-5777 C Craven February 7 2024_20240207

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05
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
February 6, 2024
US Army Corps of Engineers
Washington Regulatory Field Office
2407 West 5th Street
Washington, NC 27889-1000
J.R. "JOEY" HOPKINS
SECRETARY
NC Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
ATTN: Mr. Tom Steffens, NCDOT Coordinator ATTN: Mr. Garcy Ward, NCDOT Coordinator
Subject: Application for Section 404 Individual Permit, Section 401 Water Quality
Certification, and Neuse Riparian Buffer Authorization for the proposed Upgrade to
US 70 from Thurman Road to the Havelock Bypass in Craven County. STIP No. R-
5777C. Debit $570 from WBS 44648.1.4
Dear Sirs:
The North Carolina Department of Transportation (NCDOT) proposes to upgrade the existing US 70
through Craven County. The Preferred Alternative originates at the northern terminus to the Havelock
Bypass (STIP No. R-1015) and continues to east of Thurman Road (SR 1116) at the southern terminus to
the US 70 Improvements in James City (U-5713/R5777A&B) in Craven County, North Carolina.
The purpose of this letter is to request approval for a Section 404 Individual Permit, Section 401 Water
Quality Certification, and Neuse Riparian Buffer Authorization. In addition to this cover letter, this
application package includes the following: ENG Form 4345, stormwater management plan, permit
drawings, roadway plans, State Historic Preservation Office (SHPO) concurrence letter, North Carolina
Division of Mitigation Services (NCDMS) Acceptance Letter, and 4B/4C meeting minutes.
Purpose and Need
This project is one of several that NCDOT is working on to improve the US 70 corridor, with the intent to
improve regional mobility and provide better connectivity between Raleigh and the seaport at Morehead
City, as well as to the military bases in Havelock and Goldsboro and to the Global Transpark in Kinston.
2015 Fixing America's Surface Transportation Act designated US 70 from I-40 in Garner to the port at
Morehead City as a high -priority corridor and future interstate (1-42). The intent of the 1-42 designation is
to benefit military interconnectivity, aid in economic development, create jobs and stimulate growth in
travel and tourism. In addition, US 70 is a designated hurricane evacuation route between the coast and the
1-95 interchange in Johnston County.
The purpose of this project is to add additional capacity and access management improvements to the US
70 corridor through Craven County, with the goal of providing local and regional benefits in traffic
operations and economic development. In addition, the project will address local community concerns
related to connectivity, access, and modal choice, including walking and biking.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER Website: www.ncdot.gov
RALEIGH NC 27699-1598

Project Description
The NCDOT proposes to upgrade US 70 to interstate standards from the Havelock Bypass (STIP No. R-
1015) to the east of Thurman Road (S.R. 1116) in Craven County, North Carolina. Improvements include
upgrading US 70 to interstate standards and constructing service roads as needed within the project study
area. The project is located within the planning jurisdictions of the City of Havelock, the City of New Bern,
and Craven County.
The project would upgrade US 70 to interstate standards for a distance of approximately 7 miles with grade -
separated interchanges at three locations: Stately Pines Road (S.R. 1106), West Fisher Road/East Fisher
Avenue (S.R. 1104), and West Camp Kiro Road/East Camp Kiro Road (S.R. 1112).
Existing driveway connections, intersections, and median crossovers will be removed, and service roads
will be extended along portions of the project to provide access for property owners and to ensure mobility
for local traffic. At the interchanges, roundabouts will be constructed where the US 70 on/off ramps connect
to the intersecting cross streets. Detailed descriptions of the proposed improvements are described below
in the Proposed Improvements section.
Project Schedule
R-5777C Construction Let was January 2023. The project is anticipated to be completed by June 7, 2028.
Right-of-way acquisition began in June of 2023 and construction is scheduled to begin in the second quarter
of 2025.
NEPA Document Status
The Type III Categorical Exclusion (CE) was certified on June 1, 2021, for the R-5777C project. An update
to the CE was provided through a Right -of -Way Consultation, on August 18, 2022. It was determined that
the proposed project is essentially the same as the proposed action described in the original CE. While this
project was not in the merger process, 4B and 4C interagency meetings were completed during the design
process. These documents are available at hiips:Hxfer.services.ncdot.gov/pdea/EnvironmentalDocs.
Independent Utility
The project has the following characteristics of independent utility:
1) The project connects logical termini and is of sufficient length to address environmental
matters on a broad scope.
2) The project is a useable and reasonable expenditure, even if no additional transportation
improvements are made in the area.
3) The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
Summary of Impacts
The CE anticipated that the Preferred Alternative would result in 1,579 linear feet of permanent impact to
jurisdictional streams and 1.73 acres of permanent impact to jurisdictional wetlands. The current design
prepared by the NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest
extent practicable. Proposed permanent impacts to jurisdictional areas total 1.555 acres of permanent
wetland impacts. Additionally, there is one wetland feature (WP) that is not being directly impacted in its
entirety but is being counted as a total take for the portion west of service road SRY4D, for a total of 0.039
acre. Including the total take, proposed permanent impacts to jurisdictional wetlands total 1.594 acres of

permanent wetland impacts. There will be 1,558 linear feet of permanent stream impacts (including 436
feet of intermittent streams, 926 feet of perennial streams and 196 feet of bank stabilization). There will be
355 linear feet of temporary stream impacts (including 177 feet of intermittent streams and 178 feet of
perennial streams) and 0.409 acre of temporary hand clearing impacts in wetlands. There are 162,336 sq.
ft. of riparian buffer impacts (including 102,956 sq. ft. in Zone 1 and 59,380 sq. ft. in Zone 2).
Table 1. R-5777C Jurisdictional Resources Impacts
Impact
Wetlands (ac)
Streams (If)
Riparian Buffer (sq. ft.)
Zones 1/2
Type
Perm
Temp
Perm
Temp
Zone 1
Zone 2
Neuse
River Basin
1.594
0.409
1,558
355
102,956
59,380
(HUC
03020204
Summary of Mitigation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible.
The proposed construction of R-5777C will result in unavoidable impacts to jurisdictional streams, riparian
wetlands, non -riparian wetlands, and Neuse River riparian buffers. The impact totals for R-5777C are
shown in Tables 3-6 below. NCDOT is utilizing NCDMS for compensatory mitigation for R-5777C.
North Carolina Division of Water Resources (NCDWR) mitigation requirements for permanent stream and
wetland impacts at the 1:1 ratio will be met under the United States Army Corps of Engineers (USAGE)
mitigation requirement ratio of 2: 1. Mitigation for the total take of Wetland WP, west of SRY41) at Site 20,
will be mitigated at the 1:1 ratio. Mitigation for Neuse River riparian buffers in Zone 2 will be mitigated at
the 1.5:1 ratio and Neuse River riparian buffers in Zone 1 will be mitigated at the 3:1 ratio. Mitigation is
not proposed for bank stabilization.
Resource Status
Water Resources Classification
The study area is located in the Piedmont Physiographic region of North Carolina. Jurisdictional features
within the project footprint are located in the Neuse River Basin {USGS Hydrologic Unit Code (HUC)
030202041 in Craven County.
Table 2. R-5777C Impacted Jurisdictional Streams
Stream Name
Number of Impacted
Unnamed Tributaries
(UT)
NCDWR Index Number
NCDWR Classification
Goodwin Creek
N/A
27-112-6-2
SC; Sw; NSW
Otter Creek
N/A
27-108
SC; Sw; NSW
UT to Otter Creek
6
27-108
SC; Sw; NSW
UT to Great Branch
1
27-101-40-3
C; Sw; NSW
UT to Brice Creek
2
27-101-40-(1)
C; Sw; NSW
UT to Neuse River
1
27- 104
SB; Sw; NSW

There are no Outstanding Resource Waters (ORW), High Quality Waters (HQW), WS-I waters, or WS-II
waters within 8 miles upstream or downstream of the study area. There are no streams within or 1.0 mile
downstream of the project area listed on the North Carolina 2022 Final 303(d) list of impaired waters for
sedimentation and turbidity. Detailed information about the type and quality of the streams can be found in
the Natural Resources Technical Report (NRTR, 2020). No stream that flows through the study area is
designated as a National Wild and Scenic River or a State Natural and Scenic River.
Jurisdictional Determination
Wetland delineations for the R-5777C project followed the 1987 Corps of Engineers Wetland Delineation
Manual (Environmental Laboratory, 1987) and the Regional Supplement to the Corps of Engineers
Delineation: Atlantic and Gulf Coastal Plain Region. Stream identification and classification followed the
NCDWR publication Identification Methods for the Origins of Intermittent and Perennial Streams.
Wetland and stream delineations were conducted for TIP R-5777C between June 2019 and November 2021.
Wetland and stream delineations were verified by the USACE and NCDWR in December 2019 and March
of 2020.
At this time, the USACE and NCDWR have not provided written verification of the resources within the
R-5777C project.
Impacts to Jurisdictional Resources
Utility Impacts
Project construction will entail the relocation of various utilities. A separate set of Utility Permit Impact
Drawings and Utility Buffer Impact Drawings are attached, and the totals are included in Tables 3 through
5 below. Underground utilities that cross features and are not accounted for at an impact site will be installed
through trenchless installation methods to avoid impacts to these features.
Jurisdictional Impacts
Tables 3 through 5 provide individual site impact amounts for wetlands, surface waters, and Neuse River
riparian buffers. The detailed permit drawings for R-5777C provide the station number, structure size/type,
and type of impact associated with each site. All impacts associated with R-5777C are located within the
Neuse River Basin.
Table 3. Wetland Impacts
Permit
Drawing Site
Number
NRTR
Label
Impact Type
Wetland Type
Permanent
Impacts (ac.)
Temporary
Impacts (ac.)
1
WA
Fill
Riparian
0.005
1
WA
Mechanized Clearing
Riparian
0.006
2
WB
Mechanized Clearing
Riparian
0.010
2
WB
Mechanized Clearing
Riparian
0.001
3
WC
Fill
Riparian
0.007
4
WD
Mechanized Clearing
Riparian
0.001
5
WE
Fill
Riparian
0.494
5
WE
Mechanized Clearing
Riparian
0.080
5
WE
Hand Clearing
Riparian
0.001
6
WE
Fill
Riparian
0.121
6
WE
Mechanized Clearing
Riparian
0.030

Permit
Drawing Site
Number
NRTR
Label
Impact Type
Wetland Type
Permanent
Impacts (ac.)
Temporary
Impacts (ac.)
6
WE
Hand Clearing
Riparian
0.032
7
WE
Fill
Riparian
0.126
7
WE
Mechanized Clearing
Riparian
0.050
7
WE
Hand Clearing
Riparian
0.043
8
WF
Mechanized Clearing
Riparian
0.007
9
WG
Fill
Riparian
0.062
9
WG
Mechanized Clearing
Riparian
0.014
9
WG
Hand Clearing
Riparian
0.004
10
WRR
Mechanized Clearing
Riparian
0.002
10
WRR
Hand Clearing
Riparian
0.002
10
WRR
Fill
Riparian
0.013
10
WRR
Excavation
Riparian
0.010
10
WRR
Hand Clearing
Riparian
0.029
15
WJ
Fill
Riparian
0.099
15
WJ
Excavation
Riparian
0.043
15
WJ
Mechanized Clearing
Riparian
0.033
15
WJ
Hand Clearing
Riparian
0.089
17
WL
Fill
Riparian
0.004
17
WL
Excavation
Riparian
0.019
17
WL
Mechanized Clearing
Riparian
0.016
19
WN
Fill
Riparian
0.022
19
WN
Mechanized Clearing
Riparian
0.025
19
WN
Fill
Riparian
0.010
19
WN
Mechanized Clearing
Riparian
0.012
20
WP
Fill
Non -riparian
0.069
20
WP
Mechanized Clearing
Non -riparian
0.008
20
WP
Hand Clearing
Non -riparian
0.005
22
WY
Fill
Riparian
0.138
22
WY
Mechanized Clearing
Riparian
0.018
22
WY
Hand Clearing
Riparian
0.019
Utility Site 4
WD
Hand Clearing
Riparian
0.037
Utility Site 6
WE
Hand Clearing
Riparian
0.065
Utility Site 9
WG
Hand Clearing
Riparian
0.018
Utility Site 10
WRR
Hand Clearing
Riparian
0.029
Utility Site 20
WP
Hand Clearing
Non -riparian
0.032
Utility Site 24
WAA
Hand Clearing
Riparian
0.001
Utility Site 25
WQQ
Hand Clearing
Riparian
0.003
20
WP
Total Take
I Non -riparian
0.039
HUC 03020204 Impact Total
1.594
0.409
Hand Clearing
0.409
Total Requiring Mitigation
1.594

Table 4. Surface Water Impacts
Permit
Drawing
Site
Number
NRTR Label
Impact Type
Stream
Flow
Permanent
Surface Water
Impacts (If)
Temporary
Surface Water
Impacts (If)
1
Goodwin Creek
RCBC
Perennial
40
1
Goodwin Creek
Fill
Perennial
19
19
1
Goodwin Creek
Fill
Perennial
54
11
7
SA
RCP
Perennial
6
15
7
SA
RCP
Perennial
91
7
SA
Dewatering
Perennial
15
7
SA
Bank Stabilization
Perennial
20
7
SA
Dewatering
Perennial
13
7
SA
Bank Stabilization
Perennial
25
7
SA
RCP
Perennial
156
7
SA
Dewatering
Perennial
9
7
SA
Bank Stabilization
Perennial
20
7
SA
Fill
Perennial
34
17
8
SB
RCBC
Intermittent
23
15
8
SB
RCBC
Intennittent
67
8
SB
Dewatering
Intennittent
22
8
SB
Bank Stabilization
Intermittent
30
8
SB
Dewatering
Intermittent
28
8
SB
Bank Stabilization
Intermittent
30
11
SC*
RCP
Intermittent
14
11
SC*
Fill
Intermittent
12
15
12
SD
RCP
Perennial
105
12
SD
Dewatering
Perennial
20
12
SD
Bank Stabilization
Perennial
16
13
SP*
RCP
Intermittent
18
13
SP*
Fill
Intermittent
20
11
14
SF
RCBC
Intermittent
7
14
SF
Dewatering
Intennittent
18
14
SF
Bank Stabilization
Intennittent
25
14
SF
Dewatering
Intermittent
10
14
SF
Bank Stabilization
Intermittent
30
14
SF
RCBC
Intermittent
11
14
SF
Fill
Intennittent
31
21
16
SG*
RCP
Intenmittent
33
16
SG*
Fill
Intermittent
20
7
18
SE*
RCP
Perennial
223
18
SE*
Fill
Perennial
26
10
18
SE*
Fill
Perennial
16
21
21
Si*
RCP
Intermittent
64
21
Si*
Fill
Intermittent
23
12
23
SO
RCP
Intermittent
93
18
24
Otter Creek
RCP
Perennial
126
18
24
Otter Creek
Fill
Perennial
30
10

HUC 03020204
Intermittent Stream Bank Stabilization
115
Perennial Stream Bank Stabilization
81
�4&
Intermittent Streams**
436
177
Perennial Streams**
926
178
Intermittent Stream Mitigation
232
Perennial Stream Mitigation
661
Total Requiring Mitigation
893
* Mitigation not required based on agency field review.
** Stream impacts without bank stabilization.
Table 5. Riparian Buffer Impacts
Allowable
Mitigable
Wetlands in
Buffer
Buffer
Drawing Site
NRTR Label
Zone 1
(sq. .)
Zone 2
(sq. .)
Zone 1
sq• f.)
Zone 2
sq• f.)
Zone 1
(sq. .)
Zone 2
(sq. .
)Number
1
Goodwin Creek
4,341
1,002
7
SA
14,348
9,430
1
23
7
SA
15,634
7,634
8,046
74
8
SB
4,861
3,266
8
SB
9,174
5,173
258
11
SC
4,005
2,651
12
SD
8,412
5,612
12
SD
3,451
2,307
13
SP
3,072
1,628
14
SF
5,968
3,782
14
SF
4,729
3,323
16
SG
3,802
1,503
23
SO
5,493
3,518
24
Otter Creek
10,307
3,839
Utility Site 7
SA
257
695
Utility Site 8
SB
1,289
1,471
Utility Site 23
SO
2,117
1,423
Utility Site 24
1 Otter Creek
1,696
1,123
HUC 03020204
Totals
36,379
18,853
66,577
40,527
8,305
97
Total Buffer Impacts
Requiring Mitigation
58,272
40,430
Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable
jurisdictional impacts. Avoidance measures were taken during planning and NEPA compliance stages;
minimization measures were incorporated as part of the project design.

Avoidance and Minimization:
All jurisdictional features were delineated, field verified, and surveyed within the corridor for R-5777C.
Using these features, preliminary designs were adjusted to avoid and/or minimize impacts to jurisdictional
areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of its
designs. Avoidance and minimization measures for R-5777C were further discussed during the 4B and 4C
meetings and are being implemented to the maximum extent practicable. Additional avoidance and
minimization measures are listed below.
• A Stormwater Management Plan (SWMP) has been created for the project and is included in this
package with the permit drawings.
• All major structures have been designed to minimize environmental and surface water impacts as
much as practicable.
• Key elements of the SWMP included the construction of permanent basins and the use of grassed
swales for stormwater treatment.
Six detention basins were used throughout the project and primarily designed to provide stormwater
treatment and minimize pre/post impacts.
0 Grassed swales were used for treatment when BMP design standards in sensitive watersheds could
be met.
0 Grassed swales were used to reduce flow velocity, promote sedimentation infiltration and runoff
attenuation; discharge velocities at jurisdictional features are non -erosive.
Utilities will be installed through trenchless installation methods where practicable.
0 Where possible, utilities were placed within the proposed roadway fill limits to avoid additional
impacts.
• Box culverts will be buried 1 foot below the existing streambed and backfilled with native
streambed material.
• Borrow and waste activities will occur outside of jurisdictional features.
• No staging of construction equipment or storage of construction supplies in jurisdictional
wetlands or streams.
• 3:1 slopes are used in wetland areas where possible.
• Hand clearing proposed at wetland locations where feasible.
• Rip rap pads are used at all storm drain system outlets to dissipate energy and reduce velocities.
Combensatory Mitigation:
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable.
The proposed construction of R-5777C will result in unavoidable permanent impacts to 1.594 acres of
riparian/non-riparian wetlands, 893 linear feet of jurisdictional streams, and 98,702 sq. ft. of riparian buffers
that will require mitigation. The wetland, stream, and buffer impacts are in the 8 digit hydrologic unit
03020204 of the Neuse River Basin.
The NCDMS will provide compensatory mitigation for the unavoidable impacts to wetlands, streams, and
riparian buffers (see attached NCDMS letter of acceptance).

Table 6. R-5777C Proposed Compensatory Mitigation
Riparian
Non -Riparian
Riparian Buffer (sq. ft.)
Mitigation Type
Wetlands (ac)
Wetlands (ac)
Streams (If)
Zones 1/2
Zone 1
Zone 2
Neuse River Basin
1.478
0.116
893
58,272
40,430
HUC 03020204
Federally Protected Species
The United States Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC)
Environmental Conservation Online System (ECOS) identified federally protected species protected by the
Endangered Species Act (ESA) within the study area. For each species, the presence or absence of habitat
is included below along with the Biological Conclusion rendered based on survey results.
Table 7. ESA federally protected species potentially occurring within the Study Area'
Scientific Name
Common Name
Federal
Status
Habitat
Present
Biological
Conclusion
Alligator mississippiensis
American alligator
T S/A
Yes
Not Required
Calidris canutus rufa
rufa red knot
T
Yes
No Effect
Chelonia m das
green sea turtle
T
No
No Effect
Dermochel s coriacea
leatherback sea turtle
E
No
No Effect
Laterallus jamaicensis
jamaicensis
eastern black rail
T
No
No Effect
L simachia as erulae olia
rough -leaved loosestrife
E
Yes
No Effect
M otis se tentrionalis
northern long-eared bat
E
Yes
MA-LAA
Necturus lewisi
Neuse River waterdog
T
No
MA-NLAA
Perim otis sub avus
tricolored bat
PE
Yes
MA-LAA
Picoides borealis
red -cockaded woodpecker
E
Yes
No Effect
Trichechus manatus
West Indian manatee
T
No
No Effect
1 IPaC data checked on January 12, 2024
E — Endangered, T — Threatened, T(S/A) — Threatened due to Similarity of Appearance, PE — Proposed endangered, MA-LAA —
May Affect, Likely to Adversely Affect, MA-NLAA — May Affect, Not Likely to Adversely Affect.
Biological Conclusions for ESA Listed Species
The CE addressed the analysis of potential effects on federally protected species. Since the CE was
approved there have been changes in status of several species that were listed or proposed for listing in the
study area. The Neuse River waterdog was proposed for listing when the CE was approved and has now
been officially listed as Threatened. The status of northern long-eared bat (NLEB) was changed from
Threatened to Endangered. Tricolored bat has been proposed for listing as Endangered within the study
area. Several species have been removed as potentially occurring within the study area including Atlantic
sturgeon, Carolina madtom, shortnose sturgeon, and sensitive joint -vetch. It was determined that the project
will have No Effect on all the officially listed species except for the northern long-eared bat and tricolored
bat which both had a biological conclusion of May Affect, Likely to Adversely Affect (MA-LAA) and
Neuse River waterdog which had a biological conclusion of May Affect, Not Likely to Adversely Affect
(MA-NLAA); see Table 7.
Rufa red knot
Suitable intertidal marine and estuarine shoreline habitat for the rufa red knot is present within the study
area. This area is located where USFS property abuts the Neuse River at Fisher's Landing Campground.

Sandy, intertidal beaches occur throughout this section of shoreline, making it a suitable migration stopover
location. However, due to the location of the shoreline distance from the project construction boundary,
the project will not affect the rufa red knot. Rufa red knot surveys were conducted on April 8 and April 16
of 2020. No rufa red knots were observed during these two spring migration surveys. A review of the
October 2, 2023 NCNHP dataset indicates no known rufa red knot occurrences within 1.0 mile of the study
area.
Rough -leaved loosestrife
Suitable habitat for rough -leaved loosestrife does exist in the study area along roadside rights -of -way,
within utility corridors, and along sufficiently sunlit upland/wetland interfaces. Three Oaks staff conducted
plant -by -plant surveys for rough -leaved loosestrife June 5-6, 2019. No plants were observed. An additional
survey is planned for mid -May 2024 to update the 2019 survey and confirm biological conclusion. A review
of the October 2, 2023 NCNHP dataset indicates no known rough -leaved loosestrife occurrences within 1.0
mile of the study area.
Northern long-eared bat
The USFWS has issued a programmatic biological opinion (PBO) in conjunction with the Federal Highway
Administration (FHWA), the US Army Corps of Engineers (USAGE), 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, The USFWS only considers NLEBs to be known or potentially found in 30 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 Craven County, where
R-5777C is located.
Neuse River waterdog
The Neuse River waterdog (NRWD) is listed as a Threatened Species. A NRWD Survey Report was
completed for this project in which a biological conclusion of May Affect, Not Likely to Adversely Affect
(MA-NLAA) was reached on March 6, 2020. A Neuse River Waterdog Habitat Assessment Memo was
completed to update the 2020 report for the R-5777C. A biological conclusion of May Affect not Likely to
Adversely Affect remains valid for this species. In a letter dated January 17, 2024 the USFWS concurred
that the project would not likely adversely affect the Neuse River Waterdog.
Tricolored bat
The USFWS 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 ESA for approximately five years
(effective through December 31, 2028) for all NCDOT projects with a federal nexus in Divisions 1-8, which
includes Craven County, where R-5777C is located.

Red -cockaded woodpecker
Suitable nesting (open to semi -open pine stands > 60 years of age) and foraging (open to semi -open pine
stands > 30 years of age) habitat for the red -cockaded woodpecker (RCW) does exist in the study area.
These forests receive prescribed fire treatments every 3-6 years and possess the necessary mid -story and
groundcover vegetative structure required by the red -cockaded woodpecker. Due to the presence of suitable
habitat within the study area, Three Oaks staff conducted RCW surveys within a half -mile radius of suitable
habitat located within the study area. RCW surveys were conducted November 20-21, 2019 and January
29-30 and February 17, 2020. A report documenting the results of these surveys is provided in Appendix
C. No RCW's or RCW cavities were found within the study area. One potential RCW start -cavity was
found within a half -mile of the study area on USFS property but was later determined by USFS staff to be
the product of pileated woodpecker activity as opposed to that of an RCW; however, USFS staff indicated
they would monitor the start -cavity to ensure this was indeed pileated woodpecker activity. A review of
the October 2, 2023 NCNHP dataset indicates no known RCW occurrences within 1.0 mile of the study
area.
Bald and Golden Eagle Protection Act (BGPA
In the July 9, 2007, Federal Register (72:37346-37372), the bald eagle was declared recovered and removed
(de -listed) from the federal list of threatened and endangered wildlife. This delisting took effect on August
8, 2007. After delisting, the Bald and Golden Eagle Protection Act (16 U.S.C. 668-668d) became the
primary law protecting bald eagles. Surveys of the study area and the area within 660 feet of the project
limits took place on November 20-21, 2019 and April 8 and April 16 of 2020. Surveys concluded that the
proposed project has potential foraging areas within 1.0 mile from the study area but will have no impact
on the bald eagle due to the absence of nest sites. A review of the October 2, 2023 NCNHP dataset identified
a historic record from 1971 within one mile of the study area. Although this occurrence occurs within the
study area, the lack of nests or observed eagles and the minimal impact anticipated, it has been determined
that this project will not affect this species.
Moratoria
No streams are subject to the anadromous fish construction moratorium within the proposed project
construction limits.
Essential Fish Habitat
The project will not impact any Essential Fish Habitat (EFH) identified by the National Marine Fisheries
Service (NMFS), and NMFS has not requested further consultation regarding EFH.
Cultural Resources
In March 2020, NCDOT architectural historians conducted an intensive -level survey of the two properties
identified (Tom Haywood Store (CV1044) and Croatan Presbyterian Church (CV 1385) in which they were
both determined not eligible for NRHP listing. The SHPO concurred with this finding on May 6, 2020.
Site 31CV241 is recommended eligible for the National Register of Historic Places (NRHP). The
archaeological site will not be impacted by the proposed design. Final Plans will identify the location of
High -Visibility Fencing (HVF) along the Proposed Right of Way/Control of Access (ROW/CA) or
Easement, whichever extends farthest into Parcel# 6-011-019 (U.S. Government Property, Deed Book
0336, Deed Page 0061), beyond which will be labeled as: "PROTECTED AREA." High -Visibility Fencing
will be installed prior to any clearing and grubbing operations, will be maintained for the construction
duration, and will not be removed until final project inspection.

Indirect and Cumulative Effects
Potential indirect and cumulative effects (ICE) attributable to the upgrade to US 70 from Thurman Road to
the Havelock Bypass project were analyzed in the CE. The project is anticipated to lead to a reduction in
travel time along the mainline, US 70. Population and employment within the project area are expected to
grow, but at modest rates, and local planners anticipate that available land will be developed over time,
whether the project is constructed or not. The City of New Bern, the City of Havelock, and Craven County
have plans and ordinances in place to effectively manage growth and development while protecting natural
resources within the project area.
It is anticipated that the project will not notably contribute to cumulative impacts to environmental resources
in the project area. The potential for the degradation of water quality does exist through erosion and stream
sedimentation. The stormwater management plan details measures taken to avoid and minimize these
potential project related impacts.
The notable natural environmental features found within the project area are provided multiple protections
under state and federal laws and local permitting ordinances. The cumulative effect of this project when
considered in the context of other past, present, and future actions, and the resulting impact on the notable
human and natural features, will not notably contribute to cumulative impacts to environmental resources
in the project area. Direct natural environmental impacts by NCDOT are minimized to the maximum extent
practicable while still serving the purpose of the project. All future development will be required to follow
local, state, and federal guidelines and permitting regulations. No significant indirect or cumulative impacts
to water quality are anticipated due to the construction of the R-5777C project.
FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway
regulations.
Regulatory Approvals
Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the
above described activities.
Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We are
providing this application to NCDEQ, for their approval. Authorization to debit the $570 Permit
Application Fee from WBS Element WBS 44648.1.4 is hereby given.
CAMA: Under separate cover, NCDOT is submitting a request for a CAMA Federal Consistency
Review from the N. C. Division of Coastal Management for R-5777C.
A copy of this permit application and its distribution list will be posted on the NCDOT website
at: https:Hconnect.ncdot.gov/resources/Environmental

Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Deanna Riffey at [e-mail] [phone].
Sincerely,
Michael Turchy !'
Environmental Coordinating and Permitting Group Leader
cc: NCDOT Permit Application Standard Distribution List

U.S. Army Corps of Engineers (USACE)
Form Approved -
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R.
Expires: 01-08-2018
The public reporting burden for this collection of information, OMB Control Number 0710-0003, is estimated to average 11 hours per response, including the time
for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of
information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services,
at whs.mc-alex.esd.mbx.dd-dod-information-collections(a)mail.mil. Respondents should be aware that notwithstanding any other provision of law, no person shall
be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT
RETURN YOUR APPLICATION TO THE ABOVE EMAIL.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act,
Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form
will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and
local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information
is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good
reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions)
and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
System of Record Notice (SORN). The information received is entered into our permit tracking database and a SORN has been completed (SORN #A1145b)
and may be accessed at the following website: http://dpcld.defense.gov/Privacy/SORNslndex/DOD-wide-SORN-Article-View/Article/570115/al l45b-ce.aspx
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Michael Middle - Last - Turchy
First - Middle - Last -
Company - NCDOT - Environmental Coordination and Permitting
Company -
E-mail Address -
E-mail Address -
6. APPLICANT'S ADDRESS:
9. AGENT'S ADDRESS:
Address- 1598 Mail Service Center
Address -
City -Raleigh State -NC Zip -27699 Country -USA
City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
[phone]
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
R-5777C (Upgrade to U.S. 70 from Thurman Road to Havelock Bypass, Craven County)
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
UT to Neuse River, UT to Brice Creek, Goodwin Creek, Otter Creek
Address
15. LOCATION OF PROJECT
Latitude: -N 34.988740 Longitude: -W-76.981956
City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, MAY 2018 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
Please see attached vicinity map.
18. Nature of Activity (Description of project, include all features)
Construction of US 70 Improvements in Craven County, North Carolina. The preferred alternative begins at the Havelock Bypass (STIP No. R-1015) and
ends east of Thurman Road (S.R. 1116), in Craven County. Interchanges will be constructed at Stately Pines Road (S.R. 1106), West Fisher Road/East
Fisher Avenue (S.R. 1104), and West Camp Kiro Road/East Camp Kiro Road (S.R. 1112). Full control of access is proposed.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of the project is to improve the traffic operations along the US 70 corridor and enhance regional connectivity in eastern
North Carolina
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Wetlands and streams will be impacted by construction activities, i.e., widening of road, interchanges, new locations, utility relocations, and installation of
drainage structures
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter.
or
Linear Feet See attached cover letter.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter.
ENG FORM 4345, MAY 2018 Page 2 of 3

24. Is Any Portion of the Work Already Complete? ❑ Yes �X No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- See attached list
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
" Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
-February-2024
SIGNATURE OF APPLIC T DATE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent
statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent
statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, MAY 2018 Page 3 of 3

Minutes from the Interagency 413 Hydraulic Design and Permit Review Meeting
R-5777C - Craven County
NCDOT CCA Technical Services Conference Room Col. C11 (Teams Hybrid)
July 12, 2023
Team Members:
Tom Steffens, USACE
Garcy Ward, NCDWR
Susan Locklear, NCDWR
Stephen Lane, NCDCM
Cathy Brittingham, NCDCM
Travis Wilson, NC WRC
James Harrison, NCDEQ
Amanetta Somerville, EPA
John Mintz, NCDCR
Lindsay Ferrante, NCDCR
Renee Gledhill -Earley, NCDRC
Minutes
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(not present)
(not present)
(not present)
(not present)
Participants:
Cadmus Capehart, NCDOT Division 2 DCE
Jordan Scott, NCDOT Division 2 Assist. DCE
Casey Whitley, NCDOT Division 2 PDU
David Kramer, NCDOT Division 2 Utilities
Byron Kyle, NCDOT DBU
Mike Sanderson, NCDOT EPU
Ray Lovinggood, NCDOT HU
Wes Chandler, NCDOT REU
Kristy Alford, NCDOT SMU
Philip Harris, NCDOT
George Hoops, FHWA
Chris Rivenbark, RK&K
Paul Cameron, HNTB
Pete Distefano, Balfour Beatty
Adam Freeman, STV
Joshua Kotheimer, STV
Brian Elam, Sungate Design Group
Jake Stanovich, Sungate Design Group
Tom Steffens opened the meeting and introductions were made by all in conference room
attendance.
Adam Freeman provided a brief overview of the project's purpose and roadway design
elements.
Brian Elam provided an overview of water bodies for which the project drains and stated
that treatment would be obtained mostly through grassed swales in the median and
outside ditches. He proceeded through the project plan sheets 4 through 33, reviewing
30% drainage design and site photos.
General
• Garcy Ward stated that the Stormwater Management plan would be required with
the grassed swale section completed for buffered areas requiring treatment.

• Garcy Ward noted that some proposed ditch notes referenced the wrong ditch
details throughout the plans.
• Tom Steffens noted throughout the plans that directional flow arrows of
waterways appeared to be incorrect in the FS file.
o The design build team will put together an FS file revision request for
flow arrows that need to be corrected.
• Rip rap dissipator pads in wetlands should be shown to scale throughout the
project.
• Tom Steffens noted plan sheet matchlines that needed to be added to clarify plan
sheet orientations around interchange sheet 7.
o Adam Freeman to have matchlines added or text corrected as noted.
• Brian Elam stated that rip rap toe protection was used throughout the project in
wetland and buffer areas, where natural ground slopes toward the proposed
roadway fill. It was concurred that rip rap toe protection should be shown only on
the fill slopes in wetland areas.
• Tom Steffens inquired about the use of end walls at the outlet ends of large pipe
crossings. The topic was discussed. Ray Lovinggood confirmed that the NCDOT
Hydraulics Unit does not have a guideline or policy requiring the use of end walls
at pipe outlets. Brian Elam mentioned that they were used in several areas
throughout the project to shorten pipe lengths only where ROW or other nearby
features were a concern.
o Cadmus Capehart to get back with the design build team regarding
Division 2 preference on use of end walls for large pipe outlets.
• Brian Elam asked if the use of geotextile fabric would be acceptable under rip rap
in the stream bed where channel stabilization is proposed. The topic was
discussed. Tom Steffens and Garcy Ward agreed that it was acceptable to use
geotextile under rip rap stabilization in jurisdictional streams.
• Proposed drainage from the adjoining R-5777A&B project to be shown where
applicable on plan sheets 25-28.
Plan Sheet 4:
• No comments.
Plan Sheet 5:
• Garcy Ward noted that proposed ditches were shown through wetlands along the
west side of-SRY1B-. Garcy and Tom stated that the proposed ditch depths
should be minimized to avoid adverse impacts to wetlands.
o Brian Elam stated that the proposed ditch was necessary to replace an
existing ditch and convey offsite drainage. Ditch depths to be minimized
to match existing.
• Brian Elam stated that an existing scour hole was present in Goodwin Creek, just
downstream of the existing 3'x4' RCBC under SR 1162. Rip rap scour hole and
bank stabilization will be used in Goodwin Creek at the proposed RCBC outlet.

o Garcy Ward stated that rip rap in outlet scour hole should be set at natural
stream bed elevation.
• Discussed alignment of culvert and phasing for RCBC at 15+12 -L-. Brian Elam
stated that the existing 48" RCP would be temporarily extended upstream so the
proposed RCBC could be constructed without having to convey flow through the
RCBC during construction.
• Jordan Scott asked if drainage area to Goodwin Creek was increasing.
o Brian Elam answered that drainage area to the Goodwin Creek outfall
would match pre/post and that preliminary pre/post peak flow was within
the acceptable NCDOT tolerance.
■ Drainage design to this outfall is still progressing and an outfall
analysis will be provided with the 100% drainage submittal.
• Tom Steffens noted that access to the existing cemetery in the quadrant between -
L- and -SRYC- may be compromised by removal of an existing drive pipe. Tom
also asked to be sure to keep CA fence outside of cemetery boundary.
o Brian Elam asked if the existing pipe could be retained to avoid potential
impacts to the cemetery.
■ Cadmus stated that Division 2 would need to investigate condition.
• Brian Elam — Pipe will be shown as replacement in
drainage plans.
o Adam Freeman stated that the fence was drawn along the boundary during
the pursuit and will be revised to be outside the boundary of the cemetery.
• Established existing ditches along SRY1C and replacing cross pipes.
• Susan Locklear asked about the 24" pipe size to the left of the RCBC outlet. Brian
Elam mentioned that it may be reduced to an 18" in final design.
• Established that swale over proposed RCBC would be ok for design.
Plan Sheet 6:
• Reviewed and discussed proposed 42" RCP under-SRY1C- and impacts to
wetland WC.
o Brian Elam stated that the proposed pipe will be set at the same inlet and
outlet elevation as the existing and rip rap placed in wetland WC at outlet.
o Tom Steffens stated that the pipe should not be set below wetland
substrate elevation. Rip rap to be shown to scale at outlet.
• Reviewed and verified the drainage area for the existing 24" RCP under US 70
goes to same Goodwin Creek outfall.
Plan Sheet 7:
• Garcy Ward asked about the pipe system discharging to Stream SA at Ramp D,
just downstream of the proposed cross pipe.
o Brian Elam stated that piping was used in lieu of new ditches to avoid
ditching through the buffer and asked if a ditch would be a better option
than piping. Garcy responded that ditching would be acceptable as long as
treatment was attained prior to entering the buffer and erosive velocities

were not a concern. If drainage can be ditched try to ditch on one side of -
Y1RPD-, as opposed to both.
• Brian Elam brought to attention that Stream SA gets steep and goes underground
just downstream of the-SRYIDY3C- cross pipe. Although not currently shown
with rip rap in the bed, Brian recommended stream channel stabilization be
considered at the outlet due to potential for high velocities.
o Garcy Ward, Travis Wilson — Verified that rip rap in the bed at this outfall
would be acceptable.
• Tom Steffens — Acceptable to use toe protection from approximate station 14+40
to 16+15-SRYIDY3C- RT, at pipe outlet, where proposed ditch daylights just
above the wetland boundary.
Plan Sheet 8:
• Brian Elam stated that toe protection in wetland WG along-SRYIDY3C- will be
adjusted to fill slope only.
o Ray Lovinggood asked that applicable details also be corrected to show
the rip rap only on the fill slope in wetland areas.
Plan Sheet 9:
• Verified treatment will be provided for swales flowing towards proposed 2GI's in
the grassed median.
• Brian Elam mentioned that wetland WRR was shown to be encroaching into the
edge of pavement along Manners Beach Road. A request was made to review
limits of this wetland.
Plan Sheet 10:
• Cross pipe at station 94+57 -L-, conveying Stream SD, discussed. Brian Elam
stated that there was not enough room between the proposed outlet and an
existing 48" HDPE, conveying flow offsite, to provide an open channel. An
OTCB will be used to connect the new cross pipe to the existing 48" HDPE. Brian
asked if there was any benefit to burying the inlet side of the proposed cross pipe
if the outlet end could not be buried. Are there concerns with potential head cut?
o Garcy Ward and Travis Wilson agreed that it would be acceptable not to
bury the inlet end of the proposed cross pipe.
o Ray Lovinggood concurred with Garcy and Travis regarding non -burial.
o Travis Wilson asked if the proposed pipe would be perched inside the
OTCB. Brian Elam answered that it would not be perched, and inverts
would be matched.
• Garcy questioned the gap in Stream SD just upstream of US 70.
o Brian Elam to add this site to existing list of corrections need in FS and
WET files.

Plan Sheet 11 - 16:
• No comments.
Plan Sheet 17:
• Proposed RCBC crossings under -L- and-SRY4B- discussed.
o Tom Steffens questioned the purpose of the additional wildlife crossing
barrel under -L-. Travis Wilson stated that the wildlife crossing barrel was
a request from the Forest Service.
Plan Sheet 18:
• Garcy Ward stated that basins are allowable in zone 2 with prior authorization
given that treatment requirements are being met. However, if zone 1 vegetation is
impacted by the presence of the basin in zone 2, then the basin is not allowable.
Preferred to keep basins completely out of buffer zones.
Plan Sheet 19:
• Discussed wetland WL and ditching. Tom asked about existing drainage patterns.
Brian responded that existing roadway ditch spills to wetland and ultimately
drains to cross pipe under River Bluffs Drive. Existing ditch and cross pipe
elevations to be maintained to the maximum extent practical.
Plan Sheet 20:
• Brian Elam stated that Stream SE was highly degraded just upstream of the
existing US 70 cross pipe and rip rap would be used in the proposed inlet channel
to stabilize. Photos reviewed and discussed. Cadmus and Division 2 staff was not
aware of previous maintenance issues here.
• Tom Steffens questioned bank stabilization detail 20-5 and the statement "press
riprap into the Channel Bottom Until Refusal".
o Verbiage to be refined to remove "Until Refusal" requirement.
Plan Sheet 24:
• Ray Lovinggood agreed with use of end walls where proposed pipes were close to
existing railroad ROW.
• Wetland WP and impacts created by the-SRY4D- alignment and proposed 36"
cross pipe discussed.
o Tom Steffens asked if an equalizer pipe was necessary or if it would be
better to move the proposed 36" cross pipe down to the wetland.
■ Brian Elam responded that moving the proposed 36" cross pipe
would result in need for ditching through the wetland.

• Tom Steffens requested that the 36" cross pipe be realigned
with the existing ditch and wetland be left as is to spill to
new cross pipe. Wetland WP, west of-SRY4-, should be
considered a total take.
• Susan Locklear inquired if the Fred Scott Smith parcel cornered by-SRY4B- and
-Y4- would be a total take by right-of-way to be used as an infiltration site.
o Brian Elam stated that it appears there may be an existing septic system on
the property and that Dry Detention Basins #7 (between SRY413 and
Y4RPB) and #8 (between SRY4A and Y4RPA) would be used in lieu of
the parcel to treat stormwater and promote infiltration.
• Tom Steffens — Inquired about property access being removed in the Camp Kiro
interchange quadrants C & D.
o Brian Elam responded that those parcels losing access due to the new
location of the ramps would be receiving access on the opposite end of the
parcel via service roads.
o Adam Freeman responded that it was NCDOT policy not to provide
driveways to existing parcels that did not currently have access.
Plan Sheet 22 - 25:
• No comments.
Plan Sheet 26:
• Tom Steffens questioned existing drainage patterns around wetland WY.
Specifically, if an existing ditch drained towards the RR and if the project was
redirecting that drainage.
o Design Build Team to investigate drainage patterns as flow arrows could
be incorrect. Brian Elam responded that the proposed design does not
divert and water draining towards the rail eventually gets back to the US
70 cross pipe via Stream SJ.
• Garcy asked that drainage to be installed under the previously permitted R-
5777A/B project should be shown for clarity.
Plan Sheet 27 - 31:
• No comments.
Plan Sheet 32:
• Stream SO and Otter Creek crossing under -Y1- reviewed and existing
topography challenges discussed.
o Request to extend Stream SO location upstream of the project already
sent. Garcy asked that Otter Creek, downstream of the -Y1- alignment,
location be revised to connect gap.

• Pete Distefano mentioned that the 2 cross pipes conveying Otter Creek and
Stream SO under -Y1- may be lengthened for traffic and construction phasing
purposes.
Plan Sheet 33:
• No comments.
-Meeting Adjourned.

Minutes from the Interagency 4C Hydraulic Design and Permit Review Meeting
R-5777C - Craven County
NCDOT CCA Structures Conference Room Col. C4 (Teams Hybrid)
December 13, 2023
Team Members:
Tom Steffens, USACE
(present)
Garcy Ward, NCDWR
(present)
Susan Locklear, NCDWR
(present)
Stephen Lane, NCDCM
(present)
Cathy Brittingham, NCDCM
(present)
Travis Wilson, NC WRC
(present)
James Harrison, NCDEQ
(not present)
Amanetta Somerville, EPA
(not present)
Renee Gledhill -Earley, NCDNCR
(not present)
Minutes
Participants:
Cadmus Capehart, NCDOT Division 2 DCE
Jordan Scott, NCDOT Division 2 Assist. DCE
Brad McMannen, NCDOT Division 2 RE
Byron Kyle, NCDOT DBU
Malcolm Watson, NCDOT DBU
Todd Lapham, NCDOT DBU
Paul Mohler, NCDOT EAU
Deanna Riffey, NCDOT ECAP
Mike Sanderson, NCDOT EPU
Ray Lovinggood, NCDOT HU
Kristy Alford, NCDOT SMU
Dylan Clark, NC OSA
Mandy Posgai, NC OSA
Luan Cao, NC SHPO
Allyson Conner, USFS
Chris Rivenbark, RK&K
Paul Cameron, HNTB
Jon Nance, Mott MacDonald
Pete Distefano, Balfour Beatty
Keith Nixon, Balfour Beatty
Kevin Bailey, STV
Adam Freeman, STV
Joshua Kotheimer, STV
Chris Sheldon, STV
Brian Elam, Sungate Design Group
Jake Stanovich, Sungate Design Group
Mike Sanderson opened the meeting and introductions were made by all in conference
room attendance and on Microsoft Teams.
Kevin Bailey provided a brief overview of the project's purpose and roadway design
elements.
Brian Elam proceeded through the wetland and surface water and buffer drawings for
both project roadway and utility impacts.

General
• Ray Lovinggood asked who the lead agency was for the project.
o It was discussed and ultimately Tom Steffens replied that it was the
FHWA.
• Susan Locklear asked if the NC-SELDM Catalog had been used for the project.
o Brian Elam replied that a preliminary run had been set up but not
completed project wide. He identified that treatment for the project would
be provided via grass swales and 6 dry detention basins.
o Susan asked if at a minimum that the largest, most critical crossings could
be evaluated using the NC-SELDM Catalog.
o Brian Elam replied that Sungate Design Group would use the tool and
review output on several of the larger jurisdictional crossings.
o It was mentioned that the project may pre -date NC-SELDM.
• Dylan Clark remarked the Office of State Archaeology would work with the
NCDOT Environmental Analysis Unit regarding historic cemeteries within
impact areas and buffers.
• Chris Rivenbark requested that all quantities shown in the impact summary tables
be shown to the thousandth, which differs from guidance found in the current
version of NCDOT's Permit Drawing Guidelines.
• Deanna Riffey mentioned that someone from REU needed to review the permit
drawings and recommend any additional quantities that may be needed for hand
clearing.
o Chris Rivenbark remarked that a token increase would be around 10%.
o Kevin Bailey mentioned that he already had REU listed to receive the
revised permit drawings incorporating the comments made during the 4C
meeting.
• Brian Elam asked about showing buffer zone lines in the Wetland and Stream
Permit Drawings.
o Tom Steffens and Garcy Ward said to leave the lines in the plan set.
■ Decision is consistent with statement in the current NCDOT
Permit Drawing Guidelines, "Riparian Buffer Zones should be
reflected on the wetland / stream permit plan view".
Wetland and Stream Permit Drawings
Stormater Management Plan:
• Garcy Ward asked if rock checks could be added to the swale ending at 25+70 -
SRY4B- RT on PSH 17, which showed up orange in the SMP.
o Brian Elam confirmed that Sungate Design Group would add water quality
rock checks at this site.

Site 1 (Sheet 3 of 87):
• Garcy Ward asked if the median ditch goes over top of the culvert.
o Brian Elam responded that the median ditches on both sides of the culvert
(Upstream: Between -L- and-SRY1B-; Downstream: Between -L- and -
SRY1C-) flow over top of the RCBC and reviewed on permit drawings
sheet 9.
• Deanna Riffey asked if the inlet channel could be identified as bank stabilization.
o Discussed that the channel is being relocated and could not be described as
only bank stabilization. Inlet channel detail to remain as shown.
• Tom Steffens asked if the ditch, right of the culvert inlet channel, was lined with
rip rap.
o Brian Elam responded that the last 180ft of the ditch was rip rapped due to
the steeper grade.
• Deanna Riffey asked if the portion of the existing channel upstream of the inlet
channel needed bank stabilization.
o The area was reviewed and discussed. Ultimately it was decided that the
inlet channel and rip rap would remain as currently shown.
• Tom Steffens asked if the boundary to the cemetery on roadway sheet 5 would be
marked. If so, notation should be added to the plans.
o Cadmus Capehart expanded the question by asking the confidence of the
current cemetery boundary.
o Paul Mohler said that he had placed the boundary based on gps points.
o Byron Kyle said that L&S would check and verify the location of the
boundary.
■ A follow up virtual Teams meeting was held on 12115 with Byron
Kyle, Kevin Bailey, Paul Mohler, Joshua Kotheimer, Brian Elam,
Jon Nance and Adam Freeman. Byron mentioned that that a
shapefile was available delineating the GPSpoints. The shapefile
will be compared to the Final Survey to verify consistency.
Site 2 (Sheet 3 of 87):
• Garcy Ward mentioned the wetland boundary polygon had changed since the 4B
meeting.
o Brian Elam mentioned there were 2 wetland files for the project. One used
gps points to delineate the wetland boundaries (R-5777C_WET.dgn),
whereas the other used survey shots to establish the boundaries
(r5777c_nat wet s.dgn).
o Byron Kyle confirmed that the "wet s" file used survey shots to establish
the wetland boundaries.
o Tom Steffens noted that the permits should show the surveyed wetlands.
Site 3 (Sheet 10 of 87):

• Brian Elam mentioned that the provided set of permit drawings did not include a
representative cross section sheet for the site 3 wetland impacts. A cross section sheet
will be added in the final permit drawing for site 3.
• No additional comments.
Site 4 (Sheet 10 of 87)
• No comments.
Site 5 (Sheet 13 of 87):
• Brian Elam stated that during preliminary permit drawing reviews a potential for
reducing wetland impacts was identified inside the -Y1- Loop D alignment, where 4:1
fill slopes were currently being used.
o Cadmus Capehart stated that 4:1's were preferred by NCDOT for
maintenance and slope stability.
o Tom Steffens asked which quantity was being reported in the
summary.
■ Brian Elam replied that the 4:1 quantity was being reported.
o Garcy Ward noted that DWR does not typically allow slopes shallower
than 3:1 within wetland areas.
o Deanna Riffey asked if this was the only area on the project where a
4:1 slope was being used in a wetland. Brian Elam responded that it
was.
o Cadmus Capehart confirmed that using 3:1 slopes in the -Y1- Loop D
area, with toe protection, would be acceptable.
• In preliminary permit drawing reviews, Chris Rivenbark identified a potential
wetland restoration site where existing Stately Pines Road splits wetland WE.
o Tom Steffens asked if there were any other similar situations on the
project. Brian Elam stated that there were not. The limited potential
acreage of restoration was discussed.
o Cadmus Capehart said that he would prefer not to have a permanent
easement in the area requiring maintenance.
o All concurred to leave the 3ft base ditch as shown.
Site 6 (Sheet 13 of 87):
• No comments.
Site 7 (Sheet 13 of 87):
• In regard to the-SRYIDY3C- pipe crossing, Tom Steffens asked how the
contractor could pump from the mechanized clearing area to the hand clearing area
for excavation.

o Pete Distefano replied that since it is a low flow area, a machine would not
be needed.
o Deanna Riffey asked if excavation is expected in the area and what was
happening with the small portion of wetland outside of the easement.
■ Brian Elam replied that no excavation is expected in the hand
clearing area and that the small portion outside of the easement
would not be impacted during construction and is outside of right
of way and construction easement.
o Tom Steffens stated to leave the area as hand clearing but would need to
be reviewed during construction if methods of dewatering change.
Site 8 (Sheet 29 of 87):
• Deanna Riffey asked if the outlet channel for the most upstream box culvert under
-L- could be described as bank stabilization.
o Garcy Ward expanded on the question by asking if the rip -rap would be
placed below the ordinary highwater mark, and if so, then it should be
shown as a stream impact and not described as bank stabilization.
o Brian Elam explained the proposed culvert outlet channel detail shows rip -
rap to be embedded below the channel bottom, therefore it would be
below the ordinary highwater mark.
o The decision to leave the detail as shown was agreed upon by everyone
and the stream impact, for the outlet channel of the -L- box culvert, would
not be described as bank stabilization.
• Brian Elam mentioned that the provided set of permit drawings did not include a
representative cross section sheet for the site 8 wetland impacts. A cross section sheet
will be added in the final permit drawing for site 8.
Site 9 (Sheet 29 of 87):
• No comments.
Site 10 (Sheet 29 of 87):
• No comments.
Site 11 (Sheet 36 of 87):
• No comments.
Site 12 (Sheet 40 of 87):
• Garcy Ward wanted to verify that the unburied 60" pipe would be at bed elevation
and not perched.
o Brian Elam confirmed the pipe would be at bed elevation and not perched.

• Garcy Ward asked about what was happening with the special grading median
ditch ending —50' short of the inlet side of the 60" pipe.
o Brian Elam confirmed that the ditch was above the pipe and ties to the
typical median ditch between -L- and the service road.
• Meeting attendees were informed that the inlet side PUE would be going away
since PNG would be responsible for obtaining PUE for their gas line relocation.
o Chris Rivenbark remarked that it was typical to account for any utility
relocation impacts that are required for construction of the project.
■ Stephen Lane agreed and said any impacts caused by the project
need to be shown and accounted for despite the responsible party.
• Stream / wetland and buffer impacts associated with utility
relocations will be shown and separate Utility Permit
Drawings.
o Paul Mohler said the area to the plan view right side of the inlet needed to
be cleared with the NC Forest Service, regarding Section 106 properties.
■ A follow up virtual Teams meeting was held on 12115 with Byron
Kyle, Kevin Bailey, Paul Mohler, Joshua Kotheimer, Brian Elam,
Jon Nance and Adam Freeman. Potential encroachment into
Archaeological Site 31 CV241 at permit Site 12 was discussed.
Paul Mohler stated no additional investigation of the
archeological site would be necessary if the limits of construction
remained within 65ft of the existing right of way. There will need
to be high visibility fencing installed along the easement line to
protect the archeological site from additional impacts.
Site 13 (Sheet 40 of 87):
• No comments.
Site 14 (Sheet 45 of 87):
• No comments.
Site 15 (Sheet 45 of 87):
• No comments.
Site 16 (Sheet 54 of 87):
• No comments.
Site 17 (Sheet 58 of 87):
• No comments.

Site 18 (Sheet 62 of 87):
• Deanna Riffey asked if the outlet channel should be noted as bank stabilization.
o Brian Elam confirmed that since the channel was being relocated, the
proper detail and notation was used.
Site 19 (Sheet 62 of 87):
• No comments.
Site 20 (Sheet 66 of 87):
• Tom Steffens asked that the quantities be divided between what is permanent
wetland fill and what will be total take due to loss of function (2:1 vs. 1:1
mitigation).
o Deanna Riffey had the same request.
o Both expressed a desire to add notes to plans or summary to indicate what
portion applied to what ratio.
o Garcy asked if we should shade the area that will be a total take. Chris
Rivenbark recommended not shading or hatching the total take area,
stating that on past projects if a wetland area has been hatched in the
plans, it indicates to the contractor that it is ok to impact.
o Everyone agreed that the note in the summary table should be amended to
state that the total take acreage is not accounted for in the impact summary
table and add "Fill MIT=2:1" and "Total Take MIT=1:1".
Site 21 (Sheet 73 of 87):
• No comments.
Site 22 (Sheet 77 of 87):
• No comments.
Site 23 (Sheet 82 of 87):
• No comments.
Site 24 (Sheet 82 of 87):
• No comments.
Impact Summary (Sheets 84 — 87)
• No additional comments.

Buffer Permit Drawings
Site 1 (Sheet 2 of 13):
• Garcy Ward asked what the ditch clean out notes included.
o Brian Elam said it included lowering the ditch bottom to provide positive
slope for filled in ditches and that the side slopes in the existing ditch were
flat.
o Everyone agreed that a note be added to indicate that slopes "3:1 or
flatter" should be used.
• Deanna Riffey asked if the inlet side of the culvert was included.
o Brian Elam stated that Goodwin Creek, upstream of US 70, was not
subject to the Neuse River Buffers.
o Deanna Riffey inquired about the reason it was not buffered upstream of
US 70.
o Brian Elam commented that it either did not show up as a blue line in the
USGS map or a brown line on the soils map. Josh confirmed this was
consistent with the PJD and NRTR.
Site 7 (Sheet 3 of 13):
Garcy Ward asked if the top portion of the impacts could be reduced.
o Chris Rivenbark asked if a gap should be shown around the existing
utilities.
■ Deanna Riffey had the same concerns.
o Everyone agreed that the impacts would remain as shown.
• Garcy Ward asked that transition stone be shown for the roadway drainage system
entering the buffer on the right side of the outlet.
o Brian Elam replied that transition stone would be added.
Site 8 (Sheet 6 of 13):
• Deanna Riffey asked if impacts within the buffers to the wood line was needed.
o Susan Locklear asked if there would be disturbance in the area.
■ Garcy Ward commented that if it would be disturbed, then the
impact must be shown.
■ Chris Rivenbark remarked that despite the area being maintained
as it is now, the use of the buffer would change from utility to
roadway. Therefore, it should be shown.
o Everyone agreed that the area discussed would remain hatched as buffer
impacts.

Site 11 (Sheet 7 of 13):
• No comments.
Site 12 (Sheet 8 of 13):
• Brian Elam stated that the PUE and construction easements at the site would be
reduced in the final permit drawing set, thus reducing the buffer impacts.
Site 13 (Sheet 8 of 13):
• Garcy Ward remarked that the existing gravel to proposed gravel driveways did
not need to be shown. He added that existing soil driveways to proposed gravel
did need be shown.
o Brian Elam confirmed that these changes would be made throughout the
project.
■ Adjustments to buffer impacts for existing driveways applied to
Site 1, Site 13 and Site 16.
Site 14 (Sheet 9 of 13):
• No comments.
Site 16 (Sheet 10 of 13):
• See Site 13 comments above.
Site 23 and 24 (Sheet 11 of 13):
• Garcy Ward and Chris Rivenbark requested the mitigable quantities be moved to
the allowable quantities for site 24.
o Garcy Ward remarked that moving the PUE clearing required for utilities
should not cause the quantities to be pushed over due to different use.
Utility Wetland and Stream Permit Drawings
Site 4 (Sheet 2 of 14):
• No comments.
Site 6 (Sheet 4 of 14):
0 No comments.

Site 10 (Sheet 7 of 14):
• Chris Rivenbark asked for all of the utility pole impacts to be shown as fill in the
wetland and to report the area based on the size of the proposed utility pole
symbol.
o Stephen Lane agrees.
o Brian Elam said Sungate Design Group would change the quantities as
requested.
Site 25 (Sheet 9 of 14):
• No comments.
Site 20 (Sheet 10 of 14):
• No comments.
Site 24 (Sheet 13 of 14):
• No comments.
Impact Summary (Sheet 14 of 14):
• Chris Rivenbark said to keep the utility pole impacts as a note due to power pole
structures being accounted for differently.
Utility Buffer Permit Drawings
General
• Garcy Ward asked if there were any areas where the PUE buffer impacts were
strictly underground or aerial.
o Each PUE area within a buffer was looked at and determined that both
underground and aerial impacts were present at each site.
Site 7 (Sheet 2 of 7):
9 No comments.

Site 8 (Sheet 4 of 7):
• No comments.
Site 12 (Sheet 5 of 7):
• This site will be going away. See "Site 12 (Sheet 40 of 87)" comments under the
"Wetland and Stream Permit Drawings" section above.
Site 23 (Sheet 6 of 7):
• No comments.
Impact Summary (Sheet 7 of 7):
• Chris Rivenbark asked for all the checks under the "type" column be removed.
At the conclusion of the meeting, Kevin Bailey mentioned that the USACOE 404 permit
application needed to be submitted by mid -January to maintain the schedule.
Meeting Adjourned.

DocuSign Envelope ID: A4879A5F-F593-4FB5-8E36-49F92ECF75D7
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
May 6, 2020
MEMORANDUM
TO: Mary Pope Furr, Senior Architectural Historian
NCDOT/EAU/Historic Architecture Group
FROM: Renee Gledhill -Earley
Environmental Review Coordinator
Office of Archives and History
Deputy Secretary Kevin Cherry
mfurrkncdot.gov
SUBJECT: Historic Structures Survey Report, R-5777C, US 70 Improvements from SR 1116 (Thurman Road)
to the Havelock Bypass, Craven County, ER 20-0790
Thank you for your March 30, 2020, memorandum transmitting the above -referenced report. We have reviewed
the submittal and offer the following comments.
We concur that the following properties are not eligible for listing in the National Register of Historic Places
due to the loss of historic integrity and not possessing the level of significance necessary to meet the National
Register Criteria for Evaluation.
■ Tom Haywood Store, 6241 East US 70 Highway (CV1044)
■ Croatan Presbyterian Church, 6375 East US 70 Highway (CV1385)
All other identified resources, listed in the Appendix, do not warrant further evaluation due to lack of historic
significance and/or integrity.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental. reviewng,ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

DocuSign Envelope ID: A4879A5F-F593-4FB5-8E36-49F92ECF75D7
Project Tracking No.:
19-03-0022
o4 ARCHAEOLOGICAL SURVEY REQUIRED FORM
' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not _
, valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group. 'Cl
PROJECT INFORMATION
Project No: R-5777C County: Craven
WBSNo: 44648.1.4 Document: Federal CE
F.A. No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USACE (anticipated)
Project Description: NCDOT's Division 2 proposes to improve US 70 from east of East Thurman Road
to the proposed Havelock Bypass in Craven County. Upgrading the roadway to a freeway and
constructing service roads will help facilitate better traffic flow, decrease congestion, and accommodate
future interstate standards. Since Preliminary Design Plans have not been developed yet, a large Study
Area has been generated in order to facilitate environmental planning purposes at this stage. The Study
Area varies greatly in width along the corridor, encompassing about 1,105 acres, inclusive of the existing
roadway and any modern development.
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEYREQUIRED
Brief description of review activities, results of review, and conclusions:
This project was accepted for review on Wednesday, April 3, 2019. Background information for the
Study Area has been compiled from various sources beginning on Thursday, April 4, to Monday, April
15, 2019. Portions of the Study Area have been previously surveyed as part of NCDOT's Havelock
Bypass Project (TIP# R-1015), previous US 70 improvements (TIP# R-5777 [PAs 17-09-0015 and 17-09-
0016]), and USFS Timber Sales (Flanner Beach Compartment [OSA Biblio# 2962]). As a result of those
surveys as well as others conducted in the area, over 50 archaeological sites have been recorded within a
half -mile buffer of the Study Area, several of which have been deemed eligible for the National Register
of Historic Places (NRHP). Digital copies of HPO's maps (Havelock, New Bern, Upper Broad Creek,
and Catfish Lake Quadrangles) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) were
reviewed on Thursday, April 18, 2019. There are at least four (4) known historic architectural resources
located within or adjacent to the Study Area; however, intact archaeological deposits associated with
these resources are not anticipated within the footprint of the proposed project. In addition, topographic
maps, historic maps (NCMaps website), USDA soil survey maps, and aerial photographs were utilized
and inspected to gauge environmental factors that may have contributed to historic or prehistoric
settlement within the project limits, and to assess the level of modern, slope, agricultural, hydrological,
and other erosive -type disturbances within and surrounding the Study Area.
This is a state -funded project for which a Federal permit is anticipated. In addition, there is the potential
for future federal funding to be received for this project. Permanent/temporary easements will be
necessary, although the need for additional ROW was not conveyed as part of the request. The size and
shape of the Study Area, however, have been drawn in a way to capture any possible ground -disturbing
activities associated with this project beyond NCDOT's existing ROW. At this time, we are in
compliance with NC GS 121-12a, since there are no eligible (i.e. National Register -listed) archaeological
resources located within the project's Study Area that would require our attention. From an
`ARCHAEOLOGICAL SURVEY REQUIRED "form for Minor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
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DocuSign Envelope ID: A4879A5F-F593-4FB5-8E36-49F92ECF75D7
Project Tracking No.:
19-03-0022
environmental perspective, the Study Area falls along a sparsely developed corridor between the cities of
New Bern and Havelock within the Coastal Plain physiographic region of North Carolina. The Study
Area consist of numerous soil types, most of which are categorized as somewhat poorly drained (La, Le,
and Ly soils), poorly drained (Gr, Me, and Ra soils), and very poorly drained (Ba, Min, and Pa soils).
Such soil types would be considered to have a low probability for intact archaeological resources to be
present. However, pockets of relatively level terrain with well -drained soil conditions are present within
the Study Area and warrant some form of archaeological investigation. Such areas consist of: 1)
Goldsboro loamy fine sand, 0-2% slopes (GoA), 2) Onslow loamy sand (On), 3) Norfolk loamy fine sand,
2-6% slopes (NoB), and Suffolk loamy sand, 10-30% slopes (SuD) and would be considered to have a
moderate probability for archaeological deposits to be found. The Office of State Archaeology (OSA) has
reviewed numerous projects within the vicinity of the Study Area for environmental compliance,
including timber sales, commercial and residential development, transportation improvements, FEMA
concerns, solar farms, and wetland mitigation work. Several archaeological surveys have been conducted
in the vicinity based on recommendations put forth by OSA based on the presence of known
archaeological and historic sites as well as favorable topographic settings within large swaths of
undeveloped (and undisturbed) property. As mentioned before, over 50 archaeological sites have been
documented in the vicinity of the Study Area as a result of those surveys. Within five (5) miles of the
Study Area, NCDOT's Archaeology Group has reviewed at least five (5) transportation -related projects
for environmental compliance under the Programmatic Agreement (PA) with the State Historic
Preservation Office (NC-HPO), one of which can be considered an extension of the currently proposed
project (i.e. TIP# R-5777 [PAs 17-09-0015 and 17-09-0016]). An archaeological survey was
recommended and conducted for only the TIP# R-5777 project, because it traversed a portion of the New
Bern Battlefield as well as sections of well -drained upland -like setting overlooking a perennial water
source. Results from that survey are pending. In addition, there are at least five (5) cemeteries located
within or adjacent to the Study Area. Additional documentation regarding these resources will be
necessary. Based on the information presented here, an archaeological survey is recommended.
Therefore, a visual inspection of the Study Area should be conducted, followed then by systematic
archaeological excavations within areas of moderate to high archaeological probability. All cemeteries (if
any) should also be properly recorded and delineated if any occur within or adjacent to the Study Area.
None of the property within the Study Area that would requires further investigation is owned by the
State of North Carolina so a State Archaeological Resources Protection Act (ARPA) permit should not be
necessary. Should the description of this project change or design plans be made available prior to
construction, additional consultation regarding archaeology will be required.
*We can complete these investigations by using one of the Archaeology Team's on -call firms or if
Division would like to manage and complete the survey, they can use an NCDOT prequalified
archaeologist under contract with one of the Division's on -call firms. We can provide a scope of work for
the Division to use, but we do need to know within seven days which path the Division plans to
follow. All products produced by the Division's consultant will need to be submitted to the Archaeology
Team for review, acceptance, and submittal to the Office of State Archaeology as per the Programmatic
Agreement. We would be happy to discuss this approach with you.
**This project falls within a North Carolina County in which the following federally recognized Tribe(s)
has expressed an interest: Catawba Indian Nation. It is recommended that you contact each federal
agency involved with your project to determine their Section 106 Tribal consultation requirements.
Please know that no State -recognized tribes have expressed interest in activities within this county.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
`ARCHAEOLOGICAL SURVEY REQUIRED "form for Minor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
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DocuSign Envelope ID: A4879A5F-F593-4FB5-8E36-49F92ECF75D7
Project Tracking No.:
19-03-0022
FINDING BY NCDOT ARCHAEOLOGIST —SURVEY REQUIRED
i�Cu.R� 7Md�G�
NCDOT ARCHAEOL
PROPOSED FIELDWORK COMPLETION DATE
April 18, 2019
Date
October 18, 2019
1.
�r
r
i
i
jq
i
X
Z' �4 '45 %4'
Figure 1: New Bern, NC (USGS 1950 [PR74]), Upper Broad Creek, NC (USGS 1951 [PR74]), Catfish
Lake, NC (USGS 1984), and Havelock, NC (USGS 1949 [PI71]).
`ARCHAEOLOGICAL SURVEYREQUIRED "form for Minor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
3 of3

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC RECKTENWALD
Director
Mr. Jamie Lancaster, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Lancaster:
Subject: Mitigation Acceptance Letter:
NORTH CAROLINA
Environmental Quality
February 5, 2024
TIP R-5777C, US 70 Upgrade from Thurman Road to Havelock Bypass, Craven County
The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality — Division
of Mitigation Services (NCDEQ-DMS) will provide the mitigation for the subject project. Based on the information
received from you on January 30, 2024, the impacts are located in CU 03020204 of the Neuse River basin in the Southern
Outer Coastal Plain (SOCP) Eco-Region, and are as follows:
Neuse
Stream
Wetlands
Buffer (Sq. Ft.)
03020204
SOCP
Cold
Cool
Warm
Riparian
Non -Riparian
Coastal Marsh
Zone 1
Zone 2
Impacts
0
0
893.000
1.478
0.116
0
58,272.000
40,430.000
feet/acres
NCDEQ — DMS commits to implementing sufficient compensatory mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies in accordance with the In -Lieu Fee Instrument dated
July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be
valid and a new mitigation acceptance letter will be required from NCDEQ-DMS.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.
Sincerely,
Elizabeth A. Harmon
DMS NCDOT ILF Coordinator
cc: Mr. Monte Matthews, USACE
Ms. Amy Chapman, NCDWR
Mr. Brad Chilton, NCDOT — EAU
File: R-5777C
D Q
�, - North Carolina Department of Environmental Quality I Division of Mitigation Services
®Jl� 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
NA NOP 1 H liAFOU
0"p "m&Emirtomental�uaiHy\ r 919.707,8976

Submittal February 6, 2024
HlghWay
tP,Y
North Carolina Department of Transportation �4't
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 44648.3.4
TIP/Proj No: R-5777C County(ies): Craven Page 1 of 5
General Project Information
WBS Element:
44648.3.4 ITIP Number: R-5777C Project Type: Roadway Widening Date: 12/19/2023
NCDOT Contact:
Byron Kyle
Contractor / Designer:
Sun ate Desi n Group, PA
Address:
1020 Birch Ridge Dr
Address:
905 Janes Franklin Rd
Room #16
Raleigh, NC 27606
Raleigh, NC 27610
Phone:
919-707-6621
Phone:
919-710-8459
Email:
btk le ncdot. ov
Email:
belam sun atedesi n.com
City/Town:
Havelock
Coun ies :
Craven
River Basins :
Neuse
CAMACounty?
Yes
Wetlands within Project Limits?
Yes
Project Des cri tion
Project Length lin. miles or feet):
6.54 SurroundingLand Use: Residential, Commercial, Agricultural, National Forest
Proposed Project
Existing Site
Project Built -Upon Area ac.
116.3 1 ac.
84.0 lac.
Typical Cross Section Description:
US 70 (-L-): Grassed Swale median with 4:1 max side slopes (6:1 max on Guiderail Side).
Existing US 70: Grassed Swale median. 2-12' paved lanes with 4' paved shoulders in
2-12' paved lanes with 12' outside shoulders (10' Paved, 2' Grassed) and 6' inside
each direction. Varying fill and cut slopes.
shoulders (4' Paved, 2' Grassed) in each direction. Varying fill and cut slopes. See project
XSC's for detailed information.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 41,800 1 Year: 2045
Existing-.T 31,800 Year: 2019
General Project Narrative:
The North Carolina Department of Transportation (NCDOT) has proposed improvements of existing US 70 in Craven County to interstate standards from the Havelock Bypass to
(Description of Minimization of Water
east of S.R. 1116 (Thurman Road). The project, R-5777C, has 6 proposed major structures, 4 along US 70 and 2 on adjacent service roads. All major drainage structures on this
Quality Impacts)
project are reinforced concrete box culverts, 5 of which replace existing drainage structures and 1 is new location. Each of the 6 box culverts will be buried 1' below the existing
stream bed and be backfilled with native bed material. Sills will be used at the inlet and outlet ends of each culvert to retain backfilled material within the box. The first proposed
structure is a 1@7'x7' RCBC that carries Goodwin Creek under US 70 and two adjacent service roads, -SRY1 B- and -SRY1 C-. The second structure a 1@6'x7' RCBC that
carries an unnamed tributary to Otter Creek under US 70 and two ramps servicing the proposed Stately Pines Interchange. The third, approximately 380' downstream of the
second culvert, is a 1@7'x7' RCBC that carries an unnamed tributary to Otter Creek under new location service road -SRY1 DY3C-. The fourth is a 1 @7'x7' RCBC that carries an
unnamed tributary to Great Branch under US 70 and adjacent service road -SRY1 DY3C-. The fifth culvert is a 2@7'x7' RCBC (1 hydraulic barrel, 1 wildlife crossing barrel) that
carries an unnamed tributary to Brice Creek under US 70 and adjacent service road-SRY3DY4C-. The sixth, approximately 170' downstream of the fifth Culvert, is a 1 @7'x7'
RCBC that carries an unnamed tributary to Brice Creek under service road-SRY4B-. Dry detention basins are utilized throughout the project to attenuate increases in peak flow
and provide stormwater treatment. Along the entire length of the project grassed swales in the median and outside shoulder areas are used for treatment when BMP design
standards can be met. The primary function of these grassed swales is to reduce flow velocity, promote sedimentation infiltration and runoff attenuation. Rip rap pads are used at
all storm drain system outlets to dissipate energy and reduce velocities to non-errosive at jurisdictional and wetland features. Lastly, 3:1 fill slopes are used in all wetland areas,
to reduce the project footprint and minimize permanent impacts.

Submittal February 6, 2024
Hi hwa North Carolina Department of Transportation
Stormwater
..,.,.,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 44648.3.4 TIP/Prof No.: R-5777C County(ies): Craven Page 2 of 5
General Project Information
Waterbody Information
Surface Water Body 1 : Neuse River
NCDWR Stream Index No.:
27- 104
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class SB
Supplemental Classification:
Swamp Waters (Sw)
(NSW
Other Stream Classification:
None
Impairments:
copper(Cu)
Aquatic T&E Species?
I Comments:
NRTR Stream ID:
Neuse River
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(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 Goodwin Creek
NCDWR Stream Index No.:
27-112-6-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class SC
Supplemental Classification:
Swamp Waters (Sw)
(NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
F Comments:
NRTR Stream ID:
Goodwin Creek
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(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
Surface Water Body 3 : 1 Otter Creek
NCDWR Stream Index No.:
27-108
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class SC
Supplemental Classification:
Swamp Waters (Sw)
(NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
T Comments:
NRTR Stream ID:
Otter Creek
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(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)

Submittal February 6, 2024
Highway
Stormwater \=
(Version 3.00; Released August 2021) \
WBS Element: 44648.3.4 TIP No.: R-5777C Count ies : Craven Page 3 of 5
Additional Waterbody Information
Surface Water Bod 4 : Great Branch
NCDWR Stream Index No.:
27-101-40-3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
(NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
F Comments:
NRTR Stream ID:
N/A, im acted streams identified in the NRTR drain to Great Branch
Buffer Rules in Effect: Neuse
Project Includes Bridge SpanningWater Bodno ?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Bod ?
I N/A
(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 Bod 5 : 1 Crooked Run
NCDWR Stream Index No.:
27-108-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class SC
Supplemental Classification:
Swamp Waters (Sw)
(NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
F Comments:
NRTR Stream ID:
N/A, no impacted streams identified in the NRTR drain to Crooked Run
Buffer Rules in Effect: Neuse
Includes Bridge Spanning Water Body?—.
N/AProject
D
Dissipator Pads Provided in Buffer? INA
Deck Drains Discharge Over Water Bod ?
INA
(If yes, provide justification in the General Project Narrative)
I
(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 Bod 6 : 1 Brice Creek
NCDWR Stream Index No.:
27-101-40- 1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
(NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Stream SF, SG & SE
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
JNo
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
INA
(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 Bod 7 : 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
A uatic 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) I

Submittal February 6, 2024
I-Ijghway North Carolina Department of Transportation
Stor 'ter
,.,., Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 44648.3.4 TIP/Proj No.: R-5777C County(ies): Craven Page 4 of 5
Swale
Sheet
No.
Line
Station
Location
(LT,RT,CL)
Latitude
Longitude
Surface Water
Body
Base Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
N
02
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
7
Y1RPD
20+00
RT
(3)Otter Creek
0.0
4.0
3.0
1.4
140
450
0.30%
3.1
1.3
3.9
1.3
No
Yes
7
L
55+30
RT
(3)Otter Creek
3.0
3.0
3.0
6.0
600
961
0.40%
10.8
1.9
13.8
2.1
No
Yes
8
L
63+50
RT
(3)Otter Creek
2.0
4.0
3.0
5.8
580
1500
0.30%
13.0
1.8
16.2
1.9
No
Yes
8
SRYIDY3c
29+05
LT
(3)Otter Creek
0.0
4.0
3.0
1.8
180
255
1.88%
4.2
2.7
5.2
2.9
Yes
Yes
$
ISRYIDY3C,
29+10
LT
I
(3)Otter Creek
0.0
1 4.0
3.0
1.4
1 140
240
2.21 %
1 3.1
2.7
3.9
2.8
1 Yes
Yes
8
SRYIDY3c
30+50
RT
(3)Otter Creek
0.0
4.0
3.0
0.2
20
110
2.73%
0.7
2.0
0.9
2.1
No
Yes
9
8RYIDY3c
49+28
RT
(3)Otter Creek
0.0
4.0
3.0
0.5
50
178
1.12%
1.4
1.7
1.7
1.8
No
Yes
9
SRYIDY3c
49+32
RT
(3)Otter Creek
0.0
4.0
3.0
0.8
80
458
0.72%
2.5
1.7
3.1
1.8
No
Yes
10
SRY1A
60+03
LT
(3)Otter Creek
2.0
4.0
3.0
3.1
310
659
0.30%
7.0
1.6
8.7
1.6
No
Yes
10
SRY1A
60+13
LT
(3)Otter Creek
2.0
4.0
3.0
1.5
150
446
0.45%
4.4
1.6
5.5
1.7
No
Yes
10
8RYIDY3c
69+75
RT
(3)Otter Creek
2.0
4.0
3.0
2.7
270
645
0.40%
11.0
1.9
13.6
2.0
No
Yes
10
SRYIDY3c
70+30
RT
(3)Otter Creek
3.0
4.0
3.0
9.4
940
1523
0.31%
21.5
2.0
28.9
2.2
No
Yes
17
L
202+94
LT
(6)Brice Creek
2.0
1 4.0
3.0
10.7
1 1070
2260
0.30%
1 18.0
2.0
23.1
2.1
1 No
Yes
17
L
203+50
LT
(6)Brice Creek
2.0
4.0
3.0
1.3
130
400
0.40%
4.0
1.5
5.0
1.6
No
Yes
17
SRY413
25+70
RT
(6)Brice Creek
0.0
4.0
3.0
3.4
340
670
1.18%
6.1
2.5
7.8
2.7
No
Yes
17
SRY4B
25+80
LT
(6)Brice Creek
0.0
4.0
3.0
1.5
150
570
0.43%
3.7
1.5
4.6
1.6
No
Yes
17
SRY413
25+85
RT
(6)Brice Creek
0.0
4.0
3.0
0.5
50
315
0.31 %
1.2
1.0
1.5
1.1
No
Yes
18
SRY4B
42+62
LT
(6)Brice Creek
2.0
4.0
3.0
5.3
530
807
0.43%
11.9
2.0
14.8
2.1
No
Yes
18
SRY413
42+75
LT
(6)Brice Creek
2.0
4.0
3.0
5.6
560
1220
0.35%
13.1
1.9
16.3
2.0
No
Yes
Additional Comments
Water Quality rock check dams used as alternative design where required design storm velocities cannot be met due to site constraints.

Submittal February 6, 2024
Hi tlwayNorth Carolina Department of Transportation
�StOrrYl t�r4 Highway Stormwater Program
111�11 STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 44648.3.4 TIP/Prof No.: R-5777C County(ies): Craven Page 5 of 5
Other Toolbox Best Management Practices
Sheet
No.
Line
Station
Location
(LT,RT,CL)
Latitude
Longitude
Surface Water Body
BMP Type
Drainage Area
(ac)
New Built -Upon
Area
(ac)
Volume Treated
(ac-ft)
Precipitation Depth
Treated over NBUA
(in)
BMP Associated
w/ Buffer Rules?
13
SRYIDY3C
92+40
RT
34.97521
-76.97397
(4)Great Branch
Dry Detention Basin
3.2
1.3
0.266
2.58
No
16
Y3RPC
25+67
LT
34.98728
-76.98007
(1)Neuse River
Dry Detention Basin
5.2
2.2
1.92
11.02
No
16
Y3RPD
14+14
LT
34.99118
-76.98163
(6)Brice Creek
Dry Detention Basin
3.4
1.5
0.251
2.11
No
18
SRY4B
44+44
LT
34.99982
-76.98705
(6)Brice Creek
Dry Detention Basin
2.0
0.8
0.228
3.43
No
20
SRY4B
66+76
RT
35.00517
-76.98991
(6)Brice Creek
Dry Detention Basin
6.7
3.3
2.22
8.55
No
21
1 SRY4A
22+62
RT
35.012056
-76.99369
(6)Brice Creek
Dry Detention Basin
5.0
2.7
1.68
7.97
No
Additional Comments
Primary function of dry detention basins for the R-5777C project is to detain runoff from impervious roadway surface and attenuate peak 100-yr flow to meet or reduce pre -construction conditions.

See Sheet to For Index of Sheets
See Sheet t B For Standard Symbology Sheet
1 N
R E
OI 4
10
EGIX ��ii
OJECT l✓
VICINITY MAP N.T.S.
D179'-TAT Trn VDnT17j-T n_c777f'
END RESURFACING ONLY
Submittal February 6, 2024 STATIC OF NORTH CAROLI NA
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PERMIT DRAWING
SHEET I OF 89
�`"'�
bTATR PRQtF(:T RRPRRRNCR NQ
6HRBT
NO.
TOTAL
9N8819
°` .
R-5777C
]�
STATE PROD. NO.
F.APROl.N0.
DE6CRIPTION
DATE: 1 /15/2024
44648.3.4
WA
DESIGN -BUILD -
LOCATION. U.S. 70 FROM THE HAVELOCK BYPASS TO EAST OF S.R.1116 (THURMAN ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNING, ITS AND STRUCTURES
WETLAND AND SURFACE WATER IMPACTS PERMIT
THIS PROJECT IS WITHIN THE MUNICPAL BOUNDARY OF THE CITY OF NEW BERN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NAOOsiNq
zo17
END TIP PROJECT R-5777C
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY:
HYDRAULICS ENGINEER
50 25 0 50 100
ADT 2019 = 31,800
ADT 2045 = 41,800
LENGTH ROADWAY TIP PROJECT R-5777C = 6.486 MILES
StN
Balfour Beatty NC LICENSE NUMBER F-0991
®f NOR? �
0
°
K = 9 /O
LENGTH STRUCTURE TIP PRO ECT R-5777C = 0.058 MILES
J
900 W TRADE ST STE 715,
CHARLOTTE, NC 28202
PLANS
TOTAL LENGTH OF TIP PROJECT R-5777C = 6.544 MILES
2018 STANDARD SPECIFICATIONS
D = 55%
P.E.
SIGNATURE:
N
RIGHT OF WAY DATE.
JANUARY 17, 2023
ROADWAY DESIGN ENGINEER
50 25 0 50 100
0
T = 8 /o
V = 75 MPH
* o o
(TTST=3/o+DUAL 5/0)
J. ADAM FREEMAN, PE
�
� <, �
p �®
Ohl
PROFILE HORIZONTAL
(HORIZONTAL)
PROJECT ENGINEER
10 5 0 10 20
FUNC. CLASSIFICATION =
INTERSTATE
STATEWIDE TIER
NCDOT CONTACT: BYRON KYLE
NCDOT - DESIGN -BUILD UNIT
LETTING DATE:
JANUARY 17, 2023
NARONG PHAL, PE
Pl
Tw%g
PROJECT DESIGN ENGINEER
PROFILE
(VERTICAL)
SIGNATURE:

Submittal February 6, 2024
DETAIL 5-1
SPECIAL 'V' DITCH
(Norio S-16)
Front
Ditch
N.W.1 Slope
QGround `''.'1 D F\o et
\ °Ae
ROBERT B. \ O Min. D=ts Fr.
w s HARDISON, ET AL
N X FROM STA. 15+50 TO STA. 18+50 -L- RT
WETLAND WA GOODWIN
DETAIL 5-3 50' 25' 0 50' 100,
SPECIAL BASE DITCH
( Nor ro Smle)
o SCALE: 1"=100'
,, D F e` Sop N WETLAND WB
„. Min. D=2.5 Fr.
B
=3.0 Ft.
FROM STA. 18+00 TO STA. 24+50 -SRYI B- LT r C� 8a� W �m
FROM STA. 21+30 TO STA. 23+00 A RT 5 077
SON FAMILY, LLC
PROJECT REFERENCE NO. SHEET NO.
R-5777C 5
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USE PO
CONSTRUCTION
INCOMPLE
E PLANS
00 NOT USB POR
�W ACQUISITION
°°SEE ERMIT" WINGC ERT INLET a k CREEK SEE PERMIT URA ING SITE 2
SPEC 3'BASE DITCH (BEET 6 89 PE 3 BA E DITCH Woo 5 / .� AL W 8 g"1l19
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R EN R��7�pty�� ��C� BASE DITCH Z —
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I \NOJ SEE DETAIL 5-2 �E E _E—EiF-?-TANS YG i �� X d' w DOCUMENT NOT CONSIDERED FINAL
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_ db R O EST 5 TO \ \
SR -�i� - NC DEPT. OF TRANSPORTATION ® VEGETATION
f,AP Z \ y VEGETATION \o \
ED ROAgyAY - REMO JAd .BI - _ - - - - -
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SANBORN, ,�-� / SE PERMIT DRAWI / REMOVE ,\\
ET UX /� 3:1 SLOPFg OR / \
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A\bJ diV GOODWIN S
/ c' / /� ° IT N\\�
,IN / 1 p I EST SY GF \ 7\ \
CREEK r MICHAEL A. MILLER, ET UX l5e I �P
JEREMY R.
RODAMAKER DAVID A. SANBORN, ET UXj�ae
/
CROATAN FREE WILL
wJ3 tlX r / / BAPTIST CHURCH
10 X I \ \
iH� ,e� a I CROATAN FREE I \ \\ \
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1 \
\ S SURFACE WATER IMPACTS L
9e51
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DETAIL 5-4
SPECIAL BASE DITCH
(Nat r" Smlel
N"rur"I
Ground 3., p Ditch
sl.pe
� DI�
L.-"°�-.J Min. D=1.5 Ff.
B=2 Ft.
FROM STA. 13+50 TO STA. 16+00-SRY1B- LT
TEMPORARY SURFACE WATER IMPACTS 0 I \ N
I I I x
CROATAN FREE WILL
BAPTIST CHURCH (DII III
FILL IN WETLAND • I I F
CROATAN FREE WILL
MECHANIZED CLEARING BAPTIST CHURCH
A \�
STA. 16+78 -SRY1 B- LT uWsl \ \\\ \ \�\\ O
DETAIL 5-6 DETAIL 5-7 DETAIL 5-8
CULVERT OUTLET SCOUR HOLE STABILIZATION SPECIAL DITCH GRADING SPECIAL 3' BASE DITCH \
(NO b ScO.) ( Nor I. Scolel 4 ( Not to Smle) �2 \
sled 4 X _��
N"lu Fle'O °A N"rur"I I I Front /
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Submittal February 6, 2024

Submittal February 6, 2024

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Submittal February 6, 2024
50' 25' 0 50' 100, PROJECT REFERENCE NO. SHEET NO.
DETAIL 6-1 DETAIL 6-2 DETAIL 6-3 DETAIL 6-4 PERMIT DRAWING R-5777C 6
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH SPECIAL DITCH GRADING M CALE: 1"=100' SHEET 1 1 O F 89 ROADWAY DESIGN HYDRAULICS
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Submittal February 6, 2024
FILL IN WETLAND
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SCALE: 1"= 20'
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
PW SHEET NO.
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HYDRAULICS
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Submittal February 6, 2024
0
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5777C
SRY1C-8
150
1
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130
120
To
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Submittal February 6, 2024
PERMIT DRAWING
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PERMIT DRAWINGFR`snc ° 7
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Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
Y1-11
1150
1
0
1130
120
To
100
90
80
70
60
50
40
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20
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Submittal February 6, 2024
0
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5777C
Y1-12
1150
1
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1130
120
To
100
90
80
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60
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40
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
Y1LPD-4
1150
11.0
1130
120
To
100
90
80
70
60
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
Y1RPD-6
1150
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1130
120
To
100
90
80
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
RY1DY3C-2
1
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120
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
RY1DY3C-4
1150
1
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1130
120
To
100
90
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
DO NOT USE FOR
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UNLESS ALL SIGNATURES COMPLETED
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
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0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
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ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
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Submittal February 6, 2024
DETAIL 8-1 DETAIL 8-2 DETAIL 8-3 DETAIL 8-4 DETAIL 8-5
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Min. D=2.SF1. Each SNe (voriobla) Dna<red by Engineer
FROM STA. 63+45 TO STA. 66+00-L-LT Est. 60 Tons of CIPss'I'Rip-RPp, Keyed -In Typa of Liner=CL'I'Rip-R°p-Keyed-In d=2.5FL La^gth=30 Ft.
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+05-SRYIDY3C- LT t° Top of Bank, Est 24 CY DDE •Place Gewenile Under Rip,ap Ezt 50 Tonz, Ezt 85 SY Geotextile d=2.0 - 3.0 Ft. o o Rn sio e.5,�� a� ya �n oa� op
FROM STA. 29+00 TO STA. 42+50 -SRYIA- LT FROM STA. 29+10 TO STA. 31+50 -$RYl DY3C- LT Eat 105 SY Georedile in Lomtam D.,!1d by Engineer 2170 CY DDE B=4.OF. E-30 Ton-OCln--TRipp Rnp,keyed-In, ht. 68 SY Ganteahle
FROM STA. 30+50 TO STA. 31+60-SRYIDY3C- RT STA.13+30-Y1RPA-' RT STA. 11+78-Y1RPD- LT STA. 29+10-SRYIDY3C- LT
L(T FROM STA. 32+10 TO STA. 34+60-SRYIDY3C- LT M O STA. 29+25-SRYIDY3C- RT PE
r,0 FROM STA. 34+60 TO STA. 40+50-SRYIDY3C- LT ti
FROM STA. 41+50 TO STA. 42+70-SRYIDY3C- LT
FROM STA. 10+75 TO STA. 12+00 -DR2- LT S H E
FROM STA. 10+75 TO STA. 12+00 -DR2- RT
-_ DATE
i
SPEC 2' BASE DITCH
i DETAIL 8-1
_ E—
SPEC 'V' DITCH E— CL 'B' RIP RAP
SEE DETAIL 8-2—E--E EST 2 TON$=
SY GF
CL 'B' RIP RAP � — —
EST 2 TONS
EST 7 SY GF
BANK STABILIZATIO
W/CL 'I' RIP RAP
SEE DETAIL B-3 —
WOODS
SPEC 2' BASE DITCH
SEE DETAIL 8-9
SPEC DITCH GRADING
SEE DETAIL 8-6
SPEC 2' BASE I
SEE DETAIL 8-1
CL 'B' RIP RAP
EST 2 TONS
EST 7 SY GF
E t5E
SPEC DITCH GRADING
SEE DETAIL 8-6
SODOM
—�.n1—
d nL d 4' PAVED SHOULD _ _ _i_ _ ^
----- ----------n---
----------------- US HWY 70 EBL 24'PAVED ROALWAY_______��/
REMOVE
-- ---------------
f°a.el 4'PAVEO svoumER
?B --` ��---- -- --- --—4'PAVEO SHOULDER -------- ------
------ --— — — — — — — — — — -- US MNY 70 WBL 24'PAVED R0"—AY ----- — — —
MM D OJ,b j 4'PAVED SHOULDER �— �M— _ —
— — — — — — —j1 — — — — — — — — -- — — — _ _ — — — —
— �v, F-----d--------------d—GRADE*o 9RAIN------ _-SPEC 2`B
Ml -- --- --- ___________------_--__-"-----SEEDETAI
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-- — SITE 8 ----- -- -- `-- —=--Gin,=-- — AdV-
-- — — ----sd —-----/—i ----- -- ————--——————— — —ssl— --- ---- —�S,— ---
EVERT CUTLET CHANNEL I I I
SPEC DITCH GRADING
DETAIL 8-6
SPECIAL DITCH GRADING
( NOII. Smle)
IPA «y'�R/� "\POCK SP
*SEE CROSS SECTIONS Min. D=1.0 Ft.
FROM STA. 66+00 TO STA. 69+00 -L- LT A
FROM STA. 70+50 TO STA. 77+00 -L- LT Ji
RMIT DRAWING
ET 29 OF 89
�, Balfour Beatty
: 1 /15/2024 �� StN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50' 25' 0 50' 100,
SCALE:1"=100'
_ LU
LLJ
E E
PROJECT REFERENCE NO. SHEET NO.
R-5777C 8
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USE Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USE MR
7W ACQUISITION
SPEC DITCH GRADING
SEE DETAIL 8-6
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SLOPE=0.8% I
SEE DETAIL 8-4 I III WOODS
.. .. .. .. .. .. .. I '. WOODS
I I_
%i lilim TEMPORARY SURFACE WATER IMPACTS
31Y`J 14ia � N-,.
a
n X�� FILL IN WETLAND DETAIL 8-7 DETAIL 8-8 DETAIL 8-9
STREAM SB 3 X / Xo SPECIAL BASE DITCH
TOE PROTECTION TOE PROTECTION IN WETLAND AREAS
a I JNOJ Y', ( NO.
to Scolel ( Not to ScOl) (Nol Io Swle) 2,J
KERN COMPANY, INC. I 1� c_Na' 3',0** F— C
{� N 0 g ��C aoPE Sod Dnm SPEC V' DIT
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BANK STABILIZATION E SYWM
GEOTEKFILE �d u Min. D=1.5 Ft.
d=1.0 Ft. d=1.0 Ft. B=2 H.
/CL TRIP RAP
EE DErnu e s $EE�LIPERM Tel D WpI°TOO lva' Geplemle
ROCK CHECK DSHEET 2 8 - EC'V'DITCH HAND CLEARING Type of Liner= Class'B'Ripatop Type of Liner= CL'B'Rip-Rap FROM STA. 13+31 TO STA. 13+50 -Y1RPA-RT /
SEE DETAIL 8_2 FROM STA. 35+20 TO STA. 36+00-SRYIDY3C- RT FROM STA. 34+00 TO STA. 35+20-SRYIDY3C- RT
SEE DETAIL SH I / 1•
DETAILTA] k EN RG E
SPEC 'V' ITCH I N I RAVEN COUNTY
PE 'V' DITCH SPEC DITCH
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I
-
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SEE DETAIL 8-7
EE 8-5
I
EST 8 TONS
TOE PROTECFION
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— —
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EST 21 SY GF
(FILL
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WETLAND
WF
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SEE DETAILCL
IN
J1
o �
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e�E SITE 10
R —
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1V — PUE 'C m
FOR -LET- PROFILE SEE SHEETS 38 & 39
— PUE m
✓
FOR -LRT- PROFILE SEE SHEETS 38 & 39
PUE — r PUE
FOR-YIRPA- PROFILE SEE SHEET 62
v v
m m
FOR-YIRPD- PROFILE SEE SHEET 65
FOR -DR2- PROFILE SEE SHEET 77
FOR -SRYIA- PROFILE SEE SHEET 79
FOR-SRYIDY3C- PROFILE SEE SHEET 85

Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
DETAIL 8-1 DETAIL 8-2 DETAIL K ST DETAIL 8-4 DETAIL 8-5 DETAIL 8-b R-5777C 8
SPECIAL BASE DITCH CULVERT INLET BANK STASILIZATION CULVERT OUTLET CHANNEL CULVERT INLET /OUTLET BANK STABILIZATION
SPECIAL 'V' DITCH SPECIAL DITCH GRADING
Na ro smlel INat to Scalel (Not to Scale, INot to scale, (Not to Scale, IN&to scale, p� ROADWAY DESIGN HYDRAULICS
2.1 ��d N°Nnl N—I ��// ENGINEER ENGINEER
Dirch o
PI —I \ of Front NaNml Ao`c Slope Ground
Ground 3.y D A Dirch a p�° Tuck Ge°tedile `� `F'
F\°( Slop Groend 3� D F` uck Ge°texlile' d Tuck Ge°texlila Key Ripr°p into nimum M1N SP '4'P/D \F� SP
u Min.D=1.5 F. a Minimum gI1N CM1anneI BOHOm Geotextile g ° Minimum °f1N Channel N EL pY➢, ��
Min. D=1.5 Ft. *3:1 BEHIND ITypI ITm) IrvPI (Typ) lace Geotextile Under
GUARDRAIL CHANNEL BED N Riprop in Locations , Z"�
B=2 Ft. Length-1 k. radablel Length= 47 H. �>
Min. D=2.SF1. Each SNe � jvariabrejED D�recred by Engineer 'SEE CROSS SECTIONS Min. D=1.0 Ff. a, b
FROM STA. 63+45 TO STA. 66+00 -L- LT Est. 60 Tons of Closs 'I'Rip-Rap, Keyee-In Typa of Liner=CL 'I' Rip-Rop -Keyed-In d=2.5F. Le^eth=ao Fl. FROM STA.66+00 TO STA. 69+00 -L- LT
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+OS-SRYIDY3C- LT b Top of Bank, Es1.24 CY DOE •Place Gewenile Under Riprap Ezt 50 Tonz, Ezt 85 SY Geotextile d=zo - a.o Ft. oo Rn sioe.,���.a e� �a �n o °° A
FROM STA.29+00 TO STA.42+50-SRYIA- LT FROM STA. 29+10 TO STA. 31+50 -$RYl DY3C- LT Ebt. 1o5 sY Geotextile m Location: Dir«ted by engineer Est 170 CY DDE B=4.OF. Es1=30 Tons of Class'I'Ripe Rap, keyed -In, 168 SY Geotextile FROM STA.70+50 TO STA. 77+00 -L- LT Y
FROM STA. 30+50 TO STA. 31+60-SRYIDY3C- RT STA.13+30 -YIRPA- RT STA. 11+78-Y1RPD- LT STA. 29+10-SRYIDY3C- LT
/ \ o✓ FROM STA. 32+10 TO STA. 34+60-SRYIDY3C- LT 1 / V TA. 29+ 5-SRYIDY3C- RT 9
FROM STA. 34+60 TO STA. 40+50-$RYIDY3C- LT C \ IV (bz\ '� PERMIT D RAW I N G
J FROM STA. 41+50 TO STA. 42+70-SRYIDY3C- LT tb bZ v
FROM STA. 10+75 TO STA. 12+00 -DR2- LT l /�
FROM STA. 10+75 TO STA.
12+00 -DR2- RT 4� b SHEET 30 OF 89
17
Balfour Beatty'
\ 29 C6�v DATE: 1/15/2024
\\ /1� SPEC 2' BA DOCUMENT NOT CONSIDERED FINAL
�zy "� ��y� �b2 /lnti) v" �5€1: 6E7AI 8- 29 UNLESS ALL SIGNATURES COMPLETED
Q M G \ SPEC
1
co � � � �� � � 50' 25' 0 50' 100'
T � _-� SPE 'V' DITCH CL 'B' 62 �� i —J E$T 2 TIONS
Q r S DETAIL 8-2 F--E ESP RA
T TO `/ ST 7 SY GF O
/ CL'B'RIP RAP 7 G E C �E E SCALE: 1"=100' �
EST 2 TONS M \ LU
�l \� 7 $Y GF ./ \ j 62 C Lf.f
BANK STABILIZATIO �, 62 ��6z
W/C "RIP RAP b2 S DIItH G DI
E DET 6-3 2 - s ti 62 ,V SEE E L 8-6
Lo
Q _ WOODS w N. 62 m 9 }
f— — 6Z N
Ty l� Lf .0 ` 29 �) b6N rv6 M/il I P 29
—YIRPA— 2GI s o
(n r^ E: 12' BASE DITCH �_ s
I�IJEE �ETAIL 8- to l
O v �J2q b EC DITCH TDING b� = m 62 SPEC DITCH GRADING e 3 e SPEt�gAITCH GI IN I i �% J LIJ O
+� N v `L2� SEE DETAIL F� 71
- Z� e - - - - DETA�8�6 z Q} O
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I N --- -- ---- ---------- ----- 6Z ------
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- - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -
. - .. .. .. .. .. -- -- — — ---
nl
Od nL ssE
L N ULVERT-OUTL���TTT CHA EL WOODS o"I�II I `9 �-
a I I m SLOPEI'RP R F (BAN ;II Z9J SURFACE WATER IMPACTS °N�C, U �"
cr_' SEE DETAIL 8-4� I
— 28 2 bZ 1Ial I I z TEMPORARY SURFACE WATER IMPACTS k
\z I �I I � � b ��
m
m �
31 91 510 0
I I I 4 DETAIL 8-7 DETAIL 8-8
Q n FILL IN WETLAND DETAIL DITCH
ST EAM SB X / X� SPECIAL BASE DITCH
I G3 I ONO` d TOE_ TOE PROTECTION IN WETLAND AREAS
I Nm to Scale, INot to Scale, (Not to Smle)
'� I
KERN COMA ,INC. > s _ NATORAL SLOPE NONroI Groend' \ °`F\ °e vro�nd 3. 3'� "°"' SPEC v' DI
" �09 MECHANIZED CLEARING GRDDND F 3.. "S° �D� 'w�
I WeNond Area F` � F\°c slope SEE DETAIL 8-
�l Nf^ Ditch
SVV4 'x' d GEGTEKTRE �d �.! Min. D=1.5 Ft. c
INK STABILIZATION d=1.0 Ft. d=1.0 Ft.
I /CL 'TRIP PAP
II EE DETAIL e s SEA ERM T D W 9D1Va' Ge°tenle
Type of Liner= Class 'B'Ripat°p Type of Liner= CL 'B'Rip-Rap FROM STA. 13+31 TO STA. 13+50 -YIRPA- RT 7
% ROCK CHECK D EET 2 i 8 - EC 'Y'DITCH HAND CLEARING / O o
f SEE DETAIL SH SEE DETAIL 8-2 FROM STA. 35+20 TO STA. 36+00-SRYIDY3C- IT FROM STA. 34+00 TO STA. 35+20-SRYIDI RTC�k
DETAIL_' EN RG E I I
SPEC 'V' ITCH N VEN COU 9 N 9
5 PE 'V' DITCH
�P �LTDE1pl 8-2 8 3b� $E :DETAIL 8-2 C n,� SE D .AIL 8C-2 2 6b
CL 'B'RIP P 2 I v ))) I ro-3D IN
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EST 7 SY G R ti� /� i
IGO --- �� c—I==_ -- —ti — _c
C IN s' wr ' 10 =16 CFS\ \ / �f
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E
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2 LJ
IQ / /CL 'B' RIPRIP RAP - 6 y
' B EST 2 TONS / N — —/ a F — -- // WETLAND WRR
x I} EST 7 SY GIF `V / c� 2q - (/ Q
E I� z� AY HT I b 22 SITES 9 ti PUE o o FOR -LET- PROFILE SEE SHEETS 38 & 39
a DIT H � / 2`a\`� ,g �c z FOR -LRT- PROFILE SEE SHEETS 38 & 39
*� SITE 8 pU 4 UE row / /�z /PUE E 28 PUE PUE PUE b m FOR -YIRPA- PROFILE SEE SHEET 62
I f—lCID CL 'B' RIP .o ,z FOR-YIRPD- PROFILE SEE SHEET 65
c� N STABILIZATIO m EF�DET S- Q $ 5 Y / Cl IP All �J C
W RAP N 2 / �ST 8 T S ^ TOE PROTECTION B-D� m FOR FOR _DR2--PROFIEE SEE SHEET /7
EE e s OFILE SEE SHEET 79
WETLAND WG /esr z�s ti CIL'13'LL ROPE�ONLY) pz 2 ' 2 FOR-SRYIDY3�R PROFILE SEE SHEET 85
N WETLAND WF SEE DETAIL 8 8 �J (�" /1
PRELIMIN
RY PLANS
W NOT USB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USE POR
7W ACQUISITION

Submittal February 6, 2024

Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET C.
A CK C ECK D
STREAM SB
BANK
STABILIZATION
ROCK CHECK DAM
R-5777C
RW SHEET NO.
/CL 'I' RIP
RAP
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
1
ROCK CHECK DAM
10' 5'
0 10'
20'
INCOM PLE E FLANS
SCALE:
it
y
DO NOT USE FOR 6W ACOUBITION
m
E
��
,,
PDE
SPEC 'V' DITCH;
CL 'B' RIP RAP
PD
EST 2 TONS
SY G F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
—
_ —
PERMIT DRAWING
SHEET 32 OF 89
DATE: 1 /15/2024
0
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1
oho
0
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SPEC 'V' ITCH
15" W/
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31+00
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W/CL RIP RAP
PUE
\
SURFACE WATER IMPACTS
N
�\
TEMPORARY
SURFACE WATER IMPACTS
\
I
MECHANIZED
CLEARING

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C JRY1DY3C7
1150
1
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1130
120
To
100
90
80
70
60
50
40
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20
1
13
20
30
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50
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70
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100
110
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150
PERMIT
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1
1
20
50
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130
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C 3RY1
DUC7
1
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1130
120
To
100
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80
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100
110
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Submittal February 6, 2024
o,
0
n
PROJECT REFERENCE NO.
R-5777C
SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng �L E
DO NOT USE FOR
E �L DNS
®W ACQUISITION
C
STA
6
+
9 --
LSA
3+
2.
G
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-LR-
Y1R
A-
S
E
= 9
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—
1 RP
—
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3102:1
SK
WE
6" BEVE
LED
HE
D
AL
I
3:1
NO
RMAL
3:1
SKEINEC
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P
OP
100
YR
—
—
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LT
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BED
1
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EV
20
77
BED
WATEF
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0
TO
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k OV
D
S
(NOT
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LE)
--NOTES:
1) NATIVE
CU
MkTERIA
ERT SHALL
FROVIDE
BE
EEN SILLS
A CONTINUOUS
It,
THE
6.0'
CO
FR
SISTS
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Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
°
n R-5777C
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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1 7' 7' CB W 1FT SIL S
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UNLESS ALL SIGNATURES COMPLETED
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Submittal February 6, 2024
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SEE SHEET 2D-4, DETAIL 13
PROJECT REFERENCE NO. SHEET NO.
R-5777C 9
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USB PO
CONSTRUCTION
INC®MPLE7W
E PLANS
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ACOU ISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 37 OF 89
DATE: 1 /15/2024
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u WETLAND WRR WETLAND EXCAVATION
ID CONSTRUCTION
02— STA,l3f15,0/
HAND CLEARING
FOR -LLT- PROFILE SEE SHEETS 39 & 40
FOR -LRT- PROFILE SEE SHEETS 39 & 40
FOR -SRYIA- PROFILE SEE SHEETS T9 & 80
FOR-SRYIDY3C- PROFILE SEE SHEETS 85 & 86
FOR -YID2- PROFILE SEE SHEET 89

Submittal February 6, 2024
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m
PROJECT REFERENCE NO. SHEET NO.
R-5777C 9
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
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DO NOT USB PO
CONSTRUCTION
INCOMPLE
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DO NOT USR POR
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FOR -LLT- PROFILE SEE SHEETS 39 & 40
FOR -LRT- PROFILE SEE SHEETS 39 & 40
HAND CLEARING I FOR -SRYIA- PROFILE SEE SHEETS T9 & 80
FOR-SRYIDY3C- PROFILE SEE SHEETS 85 & 86
FOR -YID2- PROFILE SEE SHEET 89

Submittal February 6, 2024

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
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1
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120
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Submittal February 6, 2024
DETAIL 10-1
RIP RAP AT EMBANKMENT
I Nato style)
DBeb 101rom.
Grace ,.o•roie.
1.5'
Place Geole,t Under
Riprap in Locations Key Rip— ii-
Directed by Engineer Channel—..(T.)
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m
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FROM STA. 69+65 TO STA. 70+50-SRYIA- LT
FROM STA. 63+30 TO STA. 69+75-SRYIDY3C- RT
ECJ TARHEEL INVESTMENTS, INC. SITE 12
RIP RAP AT EMBANKMENT I
EST 42 TONS, EST 60 SY GF
SEE DETAIL 10-1 PEC T 2' B
SE D I
r- N
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w - REMOVE
RETAIN
PROJECT REFERENCE NO.
SHEET NO.
50' 25' 0 50' 100
R-5777C
10
ROADWAY DESIGN
HYDRAULICS
SCALE: 1" =100'
SURFACE WATER IMPACTS
ENGINEER
ENGINEER
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/ /
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PRELIMIN
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DO NOT USE MIL
CONSTRUCTION
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Noll�
Balfour Beatty
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SHEET 41 OF 89
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DATE: 1 /15/2024
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'SEE CROSS SECTIONS Min. D=1.0 Ff.
FROM STA. 10+00 TO STA. 11+38 -Y2- LT FROM STA. 91+00 TO STA. 99+00 -L- RT
FROM STA. 62+00 TO STA. 65+30-SRY1A- LT FROM STA. 91+00 TO STA. 94+00 -L- LT
FROM STA. 66+30 TO STA. 69+65-SRYIA- LT FROM STA. 95+50 TO STA. 105+00 -L- LT
FROM STA 57+00 TO STA 60+00-SRYIDY3C- RT FROM STA 103 0 TO STA 105 00 L RT
DETAIL 10-6 LAURA C. MALINA MALINA '
SPECIAL BASE DITCH DETAIL 1 GRADING
/
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FOR -LRT- PROFILE SEE SHEETS 40 & 41
FROM STA.61+90 TO STA.63+30-SRYIDY3C- RT +9 + -- STA. 69+80 -SRYIDY3C- RT FOR -Y2- PROFILE SEE SHEET 65
�B anJ FOR-SRYIA- PROFILE SEE SHEET 80
FOR-SRYIDY3C- PROFILE SEE SHEET 86

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Submittal February 6, 2024
IF— ( y �ti —� 2>------� 2B PROJECT REFERENCE NO. SHEET NO.
n \ R-5777C 10
/ 5O' 21, O SO' ' 100r ROADWAY DESIGN HYDRAULICS
hThftu ENGINEER ENGINEER
27 l l /Il S SURFACE WATER IMPACTS SCALE: 1"=100 �, �
"� // % by 2s
/g I/ w000s 41
RETAIN /
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Balfour Beatty
�
ED S A T OF AMERICA N / o os e � awn01V z
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Clbe boo \ I —J / z 9
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/ CROAT,�N PRESBYTERIAN CHURC
26
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DETAIL 10-3 DETAIL 10-4
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(Nw to..I.) 4 (Not to Smle) 4
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'SEE CROSS SECTIONS Min. D=1.0 Ff.
FROM STA. 10+00 TO STA. 11+38 -Y2- LT FROM STA. 91+00 TO STA. 99+00 -L- RT
FROM STA. 62+00 TO STA. 65+30-SRY1A- LT FROM STA. 91+00 TO STA. 94+00 -L- LT
FROM STA. 66+30 TO STA. 69+65-SRYIA- LT FROM STA. 95+50 TO STA. 105+00 -L- LT
FROM STA 57+00 TO STA 60+00-SRYIDY3C- RT FROM STA 103 0 TO STA 105 00 L RT
PRELIMIN
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DETAIL 10-6 LAURA C. MALINA MALINA '
SPECIAL BASE DITCH DETAIL 1 GRADING
/
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4 (Nat to Scale) �
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FROM STA. 70+30 TO STA. 71+00-SRY1DY3C- RT FROM STA. 91+00 TO STA. 91+50 -L- RT / FOR -LLT- PROFIL EE SHEETS 40 & 41
FOR -LRT- PROFILE SEE SHEETS 40 & 41
FROM STA.61+90 TO STA.63+30-SRYIDY3C- RT +9 + -- STA. 69+80 -SRYIDY3C- RT FOR -Y2- PROFILE SEE SHEET 65
�B anJ FOR-SRYIA- PROFILE SEE SHEET 80
FOR-SRYIDY3C- PROFILE SEE SHEET 86

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
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ENGINEER
HYDRAULICS
ENGINEER
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Submittal February 6, 2024
DETAIL 17-2 DETAIL 17-3 N / DETAIL 17-4 DETAIL 17-5 PROJECT REFERENCE NO. SHEET NO.
DETAIL 17-1 R-5777C 17
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH m CULVERT OUTLET BANK STABILIZATION CULVERT INLET BANK STABILIZATION
(N.-smle) (Nofo Scale) (NON. scale) y 1Nofw Bcole) (N. to Scale) ROADWAY DESIGN HYDRAULICS
on�n er ,,.* ENGINEER ENGINEER
Nowrol A'� pzoe Slope NaNrPI p.\ oT From Nawral \ o<ot Fmnt I / ,q"P �ti^ d• �.•'° L aye tnA L
Ground 3Dikh Gropnd 3� A' Dtkh l/l ry •%' Tuck GeofeMila Tuck -i=e le
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Key Rtpmp im pTYPI Key RiprPP �^f (TT)
Min. D=1.5 Ft. Min. D=2.0 Ff. �, Min. D=2.0 H. Channel eonom lace Geme.lile Under C'.. .1 Rpnom Place GeoreNne Under
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- ^ ED Riprop in LomNonz (TM) CNA N W Direned by Engineer
fTYPI CHAN EL
oriob eR ° ebb ED
- Dinned by Engineer Ip
FROM STA. 25+85 TO STA. 29+50 -SRY48- RT GUARDRAIL m m d °3+o n0 H. of one. sI„„ .a ro zN o°r,Ia. T°v Length Ft. Ff. � ro zeo�r.Ia. T°v qQ
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N ry )
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ter. FROM STA. 38+00 TO STA. 40+50-SRY3DY4C- RT I1 STA. 25+78-SRY4B- LT 25+75 SRY4B- RT )
1 o '
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w S SURFACE WATER IMPACTS
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w r m m m
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— SEE PERMIT DRAWING
PRELIMIN
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CONSTRUCTION
INC®MPLE
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7W ACQUISITION
DETAIL 17-7
CULVERT INLET CHANNEL
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Nalprol Nawml 50' 25' 0 50' 100'�
Gropnd 37 D 9\ G,apnd Balfour Beatty
LTprk Geotext le -
GeotexKle g ° Mim'I of le SCALE: 1" 100' DOCUMENT NOT CONSIDERED FINAL
Ke In Rip -Rap per Sfd. Dw 876.01 Min. D=2.OH. UNLESS ALL SIGNATURES COMPLETED
Type of Liner= Class 'I' Rip -Rap B=4.DFt. PERMIT D RAW I N G
Est. 80 Tons, Est. 170 SY Geoterzfile
Est. 45 CY DOE
CNN_ _ FROM STA. 30+30 TO STA. 30+95-SRY3DY4C- RT 1 1 SHEET 4 7 O F 8 9
Q _—� 0 NMONg \� SHEET 49 OF 89 DETAIL 17-8
\ NN I N SPECIAL DITCH GRADING
e �- �NNN�,B _ FOR -E RGEMENT 4 IN—. �e°Ie) F
Cc�,�uL�VvEe�RTQO�UITTLLEETT _ DATE: 1 /15/2024
--� _"- \\ \ \ - \- _TTN WR"51'nBi[I77.7'*- /CL T RIP IA 1 w��Is.
1
\\\\ \\\ \ \ SEE DETAIL 17-4 WOODS MICHAEL D. HARDISON, ET UX `5P E 'SEE CRO55 SEj -
\ ��\\ \\\ \ \ \ r FROM STA. 199+00 TO STA. 203+00 -L- RT C I
1 \ \ \ E ro m FROM STA. 207+50 TO STA. 212+00 -L- LT
FROM STA.204+00 TO STA. 212+00 -L- RT MICHAEL D.
/HARDISON, ET X
NC DEPT. OF TRANSPORTATION N \\� \\\ \ry _\M S C
\�\ \\\ e o F FILL IN WETLAND Q ROBERT D. FISHER
SPEC 'V' DITCH
WOODS SEE DETAIL 17-1 \ \ F SPEC 'V' DITCH m
\ \ $EEDETAILI7-1 MECHANIZED CLEARING
ROCK CHECK DAM N
SEE DETAIL SHEEF 2D-4
Fsbs:os �T3_ DETAIL 9 \
CULVERT OUTLET CHANNEL
W/CL 'TRIP RAP (BANKS ONLY) SITE F \ \ V SNNVi
SLOPE =0.30% CULVERT INLEF C EA OVG �\ / REMO� ` b0 /
,pS,F DETAIL 17-6 (BANK STABILIZATION d� �,y\ '\ o \ \\ Q O
sMislx3 W/CL'I'RIP RAP N3 a X \ /
SEE DETAIL 17-5
SPEC 2' BASE DITCH ODS31 V0 Sf18
SEE DETAIL 17-2 ®gl
CL 'B' RIP RAP PEC 'V' DITCH \\ \ q� / - 0€
E57 2 TONS EE DETAIL 17-1 �- \_
EST 7 SY GF _ \ \ \� \ \\\SN1slk\ / /SPEC 'V' DITCH o lse
WILDLIIiiROGNYG \ \ � \ / /SEE DETAIL 17-11
GRADE TO ENTRACE
n REA(py�= ��=_ .\,� TIE TO EXTG SPEC 2' BASE DITCH CL 'B' RIP RAP _ I I'b o Tlw SS8
DITCH SEE DETAIL 17-2 EST 2 TON$ \. RE Jy I 1 d JN EfPU FGRASS
EST 7 SY GF �� - - oc 0_
O - \ \ , \o \`• - - s eN six)
W O 0 _ �ELBO - _ s — C. \ b N d O bd JI - % - - - - - - - m 00
DITCH GRADING
r 1 N
Q w --- __=_�_��1@TxTRCB .--Y-_��-- - n-- ETAILI - - U)
Q � SSbb.O rr-
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_- LL.I+
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___ UQw
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QN I� SEE = i% _ - 2GI - - - - _ _ _ �� SEEbETML==g---------- --
CV LLI n7
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U) 18" RCP -III s 2D
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UE�10 SY GF I I — — 03 - a ONR x W��
DUE DUE DUE DUE DUE c I
DUE lUELj� DUE cL, TIONSP SPEC VNIYMCH m - DUE DUES
Y SPEC 2' BASE DITCH SEE D J
\ T 7F 7F T I EST 7 SY GF CL 'B' RIP RAP SEE DETAIL 17-10 1 'ssI SPEC 2' BASE DITCH
I SITE 15 DAVLIGF� DITCH W G 2 • - _ SEE DETAIL 17-2
SPEC 3' BASE DITCH \TT�.. ESTT7 SY NS GF
U"1 E T D IN N 8/a
SEE DETAIL 17-3 CULV T INLET CHANNEL s\�ITF7FWFLDLITE CTOSSING A ) I ELT
III/CL 'I' RIPRAP (BANKS ONL p �N7 —(FM
PROTECTION
�LbP�Q2 T (FR'L SLOPE ONLY)
$EEDETAILI7a SEE PER QRING-CL'B'RIPRAP WETLAND EXCAVATION
p EST 2 TONS TIE FROM J3 1
SHEET 1 O 89 EST 5 SY GF UNITED STATES OF AMERICA EXTG DITCH fC
FOR ENLARGEMENT SEE DETAIL 11-9 (CROATAN NATIONAL FOREST) \ r
WETLAND WJ 7- HAND CLEARING 1 W00D5
DETAIL 17-9 \ \ Q
TOE PROTECTION IN WETLAND AREAS DETAIL 17-10 DETAIL 17-11 \ \
Nof fo scale) SPECIAL 'V' DITCH
SPECIAL BASE DITCH -
�\dos IN— to $wlel \ s
FOR -LLT- PROFILE SEE SHEETS 48 & 49 DkIt
Nawrol GrounN 3'�\�'\off Nawml A'� oso< Slope \ \
wenand aea � t Nmpml \ From FOR -LRT- PROFILE SEE SHEETS 48 & 49 Gropnd 3.7 t•\�`+ \
d Gropnd 3.7 D F\°' 0id FOR -Y9- PROFILE SEE SHEET 77 D \
Slope Min. D=1.0 Ff. \
a=1.o H. Geatexne U Min. D=1s N. FOR -Y10- PROFILE SEE SHEET 77 \ � \
B=2.0 Ft. FOR-SRY3DY4C- PROFILE SEE SHEETS 90 & 9/ \ A
Type of Liner= CL'B' Rip -tap FOR-SRY4B- PROFILE SEE SHEET 97 FROM
FROM A. 311+50 TO
OOS STA.111 92 SY94BR7LT \ 8 \
FROM STA. 31+16 TO STA. 31+53-SRY3DY4C- RT FROM STA. 32+00 TO STA. 37+30-SRY3DY4C- RT FROM STA. 10+50 TO STA. 11+00 -Y10- RT \

Submittal February 6, 2024
DETAIL 17-2 DETAIL 17-3 N DETAIL 17-4 DETAIL 17-5 PROJECT REFERENCE NO. SHEET NO.
DETAIL 17-1 R-5777C 17
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH m CULVERT OUTLET BANK STABILIZATION CULVERT INLET BANK sTABIUZATION
(Not to Sfolel INW to S 1e) Iy 1Nolto Sfple) (N. to Sfale)
(Nalco scale) r ROADWAY DESIGN HYDRAULICS
on�n "�f+ — t��°� �Pl-
ENGINEER ENGINEER
l4-1 A'� oTol Slope Nato, 1 •p.\ of From NP1-1 \ o< s Frant / 4�A'c 4 ^ d �"£� / F`Ground 3� Di h Ground 3� Dikh W L Tuck GeoreMila Tuck Geol 1.
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1„1 llYPl CHANNEL ie aifria��irc cogs T°P den3 U=kO Ft, al D'nfh Sio an 1u Ri p in Locations
'3:1 BEHIND B=2.0 FL B=3.0 F. g •Rio-aaP ro be o^ tm rnD Div by fag nz vP �nPC ry y°REo Directed by Engineer '�/ J h (✓ Drected En near N 1
FROM STA. 25+85 TO STA.29+00 -SRY4B- RT GUARDRAIL \\ m m Len lb 30 Ft. 2eom.d. TaP 'q0
FROM STA. 25+80 TO STA. 31+50-SRY43- LT FROM STA. 199+00 TO STA. 202+94 -L- LT FROM STA. 27+50 TO STA. 30+30-SRY3DY4 RT T d 30 R. of Dam saps °a S� (9 L
0 ht. Tonz of Class 'I' R'p Rap, keyed -In, Ezt. 46 SY Geotexlde Ezt.=20 Tonz of Clazz I Rip Rap, keyed -In, Ezt. 33 SY Geotextile
FROM STA. 20+00 TO STA.25+70-SRY4B- R7 FROM STA. 203+50 TO STA. 207+50 -L- LT '6
.. - EROMS7A. 38+00 TO STA. 40+50-SRY3DY4C- RT I I STA. 25+78-SRY46- LT 25+75 - k,,- RT �'� 2Q
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II
W /'� .
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Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
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Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-70
300
2110
260
240
220
21
180
160
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0
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100
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Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
G
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ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINC®Ng1�L1E ]E ]�L.�NS
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Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
0
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Submittal February 6, 2024
DETAIL 18-1 DETAIL 18-2 DETAIL 18-3 DETAIL 18-4 DETAIL 18-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL SPECIAL DITCH GRADING 50' 25' 0 50' 100,
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STANDARD BASE DITCH ry 'y
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SURFACE WATER IMPACTS
PROJECT REFERENCE NO. SHEET NO.
R-5777C 18
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
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W NOT USE FOCONSTRUCTION
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DO NOT USE FOR
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DETAIL 18-1 DETAIL 18-2 DETAIL 18-3 DETAIL 18-4 DETAIL 18-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL SPECIAL DITCH GRADING 50' 25' 0 50' 100,
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STANDARD BASE DITCH ry 'y
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tOADWAY DESIGN HYDRAULICS
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Submittal February 6, 2024
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Submittal February 6, 2024
DETAIL 19-1 DETAIL 19-2 DETAIL 19-3 DETAIL 19-4 DETAIL 19-5 50' 25' 0 50' 100,
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R-5777C
19
tOADWAY DESIGN
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ENGINEER
ENGINEER
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PLANS
DO NOT USE MI
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Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 59 OF 89
DATE: 1 /15/2024
FOR -LLT- PROFILE SEE SHEET 50
FOR -LRT- PROFILE SEE SHEET 50
FOR -Y8- PROFILE SEE SHEET 76
FOR-SRY3DY4C- PROFILE SEE SHEET 91
FOR-SRY4B- PROFILE SEE SHEET 98

Submittal February 6, 2024
DETAIL 19-1 DETAIL 19-2 DETAIL 19-3 DETAIL 19-4 DETAIL 19-5
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PROJECT REFERENCE NO.
SHEET NO.
R-5777C
19
tOADWAY DESIGN
HYDRAULICS
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PLANS
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CONSTRUCTION
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Submittal February 6, 2024

Submittal February 6, 2024
0 10 20
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DETAIL 20-1
SPECIAL BASE DITCH
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Submittal February 6, 2024
50' 25' 0 50' 100' -
DETAIL 20-3 DETAIL 20-4 WETLAND WN SPESEE TAILD
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PROJECT REFERENCE NO.
SHEET NO.
R-5777C
20
LOADWAY DESIGN
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ENGINEER
ENGINEER
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CONSTRUCTION
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CORPORATION JOHN BOYD JOHN BOYD HUGHES, ET UX PROPERTIES SHORE SOUTH SOUTH SHORE PROPERTIES, INC. m / / HW �� 7N SHEET 63 OF 89
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TOE PROTECTION SPECIAL DITCH GRADING (N.to style) STORAGE �N .I.) AND AREAS
(Nat° sr.le) 4 I —style) 4 OF NEW BERN
Nemr.l eea ON HWY 70, LLC `dot
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trace ` Gro.nd sp 4RygDJP�P9 sp e�°" sli.pe wetmnd Are. t� Ir FOR -LLT- PROFILE SEE SHEETS 50 & 5/
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° M�Nrn - I FOR-Y4RPC- PROFILE SEE SHEET 74
ehe� el Bed •pl.0 GeWeMile Under R;pmp FROM STA. 234+00 TO STA. 241+57 -L- LT �J�
Lenstn= zo n q.n.Nd ;n bwtionz Diretled by E�gi.... FROM STA. 234+00 TO STA. 246+00 -L- RT FROM STA. 68+24 TO STA. 69+00-SRY46- RT Type of uner= CL B' Rip -Rap ��' FOR-SRY3DY4C- PROFILE SEE SHEETS 91 & 92
Fsi 40 T°re�Est 7S SY G o'tm;, K'y'd-�n FROM STA. 236+00 TO STA. 239+50 -L- M FROM STA. 68+57 TO STA. 69+00-SRY4B- LT ''a FOR -SRY48- PROFILE SEE SHEETS 98 & 99
STA. 68+34-SRY4B- LT

Submittal February 6, 2024
50' 25' 0 50' 100, -
SPEC 2' E DITCH /
DETAIL 20-1 DETAIL 20-2 DETAIL 20-3 DETAIL 20-4 WETLAND WN SEE TAIL 20-8 /
SPECIAL BASE DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL �t` iOF PROTE TION
SPECIAL 'V' DITCH
(Not to Scale) INot to Scale) (Not to bcale) INol to Scalel SCALE: 1"=100' ILL smPE. NL
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SPEC TBASE DITCH FOR ENLARGEMENT
SEE DETAIL 20-1 \
RIVER BLUFFS LIMITED PARTNERSHIP SURFACE WATER IMPACTS FILL IN WETLAND
TEMPORARY SURFACE WATER IMPACTS MECHANIZED CLEARING
DETAIL 20-5 DETAIL 20-6 DETAIL 20-7 DETAIL 20-8
PIPE INLET BANK STABILIZATION PIPE OUTLET CHANNEL STABILIZATION SPECIAL BASE DITCH
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FOR -SRY48- PROFILE SEE SHEETS 98 & 99

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
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ENGINEER
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Submittal February 6, 2024
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Submittal February 6, 2024
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SCALE: 1"= 50'
DOCUMENT NOT CONSIDERED FINAL
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PERMIT DRAWING
SHEET 70 OF 89
DATE: 1 /15/2024

Submittal February 6, 2024

Submittal February 6, 2024
0
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Submittal February 6, 2024
0
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R-5777C
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Submittal February 6, 2024
0
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5777C
SRY4D-4
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Submittal February 6, 2024
CRAVEN CRAB JONATHAN
COMPANY INC. FULCHER
SPEC. 2' BASE DITC
SEE DETAIL 25-1
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PROJECT REFERENCE NO.
SHEET NO.
R-5777C
25
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INVESTMENTS,LLC
IN
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LOGAN, ET UX
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SPECIAL BASEleDITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL SPECIAL DITCH GRADING
(Not to Sca) (Noll° Sc°lef (Not to Swlel
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FROM STA. 66+90 TO STA. 75+47-SRY4A- LT FROM STA. 25+80 TO STA. 29+80-SRY4D2- RT FROM STA. 312+50 TO STA. 316+00 -L- M
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FOR -LLT- PROFILE SEE SHEETS 56 & 57
FOR -LRT- PROFILE SEE SHEETS 56 & 57
FOR-SRY4A- PROFILE SEE SHEETS 94 & 95
FOR-SRY4D2- PROFILE SEE SHEET /0/

Submittal February 6, 2024
CRAVEN CRAB JONATHAN
COMPANY INC. FULCHER
SEE DETAIL 25-1
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ETAIL 25-2
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ROYSTON D.BLANDFORD MICHAEL Ju
J. LONGO, ET UX
S
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
CRAVEN CRAB COMPANY INC.
WILLIAM M. WILLIAM M.
un VIRTUE, ET UX VIRTUE, ET UX
i;� I I
CL 'B' RIP RAP
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BURNEY L. HAWKINS, ET UX
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PROJECT REFERENCE NO.
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R-5777C
25
IOADWAY DESIGN
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L CONSTRUCTION
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DOCUMENT NOT CONSIDERED FINAL
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UNLESS ALL SIGNATURES COMPLETED
A, vY l /^V SEE DETAIL 25-1 PERMIT D RAW I N G
89 SITE 21 SHEET 76 OF 89
CHA N L
�E ���; V DATE: 1 /15/2024
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PURYEAR & GOWING 0. LOYD, ET UX WOODCOCK, ET UX ROBINSON JR. GRAY, ET AL HILL, ET UX
INVESTMENTS,LLC
REUBEN JULIUS
LOGAN, ET UX
DETAIL 25-1 DETAIL 25-2 DETAIL 25-3 DETAIL 25-4
SPECIAL BASEleDITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL SPECIAL DITCH GRADING
(Not to Sca) (Noll° Sc°lef (Not to Swle1
I Notro Scale) 4
Dikh N.—I N.—I
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8 Min. D=1.0 Ft.
FROM STA. 65+70 TO STA. 66+70-SRY4A- LT Type of Liner= Clas T Rip -Rap B=MR. FROM STA. 312+00 TO STA. 313+50 -L- LT
FROM STA. 63+90 TO STA. 65+20-SRY4A- LT FROM STA. 18+40 TO STA. 25+30-SRY4D2- RT Es1.29 Tons, Est.52 SV Geotextile FROM STA. 312+00 TO STA. 315+00 -L- RT
FROM STA. 66+90 TO STA. 75+47-SRY4A- LT FROM STA. 25+80 TO STA. 29+80-SRY4D2- RT FROM STA. 312+50 TO STA. 316+00 -L- M
FROM STA. 75+70 TO STA. 75+90 -SRYAA- LT STA. 75+60-SRY4A- LT FROM STA. 322+50 TO STA. 324+00 -L- M
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FOR -LLT- PROFILE SEE SHEETS 56 & 57
FOR -LRT- PROFILE SEE SHEETS 56 & 57
FOR-SRY4A- PROFILE SEE SHEETS 94 & 95
FOR-SRY4D2- PROFILE SEE SHEET /0/

Submittal February 6, 2024
\
PROJECT REFERENCE NO. SHEET NO.
R-5777C
SITE 21
N
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PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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10' 5' 0 10,
20' 1 DO NOT USE FOR 6W ACOUBITION
SCALE: 1"= 20'
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STREAM SJ
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SHEET 77 OF 89
DATE: 1 /15/2024
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00 0
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US HWY 70 EBL 24' PAVED ROADWAY
US
70 EB
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
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Submittal February 6, 2024
DETAIL 26-1 DETAIL 26-2 DETAIL 26-3
SPECIAL BASE DITCH TOE PROTECTION IN WETLAND AREAS SPECIAL DITCH GRADING F FILL IN WETLAND
1 Not t° Scel°I 1 Na ro Sc°lel 1 N. m Seel 4
Netur°I
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SEE PERMIT DRAWING
HEET 77 OF 89
—I FOR ENLARGEMENT
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SCALE: 1"=100'
�q0
PROJECT REFERENCE NO. SHEET NO.
R-5777C 26
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY
PLANS
DO NOT USE FOR
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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SHEET 79 OF 89
DATE: 1 /15/2024
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PERMITTED UNDER
R-5777AB /U-5713 PROJECT \ \
MICHAEL GLENN HDFFMAN, ET AL \
HARRY C. DDNCAN JR.
I
J
FOR -LLT- PROFILE SEE SHEETS 57 & 58
FOR -LRT- PROFILE SEE SHEETS 57 & 58
FOR-SRY4A- PROFILE SEE SHEET 95

Submittal February 6, 2024
DETAIL 26-1 DETAIL 26-2 DETAIL 26-3
SPECIAL BASE DITCH TOE PROTECTION IN WETLAND AREAS SPECIAL DITCH GRADING F FILL IN WETLAND
1 Not t° Sc°I°I 1 Na ro Sc°lel 1 N. m Scelel 4
Netur°I
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FROM STA. 75+90 TO STA. 80+90-SRY4A- LT T
YP° F- P FROM STA. 324+00 TO STA. 326+00 -L- RT
FROM STA. 81+65 TO STA. 83+20-SRY4A- LT F.RM STA. 3z�4100 TO STA. 336+00 -L- M HAND CLEARING
Ln
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IMPACTS S ADED GRAY \
PERMITTED UNDER
R-5777AB /U-5713 PROJECT \
MICHAEL GLENN HUFFMAN, ET AL \
HARRY C.DUNCAN JR.
I
50' 25' 0 50' 100,
SCALE: 1"=100'
�q0
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
26
tOADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINA
RY PLANS
DO NOT USE FOR
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Ln
PERMIT DRAWING
SHEET 80 OF 89
DATE: 1 /15/2024
� Qti
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FOR —LLT— PROFILE SEE SHEETS 57 & 58
FOR —LRT— PROFILE SEE SHEETS 57 & 58
FOR—SRY4A— PROFILE SEE SHEET 95

Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-115
300
2110
260
240
220
21
180
160
1
0
120
100
80
60
40
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Submittal February 6, 2024
0 10 20
PROJ. REFERENCE NO.
SHEET NO.
R-5777
L-116
300
2110
260
240
220
2110
180
160
1
0
120
100
80
60
40
20
20
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180
200
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DETAIL 32-1 DETAIL 32-2
PROJECT REFERENCE NO. SHEET NO.
R-5777C 32
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT UBB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
/W ACQUISITION
Balfour Beatty �'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 84 OF 89
DATE: 1 /15/2024
JAMES THOMAS KILLINGSWORTH, ET UX
a�ag�
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JOHN R.BOOHER,ET UX
SPECIAL 'V'DITCH PIPE OUTLET CHANNEL
SURFACE WATER IMPACTS
IIA to Scale) ( NO UTL $cala)
Front Nao� I Natural
DHch 3.J .1 G.wn
Ground 3;J� A-.
ec Slope d p 3
D Min. D=2.0 F1.
Min.D=1.5 Ft. B Mnz. d=,.D h. TEMPORARY SURFACE WATER IMPACTS
B=3.0 F1.
Length=42Ft. I
FROM STA, 52+ 00 TO STA. 53+88-SRY1C- LT Type of Liner=120 BY COIR FIBER MAT
91
FROM STA. TO STA. --SRY1C- LT Est. 40 CY DDE
FROM STA. 11+00 +00 TO STA. 14+00 +00 SRYI DY3C- LT STA. 54+60-SRY1C- RT
FROM STA. 12+00 TO STA. 14+00-SRYIDY3C- RT
DETAIL 32-3
TOE PROTECTION
(Nw m Scale)
oa
'%��� SLOPE
GaOUND d F
GEOTEXIILE
d=1.0 Ft.
Type of l-i-- CI -A 'B' Rip -Rap
FROM STA. 38+50 TO STA. 39+62 -Yl- RT
FROM STA. 39+76 TO STA. 41+09 -Yl- RT
FROM STA. 41+24 TO STA. 42+00 -Yl- RT
DETAIL 32-4
PIPE OUTLET CHANNEL
IN— S,-)
Natural
Ground 3 3�
D
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Ground
d 1
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Est 52 Tons, Est 90 SY GeateNila
E� 90
IVarieble at52
at OoHet)
STA. 40+90 -Yl- LT
FOR -Yl- PROFILE SEE SHEETS 60 & 61
FOR-SRYIC- PROFILE SEE SHEET 84
FOR-SRYIDY3C- PROFILE SEE SHEET 84

Submittal February 6, 2024

Submittal February 6, 2024
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
14+56 to 15+65-L-
1@7'x7' RCBC
0.005
0.006
0.006
40
15+16 to 15+65-L-LT
INLET CHANNEL
0.005
0.004
19
19
14+56 to 14+87-L-RT
OUTLET CHANNEL
0.015
0.002
54
11
2
20+07 to 20+70-L-LT
ROADWAY FILL
0.010
22+60 to 22+81-L-LT
0.001
3
29+31 to 29+62-SRY1C-LT
42" RCP
0.007
4
29+69 to 29+80-SRY1 C-RT
42" RCP
0.001
5
29+70 to 32+33-Y1-
ROADWAY FILL
0.494
0.080
0.001
18+37 to 22+01-Y1 LPD-
26+34-26+38-Y1 RPD-LT
6
14+31 to 16+39-SRY1 DY3C-
30" RCP
0.121
0.030
0.032
7
56+14 to 56+26-L-RT
66" RCP OUTLET CHANNEL
0.001
0.002
6
15
18+83 to 19+46 -Y1 RPD-
66" RCP
0.010
91
18+81 to 18+94-Y1 RPD-RT
INLET CHANNEL
0.002
15
18+85 to 18+94-Y1 RPD-RT
INLET BANK STABILIZATION
20
19+20 to 19+46-Y1 RPD-LT
OUTLET CHANNEL
0.001
13
19+20 to 19+37-Y1 RPD-LT
OUTLET BANK STABILIZATION
25
TOTALS*:
0.627
0.000
0.000
0.128
0.033
0.037
0.011
255
73
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

Submittal February 6, 2024
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
7
20+16 to 21+75-SRY1DY3C-
66" RCP
0.126
0.050
0.043
0.013
156
21+38 to 21+56-SRY1 DY3C-LT
INLET CHANNEL
0.001
9
21+41 to 21+56-SRY1 DY3C-LT
INLET BANK STABILIZATION
20
20+39 to 20+60-SRY1 DY3C-
OUTLET CHANNEL
0.002
0.001
34
17
8
63+34 to 63+43-L-RT
1@6'x7' RCBC OUTLET CHANNEL
0.004
0.003
23
15
29+06 to 29+10-SRY1 DY3C-
1 @7'x7' RCBC
0.007
0.007
67
29+05 to 29+10-SRY1 DY3C-LT
INLET CHANNEL
0.002
22
29+05 to 29+10-SRY1 DY3C-LT
INLET BANK STABILIZATION
30
29+15 to 29+33-SRY1 DY3C-RT
OUTLET CHANNEL
0.002
28
29+15 to 29+29-SRY1 DY3C-RT
OUTLET BANK STABILIZATION
30
9
34+03 to 35+29-SRY1 DY3C-RT
ROADWAY FILL
0.062
0.014
0.004
10
42+04 to 42+30-SRY1 DY3C-RT
ROADWAY FILL
0.002
0.002
11+24 to 12+95-Y1 D2-RT
ROADWAY FILL
0.013
0.010
0.029
11
49+26 to 49+33-SRY1 DY3C-RT
36" RCP
0.001
14
49+28 to 49+32-SRY1 DY3C-RT
OUTLET CHANNEL
0.001
0.001
12
15
12
94+40 to 94+99-L-
60" RCP
0.008
105
61+06 to 61+14-SRY1 DY3C-RT
94+40 to 94+53-L-LT
INLET CHANNEL
0.002
20
94+47 to 94+53-L-LT
INLET BANK STABILIZATION
16
TOTALS*:
0.201 1
0.000
1 0.010
0.073
1 0.078
j 0.036
1 0.012
1 507
1 126
1 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

Submittal February 6, 2024
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
13
103+70 to 103+91-L-RT
48" RCP
0.003
18
103+70 to 103+79-L-RT
OUTLET CHANNEL
0.001
0.001
20
11
14
25+64 to 25+84-SRY4B-
1@7'x7' RCBC
0.001
7
25+68 to 25+83-SRY4B-RT
INLET CHANNEL
0.003
18
25+72 to 25+83-SRY4B-RT
INLET BANK STABILIZATION
25
25+64 to 25+84-SRY4B-LT
OUTLET CHANNEL
0.001
10
25+68 to 25+84-SRY4B-LT
OUTLET BANK STABILIZATION
30
202+88 to 203+25-L-LT
1 at TxT RCBC
0.001
11
202+95 to 203+14-L-LT
OUTLET CHANNEL
0.004
0.003
31
21
15
201+66 to 203+45-L-RT
2@7'x7' RCBC
0.099
0.043
0.033
0.089
16
220+32 to 220+55-L-LT
54" RCP
0.004
33
220+43 to 220+55-L-LT
OULET CHANNEL
0.002
0.001
20
7
17
231+01 to 232+19-L-RT
ROADWAY FILL
0.004
0.019
0.016
18
234+52 to 236+79-L-
72" RCP
0.017
223
235+03 to 235+22-L-RT
INLET CHANNEL
0.001
0.001
26
10
236+47 to 236+79-L-LT
OUTLET CHANNEL
0.002
0.002
16
21
TOTALS*:
0.103
0.000
0.062
0.049
0.089
0.036
0.012
460
98
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

Submittal February 6, 2024
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
19
68+13 to 69+40-SRY4B-LT
ROADWAY FILL
0.022
0.025
70+47 to 71+03-SRY4B-LT
0.010
0.012
20
18+84 to 19+61-SRY4D-
ROADWAY FILL
0.069
0.008
0.005
21
323+61 to 323+76-L-LT
66" RCP
0.006
64
323+61 to 323+69-L-LT
INLET CHANNEL
0.002
0.001
23
12
22
329+01 to 331+42-L-LT
ROADWAY FILL
0.138
0.018
0.019
23
39+61 to 40+24-Y1-
54" RCP
0.011
0.002
93
18
24
40+20 to 41+30-Y1-
54" RCP
0.012
0.001
126
18
40+71 to 41+03-Y1-LT
OUTLET CHANNEL
0.005
0.001
30
10
TOTAL
SHEET 84 OF 87
0.627
0.000
0.000
0.128
0.033
0.037
0.011
255
73
0
TOTAL
SHEET 85 OF 87
0.201
0.000
0.010
0.073
0.078
0.036
0.012
507
126
0
TOTAL
SHEET 86 OF 87
0.103
0.000
0.062
0.049
0.089
0.036
0.012
460
98
0
TOTAL
SHEET 87 OF 87
0.239
0.000
0.000
0.063
0.024
0.036
0.005
336
58
0
TOTALS*:
1.170
0.000
0.072
1 0.313
1 0.224
j 0.145
1 0.040
j 1558
1 355
1 0
*Rounded totals are sum of actual impacts
NOTES:
Site 20: Wetland WP Total Take West of-SRY4D- Due to Loss of Function: 0.039 ac (Impacts not included in table above)
Fill Mitigation = 2:1, Total Take Mitigation = 1:1
Revised 2018 Feb

c-
0
a
3
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See Sheet to For Index of Sheets
See Sheet t B For Standard Symbology Sheet
1 N
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EGIX ��ii
OJECT lJ
VICINITY MAP N.T.S.
BEGIN TIP PROJECT R-5777C
—I— POC STA.10 + 09.89 =
—I— POC STA. 578 + 90.00 (R-1015)
4
Submittal February 6, 2024 STATE OF NORTH CARD I INA
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PERMIT D RAW I N G
SHEET 1 OF 14°�°
�`"
bTATR PRQtF T REPRRENCE NQ
6EEET
NO.
TOTAL
9B8819
R-5777C
]�
STATE PROD. NO.
F.APROl.N0.
DE6CRIPTION
DATE: 1 /15/2024
44648.3.4
WA
DESIGN -BUILD -
LOCATION. U.S. 70 FROM
THE HAVELOCK BYPASS TO EAST
OF
S.R.1116 (THURMAN ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNING, ITS AND
STRUCTURES
NAOOsiNq
zo77
UTILITY
WETLAND
AND SURFACE WATER IMPACTS
PERMIT
BEGIN RESURFACING ONLY
-Y3- STA. 13+04.73
BEGIN RESURFACING ONLY
-SRY4B- STA. 10+69.02 BEGIN CONSTRUCTION
END RESURFACING ONZY
-Y10- STA.10+09.00
S
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION END CONSTRUCTION
-Y2- STA. 10+00.00-SRY/A- STA. 15+03.0]
BEGIN CONSTRUCTION
-Y3- STA. 13+16.85
END RESURFACING ONLY
BEGIN CONSTRUCTION
S
OJ
SRYlB- STA. 11+39.11
BEGIN BRIDGE
-L- STA. 180+19.15L+�
�RY4B- STA. 22+I7.00
�
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END CONSTRUCTION
-Y1- STA. 15+76.03A',
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END
END CONSTRUCTION -L- STA. 180+98.74
-Y6- STA.11+00.41 -SRY7DY3C- >y
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END CONSTRUCTION
SITE 25
END CONSTRUCTION
-Y3- STA. 27+90.87
-Y9-STA.10+8583
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BEGIN RESURFACING ONLY SITE 6 g
-SRY1C- STA. 16+59.21
BEGIN CONSTRUCTION O�
END RESURFACING ONLY -DRI- STA. 10+04.06 : F'f
BEGIN CONSTRUCTION N 18 19
-SRYIC- STA. 30+62./7 END BRIDGE
-YI- STA. 27+44.40 +/- La N Z
SITE 4 SITE 24 `J
END CONSTRUCTION J
-Y/- STA. 45+20.00 '
W \'
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2 —
U
Q� END CON:
-Y7- STA. I
THIS PROJECT IS WITHIN THE MUNICPAL BOUNDARY OF THE CITY OF NEW BERN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
SITE 10
\l—
i�+K \ y
CONSTRUCT
-Y8- STA.11+01.00
N END CONSTRUCTION
-SRY4B-
SITE 20
a NA003i�2
0
077
-RR4-
-SRY4A-
22 23 24
-L- US-70
END TIP PROJECT R-5777C
—I— POT STA. 355 + 64.22 =
—I— POT STA. 250 + 00.00
(U-5713 IR-5777A&B)
6
-SR1aA
INCOMPLETE ]PLANS
DO NOT USE FOR R/W ACQUISITION
]PRELIMINARY ]PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

Submittal February 6, 2024
' 50' 25' 0 50' 100, PROJECT REFERENCE NO. SHEET NO.
DETAIL 6-1 DETAIL 6 DETAIL 6-3 DETAIL 6-4 PERMIT DRAWING R-5777C 6
SPECIAL 'V' DITCH SPECIAL DITCH SPECIAL BASE DITCH SPECIAL DITCH GRADING /[,jq CALE: 1" =100' SHEET 2 O F 14 ROADWAY DESIGN HYDRAULICS
'l ENGINEER ENGINEER
I — -1.) Fmm (Not scale) (N.. Spate) 4 I Nm ro S.W) /'\
N I A'� Sploepe NOluml OI Front N—I�\;.'
G.puwd3, Fp' D\�\p G,eppd 3o,l� '��� F sDA E: 1/15/2024p I oISlope"B
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Min. D=1.5 F1. " Min. D=1.5 Ft. lam.! Min. D=2.5 Ft. ` / 'in A.�O
B=2.0 Ft. B=3.0 Ft. 'SEE CROSS SEC00N5 Min. D=1.0 k. G�7 'Y
FROM STA. +75 TO STA. 37+50 -SRY1C- RT FROM STA. 23+00 TO STA. 25+50 -L- LT
/'� F� M $TA. 26+00 TO STA. 35+50 �RY1B- LT FROM STA. 23+00 TO STA. 36+00 -L- RT FROM STA. 33+50 TO STA. 36+00 -L- MED A
/ FROM STA. 24+50 TO 26+00-SRY1B- LT 'l
� �' DETAIL 6-5
SPECIAL 'V' DITCH
INmm xple) F,on, COMPANY
WEYERHAEUSER Balfour Beatty
oe" N A'> e� ��^P^ LEE PDLISKO
PLISKO StN
Gsc G—d p,:. D F\p \ \ \\ \ DOCUMENT NOT CONSIDERED FINAL
o P�� Min. D=1.0 Ff. JACKSON FAMILY, LLC
UNLESS ALL SIGNATURES COMPLETED
2-2J. LLC FROM STA. 30+50 TO STA. 36+00-SRY1C- LT C) ,,\ \\\ \ SP 1sp
Sp
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U Q W 2GI ls„ 2Gi — — ------ US 70 EB ------ — q•PAVED — — — Q N (�
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FS, SEE DETAIL SHEET FES 4 1E' RCP
j, �_� 0 2D-4 DETAIL 12
US 70 WB GRASS GRASS MO E
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CL 'B' RIP RAP WOODS -=oj- - - -•�- - - - - - _ - -- - 7 w / \\ - PxoP uro . - - _ LL
EST 2 TONS PECD SE DITCH C� - -. U in
EST 7 SY GF WOODS !PEC 'V' DITCH
NC DEPT. OF TRANSPORTATION I
'•'\ EE DETAIL b-5-
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TIE TO
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or urc IE coxou�i ie PnoP-
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om ws \� \ SITE 4 ��� DIRECTIONAL BORE
w UG POWER, TEL
of ���-�—��
gym\ KERN COMPANY, INC.
N� WETLAND WD
MOODS
\' KENNETH McGOWAN ALL DIRECTIONAL BORE PITS
BFFG LLC
�y COUNTY AND HAND HOLES TO BE LOCATED
OUTSIDE OF JURISDICTIONAL AREAS
FOR -LLT- PROFILE SEE SHEETS 35 & 36
FOR -LRT- PROFILE SEE SHEET 35 & 36
Ha.oe FOR-YIRPB- PROFILE SEE SHEET 63
FOR HAND CLEARING FOR-SRYIC- PROFILE SEE SHEET- PROFILE SEE S88/& 82
PRELIMIN
RY PLANS
DO NOT USE Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
�W ACQUISITION

Submittal February 6, 2024
0
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5777C
SRY1C-8
150
1
0
130
120
To
100
90
80
70
60
50
40
30
20
1
1
2
D
3
D
4
D
5
D
60
70
80
90
100
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1
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0
0
0
1
0
1
0
1
0
1
0
1
0

Submittal February 6, 2024
PERMIT DRAWING
SHEET 4 OF 14
DATE: 1/15/2024
c, I
MATCHLINE-Yl-S 23,00 (SHEET 30)
Sir
IBM
will
%
V) M
ro-111- 0 IN I
D—L
'5
D-L D- "I OF
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OR ENLARGEMENT ALL DIRECTIONAL
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-Y1- STA 36,00 (SHEET 32) GRAPHIC SCALE
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HAND CUEARIIN. 1 11 3,111
WETLAND WE I PLANS

Submittal February 6, 2024

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
RY1DY3C-2
1
0
1
0
1130
120
To
100
90
80
70
60
50
40
30
20
1
13
20
30
40
50
60
70
80
90
100
110
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BANK STABILIZA
W/CL 'I' RIP RAP
'XE DETAIL 8-3
Submittal February 6, 2024
DETAIL 8-1 DETAIL 8-2 DETAIL 8-3 DETAIL 8-4 DETAIL 8-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH CULVERT INLET BANK STABILIZATION CULVERT OUTLET CHANNEL CULVERT INLET /OUTLET BANK STABILIZATION
(No to Swle) (Nat to Swle) (N.110 Smle) (No I. Scala) (No. Swle) I
From ]:I Ne1u�I 2et�nd
Ditch '"mod NPNrvI Nmgrolepw
N°Nrpl From \ °t Ground \ Ground "< d•
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Tuck Geore�tile Key Riprop into of 1N
Ln p Minimum o11N Key Riprop inb Ge°textile B o Minimum of IN Channel BoNom (TY➢I
-BJ Min. D=1.5 F. *3:1 BEHIND Min. D=1.5 F. ITy� CNpNNEL BED Channel BOHom(Typ) Ilya (TWO Place Geotertile Under
B=2 Ft. GUARDRAIL Length=41 R. rvdvble) Length= 47 H.
CHANNEL BED Ri ro in Le<miem
Min. D=2.SF1. Each SNe (variable) Directed by Engineer
FROM STA. 63+45 TO STA. 66+00 -L- LT Esc 60 Tons of cross T Rip-Rop, Keyed -In Type of Liner=CL 'I' Rip-Rop - Keyed -In Inn2. - 3 H.
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+05-SRYIDY3C- LT fo Top of Bank, Ezt. 24 CY DDE •Place Gewenile Under Riprep Ezt 50 Tonz, Ezf 85 SY Geote file d=2.5F. d=2.o - a.o Fc oo Rn s5i��mr� .o ¢n odm. o°
FROM STA. 29+00 TO STA. 42+50-SRYIA- LT FROM STA.29+10 TO STA. 31+50 -SRYI DY3C- LT Ezf.t05 SY Geofedile on: D.,e..fed by Engineer -1170 CY DDE B=4.OF. Est.=30 Ton: of Clasz'I' Ripe Rap, kayo&ln, Est. 68 SY G—file
t WOODS
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T
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SEE DETAIL 8-9
w0�.
z + P�
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2 LU MH 7NOJ
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PROJECT REFERENCE NO.
DETAIL 8-6
R-5777
SPECIAL DITCH GRADING
(No I. Swle)
ROADWAY DESIGN
4
ENGINEER
IPA
~y4R��\P0� SP
*SEE CROSS SECTIONS Min. D=1.0 Ff.
FROM STA. 66+00 TO STA. 69+00 -L- LT A
FROM STA. 70+50 TO STA. 77+00 -L- LT Ji
SHEET NO.
ENGINEER
PRELIMIN
RY PLANS
W NOT USB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
7W ACQUISITION
FROM STA. 30+50 TO STA. 31+60 -SRYIDY3C- RT STA. 13+30 -Y1 RPA- RT STA. 11+78-Y1RPD- LT STA. 29+10 -SRY1 DY3C- LT
FROM STA.32+10TO STA.34+60-SRY1DY3C-LT M STA. 29+25-SRYIDY3C-RT PERMIT DRAWING
r,0 FROM STA. 34+60 TO STA. 40+50 -SRYI DY3C- LT
FROM STA. 41+50 TO STA. 42+70 -SRYIDY3C- LT
FROM STA. 10+75 TO STA. 12+00 -DR2- LT SHEET 7 OF 14
FROM STA. 10+75 TO STA. 12+00 -DR2- RT
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DATE: 1 /15/2024>>
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i
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SEE DETAIL 8-6
E
SPEC 2' BASE I
SEE DETAIL 8-1
PNOP — GAS LINE
E E
SCOOM
SPEC DITCH GRADING
CL 'B' RIP RAP
2 TONS
EST INUI wG cns LINE
-
SY GF
- E E
SPEC
SPEC
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50' 25' 0 50' 100,
SCALE:1"=100'
C LU
LLJ
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v
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SEE DETAIL 8-6 LU O
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— —d A — — —2GI-D FS, CFF AlnL— ZTt'I q — — („� Q LJJ
21)= DETAIL 12 — 4'PAVED SHOULD od --n=� -- — �i ni— — F-
------------- --- US HW✓ 70 EBL 29'PAVED ROADWAY ----M / --- --- --- ___ __ Q
I
AND HAND HOLES TO BE LOCATED
lQi II Im OUTSIDE OF JURISDICTIONAL AREAS
STREAM SB �
la I!
31vD1 41a �
cy �I I ll,X
4 n DETAIL 8-7 DETAIL 8-8 DETAIL 8-9
3 WOODS
X WOODS SPECIAL BASE DITCH
TOE PROTECTION TOE PROTECTION IN WETLAND AREAS
a y X Y', r(1] (N°t t° Swlel (Not to Scolel � a\ (No110 Swle) 2,J
KER DIRECTIONAL BORE =1 � .B _ ii 3>0' SLOPE oc�w N°tur°I .°t Fr^^t SPEC 'DI
Xg _ _ NnTURAL \f N-1 GroDnd' Groend 3� 3' Ditch `
UG TEL C CUR o..D d f wexond prep 3 F`\ D P°�g1 slop SEE DETAIL 8-
BAN STABILIZATION A SVIN GEOTDTILE �d LBj
Min. D=1.5 H.
/C 'I' RIP RAP 0 C d=1.0 Ff. d=1.0 Ff. Ge°textile B=2 H.
E DETAIL 8-5 11gOivd -- COMPANY, INC. Cn �J
Type of Liner= Clwe'B' Rip-R,p Type Of Liner= CL'B' RipA p FRO - RT
ROCK CHECK DAM - EC DETAIL
HAND CLEARING
SEE DETAIL SHEET 2D-4 I SEE DEFAIL 8-2 FROM STA.35+20 TO STA.36+00-SRriDY3C- RT FROM STA. 34+00 TO STA. 35+20-SRYIDY3C- RT DIRECTIONAL BORE
DETAIL 9 SPEC 'V' E ITCH I RAVEN COUNTY UG POW, TEL
PE 'V' DITCH SPEC ' ' DITCH
SEE DETAI 8-2 v SE :DETAIL B-2 SEE D AIL B-2Q-
CL 'B' RIP RAP
EST 2 TONS 'o
EST 7 SY
P TE / IE_ — — — — — — R R TEL �ABLLG _
BLEB - E — —
<� `— R
15" W/ < S pa � P' `
2 ELBOWS GY ARSITE 9 PROPOSED 6" PVC SL
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WOP UIG PG CAB 41'PNOP O/G:I]W LES—
PROP wG PUE "oulT
_ TABILI-T DIRECTIONAL BORE
`� '1EEC IL 8-5 UG POW, TEL
, \
4 SRYIDYJC- / „E / -
2GI Pa° "` ' e�E SITE 10
oIa TT:Lo .
" EST 2 TONS — _ _", F — -- — P"GpGIGP°�ppe"Q�EWETLAND WRR
EST 7 SY GF F - - R
oP OIN Pow L:nE
—PROP DIN Pow LINE L x oP alx Pan LINE ND, U,B Pow CABLES oP a PUNCE,E v -o
G FOR -LET- PROFILE SEE SHEETS 38 & 39
Ro uic Pw cABLEe PR PROP ufa Pow CABLES PUE m Tn FOR -LRT- PROFILE SEE SHEETS 38 & 39
PR PROP I E
wG TEL ooNoulT PRaP G i I ROP G Pw BLEG PROP rB L ooNoulT - ooNou= oNo PUE — FOR-YIRPA- PROFILE SEE SHEET 62
PUE PUE TOM, W PUE PUE PUE PPUE
PROP F1 g CL 'B' RIP v o FOR-YIRPD- PROFILE SEE SHEET 65
€[:S S�(FILEL
Y GF / OPROTECTION SEE DETAIL 8-7 m m FOR -DR2- PROFILE SEE SHEET 77
WETLAND WG UGE POW, TELBORE SLOPE ONLY) FOR -SRY/A- PROFILE LEE SHEET 79
L 'B'RIP RAP FOR-SRYlDY3C- PROFILE SEE SHEET 85
EE DETAIL 8-8
----
—_—
--------
- REMOVE ----------
------------
4'PAVED SHOULDER
_----
---------
--------
— — — — —
------------ -- ------
--_--
-------- —_ ---- --—4'PAVED SHOULDER -------- ----
-----------
---------------
— — — — — — — —
---
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WOODS
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WOODS ALL DIRECTIONAL BORE PITS
UT ILITY POLE IMPACTS (18" DIAM)
SLOPE
SEE DETAIL 8-4
!I I
WOODS
FILL IN WETLAND: 20 SF

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C 3RY1
DUC7
1
0
1
0
1130
120
To
100
90
80
70
60
50
40
30
20
1
13
20
30
40
50
60
70
80
90
100
110
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1
0
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150
PERMIT
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14
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1 /
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Submittal February 6, 2024
DETAIL 9-1 DETAIL 9-2 DETAIL 9-3
SPECIAL BASE DITCH SPECIAL 'V' DITCH STANDARD BASE DITCH
I Neff° Smle) IN— kale) (N.. Smle)
Frenf
Natural
NO NN1 F.NN 1 °t Slop Ground
II ee II
Ground 3.Y p PyN't SI pe Ground 3.2 F\o"°t/ p 3'
D
Min. D=1.5 Ft. Min. D=1.5 H. Min. D=2.0 N.
B=2 Ft. B=3.0 H.
FROM STA. 78+50 TO STA. 81+00 A- RT STA. 83+00 -L- RT
FROM STA. 77+00 TO STA. 78+50 -L- RT FROM STA. 81+00 TO STA. 83+00 -L- RT O
'ROM STA. 42+50 TO STA. 44+10 -SRYIA- LT FROM STA. 42+70 TO STA. 43+57 -SRYI DY3C- LT Ln
:ROM STA. 44+50 TO STA. 48+44 -SRYA- LT FROM STA. 43+57 TO STA. 46+00 -SRYI DY3C- LT
:ROM STA. 48+44 TO STA. 53+44 _SRYIA- LT FROM STA. 47+50 TO STA. 49+28 -SRY1 DY3C- RT
'ROM STA.53+44 TO STA. 56+50 -SRYIA- LT FROM STA. 49+32 TO STA. 53+90 _SRYIDY3C- RT
FROM STA. 54+20 TO STA. 57+00-SRYIDY3C- RT
UT FROM STA. 10+50 TO STA. 13+15 -Y1 D2- LT
C' FROM STA. 11+00 TO STA. 12+50 -Y1 D2- RT
DETAIL 9-4
PIPE OUTLET CHANNEL STABILIZATION
21t (Nef fo Xolal
a(Ty PI N 1Bed
III.- Elevmi; n
Gnun Ground
ap,k mpfvxfile
r n aIN
Le
GrofeNile' Cban del Bed m% ngth=12 H. (var' I 'Flare .—I. Under Ripmp
bk in Lorofions UirzaM by Engineer
Eat. 15 aClass'I'Rip-Rap, Keyed -In
Est. 30 SY SY Geawcfile
STA. 49+30 -SRYIDY3C- R1
ECJ TARHEEL INVESTMENTS, INC.
SPEC T BASE DITCH SPEC 2' BASE DITCH
:SEE DETAIL 9-1 SEE DETAIL 9-1
CL 'B' RIP RAP
EST 3 TONS
PROP U/G GAS4LIN G GV LI
—E— E — _ — — — — — — -
tttllpiiii H W
-J 17JA-
SPEC DITCH GRADING
CL 'B' RIP RAP
EST 2 TONS
EST 7 SY GF
PROJECT REFERENCE NO.
SHEET NO.
DETAIL 9-5
R-5777C
9
SPECIAL DITCH GRADING
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
4 (Na Sale) 4
._
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gR�gBZ J .PNk sp
'SEE CROSS SECTIONS Min. D=1.0 Ft.
Q
FROM STA. 83+00 TO STA. 85+SO 4- RT
FROM STA. 80+00 TO STA. 91+00 -L- LT
DETAIL 9-6
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SPECIAL DITCH GRADING
7
4 (N.. Scale) 4
D i _
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Balfour Beatty StN
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DOCUMENT NOT CONSIDERED FINAL
I ^ I
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B= `Variable
UNLESS ALL SIGNATURES COMPLETED
FROM STA. 85+50 TO STA. 91+00 -L- RT
PERMIT D RAW I N G
50' 25' 0
50' 100,
SHEET 9 OF 14
DITCH BERM TO EL 26.8 SCALE: 1"=100'
DATE: 1 /15/2024
SEE SHEET 2D-4, DETAIL 13 7
PRELIMIN
RY PLANS
W NOT USB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USE MR
7W ACQUISITION
NAE L­ cns uN CL 'B' RIP RAP +
IQ E
GP U/G w LIN EST 2 TONS f) O^
�° wa
Lo
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FS, SEE DETAIL SHEET I ZS'bLa13Z-13-
2D-4 DETAIL 11 2GI n
2GI-D I WOODS 2GI ` FS 2 E ETAIL DETAIL SHEET WOODS00 r 2GI 10 FS, SEE DETAIL SHEET
I SPEC DITCH GRADING = -
= _
LLJ
W W .ZI M--� --M-I----M---- ----- ------------ -9 702eg------ -- ---- ---- ---- -- --_-- ------------ --- --- --- -- O
2 M 1 M M _
M _ _ W
Z (q —� ,— � � - — -- —�,L— —�, -- -- — --- -- — Z ++ O
-L - - -L- - 2D-4 DETAIL 12
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Q tIL-SH -{"7»- i i Al-nl- �U nl C - - - - 2GI-D - �" = 6)
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(n _ -- __ --- SPEC DITCH GRAD -----_
J ----------- ------ e, EST 90 CY DDE - EST 30 SY GI SEE DETAIL 9-5-___---- _---------- 0 o ro w
---- --
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_ SPA iV31DT -_
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SEE DETAIL 9 / 2 d woSER DETAIL 9-2 SEX
WOODS N015 S OV 1 I I
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/ aoou'T DITCH lop. I III I I OjSI d III do wtlo I I { I aJN
SEE DETAIL 9-2 77
?0S CHANNEL STABILIZA ON eWi / I I 1 ` _ ❑ 1 11 X // INO
a` s/ SITE 25 W/CL'I'RIP P I I I I I 1 I I ins
P cP� KERN COMPANY, INC. SEE DETAIL -4 - I I 60 dvind I I, X alvo S 11
COMPANY 7 , / pia + Nl8 I
MATCHLI E g DIRECTIONAL BORE N° A
P N NSET UG COMM S X �H R0Y M. A
�a
G,a
ROY M. ROY M. EBORN,
EEORUX EBO N ET UX
�JUX
ERNEST P.
DOUTHIT, ET UX
N� iJ e 1l / a WETLAND WQQ ld I CRAVEN COUNTY RICHARD D. MONTY A.
C '9 Lp / W / / , SPEC LAT 'V' DITCH HARDISON, ET UX CAMPBELL. ET UX
C CL 'B' RIP RAP fC 0 1 SEE DETAIL 9-2
,(� - EST 3 TONS ALL DIRECTIONAL BORE PITS
v� �j I , / EST 10 SY GF /lI
r _X ( l TIE TO AND HAND HOLES TO BE LOCATED
D .GG F / EXTG DITCH OUTSIDE OF JURISDICTIONAL AREAS
l W I
SPEC 'V' DITCH ww o 0
E SEE DETAIL 9-2 W `"
E D CONSTRUCTIONHANFOR -LLT- PROFILE SEE SHEETS 39 & 40
7IO2— ST,4,I3+/J).OI � CLEARING FOR -LRT- PROFILE SEE SHEETS 39 & 40
� �. FOR -SRYIA- PROFILE SEE SHEETS 79 & 80
Mg7CH I FOR-SRYIDY3C- PROFILE SEE SHEETS 85 & 86
LAVE INcc, FOR -YID2- PROFILE SEE SHEET 89

Submittal February 6, 2024
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Submittal February 6, 2024

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
SRY4D-4
49
150
1
0
1130
120
To
100
90
80
70
60
50
40
30
20
1
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20
30
40
50
60
70
80
0
1
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110
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110
1
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20
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Submittal February 6, 2024

Submittal February 6, 2024
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
4
29+79 to 30+89-SRY1C-RT
UTILITY
0.037
6
15+01 to 16+52-SRY1 DY3C-RT
UTILITY
0.065
9
33+49 to 34+26-SRY1 DY3C-RT
UTILITY
0.018
10
42+03 to 42+44-SRY1 DY3C-RT
UTILITY
0.029
20
19+01 Tto 19+56-SRY4D-RT
UTILITY
0.032
24
41+21 to 41+38-Y1-RT
UTILITY
0.001
25
46+04 to 46+32-SRY1 DY3C-RT
UTILITY
0.003
TOTALS*:
0.000
0.000
0.000
0.000
0.185
0.000
0.000
0.000
0.000
0.000
*Rounded totals are sum of actual impacts
NOTES:
Site 10: Utility Pole Impacts (Fill -18" Diameter Pole) = 20 sf
Revised 2018 Feb

See Sheet to For Index of Sheets
See Sheet t B For Standard Symbology Sheet
1 N
R E
OI 4
7D
pi
'c
�4
EGIN ��ii
OJECT lJ
VICINITY MAP N.T.S.
BEGIN TIP PROJECT R-5777C
—I— POC STA.10 + 09.89 =
—I— POC STA. 578 + 90.00 (R-1015)
4
Submittal February 6, 2024 STATE OF NORTH CAROI ILA
DIVISION OF HIGHWAYS
CRAVEN COUNTY
BUFFER D RAW I N G
SHEET 1 OF 13
�`"
bTATR PRQtF T REPRRENCE NQ
6EEET
NO.
TOTAL
9N8819
N.C.
R-5777C
I
STATE PROD. NO.
F.APROl.N0.
DE6CRIPTION
DATE: 1 /15/2024
44648.3.4
WA
DESIGN -BUILD -
LOCATION. U.S. 70 FROM
THE HAVELOCK BYPASS TO EAST
OF
S.R.1116 (THURMAN ROAD)
TYPE OF WORK:
GRADING, DRAINAGE, PAVING, SIGNING, ITS AND
STRUCTURES
Nqo\
03/Nq
?p77
BUFFER IMPACTS PERMIT
BEGIN RESURFACING ONLY
-Y3- STA. D+04.73
BEGIN RESURFACING ONLY
-SRY4B- STA. 10+69.02 BEGIN CONSTRUCTION
END RESURFACING ONLY
-Y70- STA.70+09.00
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- STA. I0+00.00 _� /AOSTA. 75+03.0�
BEGIN CONSTRUCTION
SITE 14
CS N TRUCTION ONLY
GIRESURFACING
0
-Y3- STA.73+16.85
SRYIB-STA. 11+39.11
SITE 12GSTA.
IB BR�G�S
RY4B- STA. 22+I7.00
W
END CONSTRUCTION
-YI- STA. 15+76.03>,,,
�,
12
13
14
L
16
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17
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-YJRP9-� 1
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END CONSTRUCTION
11+20.00
P
END CONS
,TRUC X
EL- STND A I80+98.74 +/-
-Y5- STA.
-Y6- STA.D+00.41
-SRYIDVX
>y
SITE 13
END CO RUCTION
END CONSTRUCTION
-Y3- STA. 27+90.87
-Y9-STA. 0+85.83
Q
C7
I k, R"A AMA - wn A, M ME I r-M
SITE 1 6
BEGIN RESURFACING ONLY SITE 23 Q
-SRYIC- STA. 16+59.21
BEGIN CONSTRUCTION
END RESURFACING ONLY -DRI- STA. 10+04.06 + tf
BEGIN CONSTRUCTION N 18 19
-SRYIC- STA. 30+62.17 END BRIDGE
-YI- STA. 27+44.40 +/- W N
SITE 24
END CONSTRUCTION J
-YI- STA. 45+20.00 '
W
Z
J
U
QEND CON:
2 -Y7- STA. I
THIS PROJECT IS WITHIN THE MUNICPAL BOUNDARY OF THE CITY OF NEW BERN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
c
a
4-
E
L
cl
SITE 11
SITE 16
��5 I
N END
pp NA003i
CONSTRUCTION C2p77
[A.12+20.00 p
9GE
+46.42 +�
® RR4
-SR-SRY4A-
22 23 24
-Y4RPB-
-I- US-70
END TIP PROJECT R-5777C
—I— POT STA. 355 + 64.22 =
—I— POT STA. 250 + 00.00
(U-5713 IR-5777A&B)
-SRY4A-
IINCOM]PLETE ]PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY ]PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
_U
US-70

Submittal February 6, 2024
DETAIL 5-1
SPECIAL 'V' DITCH
(Notto Scole)
Front
Ditch
N.W.1 p'� pt Slope
Q Ground b°n D F\o sc
w q ROBERT B. \ O p7` Min. D=1.5 Ft.
= HARDISON, ET AL
0 f� X FROM STA. 15+50 TO STA. 18+50 -L- RT
w WETLAND Wi4w '
GOODWIN
m N0 C ERT INLET M IJNEL''\ CREEK
¢ W/CL 'I' P RAP (BANKS tuJLl')
m SEE DETAIL'S-51-
¢ ONOSI WOODS
SPEC 2' BASE DITCH
SPEC DETAIL T I E DITCH W/CL 'B' RIPRAP'� `
SEE -4 EST TONS, EST 131 SY GF >•
SEE DETAIL 12 E
13Noa E E \ �\ - C
O REMOV
DITCH GRAD
Z + ---_ I
J � T----
U Q W — GRAss m
J
SPEC DITCH
/ I d
/ MO
isl
� I
)LE ILIZATION
W/ L 'II' RIP RA
EE DETAIL 5 / / /
L"' I
DETAIL 5-2
SPECIAL 2' BASE DITCH
I Not to Scale)
N.—I o< Front
Ground p't�yat si.p
d 3'7 D F\
Tuck Gepteslil. a
Geofe.tile B Minimum of 1N'0'
Min. D=2.Ol
d=1.01,
Type of Liner= Class 'B' Rip -Rap, KeyedJn 8=2.0H,
FROM STA. IA+On TO STA. IA+7O -SRY1 R- LT
DETAIL 50, 25'
DITCH
SPECIAL BASE DITCH LPL-LLL�LL�r
( Not to 5mle)
o S(
Natural \ of F..N
Gmpnd 3/ °eD Sikh
_. Min. D=2.5 Ft. w
13=3.0 11.
FROM STA.18+00 TO STA. 24+50-SRY1B- LT FROM STA.21+30 TO STA. 23+00 AL RT ? O'
WETLAND WB JACKSON FAMILY, LLC
/ SPEC 3' BASE DITCH / / W00p5
W/CL 'B' RIP RAP SPEC 3' BASE DITCH
EST 128 TONS, EST 335 SY GIF / / SEE DETAIL 5-3 —eTM— — —e —T'
SEE DETAIL 5-8
CL 'B' RIP RAP �� I R
x—
E—E---- 2 TeNS 'c ' /
— yy
I M +B�— � � XT�'
ma
M/11 DNI151X3
OC`J i%
�"i1110
I MIN= J Fk
g <
'� _
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ae
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s
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••r •fJ1Vri �M.,�E�va %, ,I'T ? tl ; XIS F .�F KLMfl
(ID
4.
E<fl • ��''b���4L71An1�+rZ�.�' .
I 24,. _
CLEAN OUT M ONlisrxa
EXISTING DITCH N
OR
"/ OPES FLATTER
REMOVE CLEAN O�—
0
LU o
? W N
� J
1
PROJECT REFERENCE NO. SHEET NO.
R-5777C 5
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USE PO
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USB POR
,W ACQUISITION
Balfour Beatty �'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 2 OF 13
DATE: 1 /15/2024
1 UAVID A. / / ` � / � EXISTING DITCH
SAX'4 , / / 3:1 SLOPFg OR
E U
I 1
did GOODWIN nq uw
Ado vJ II e' / / / //� / I 1 I I TONS \ lk \
71W CREEK r MICHAEL A. MILLER, ET UX �/ ti �g / �/ I I I -Lse I EST SY GF \
JEREMY R. /
RODAMAKER DAVID A. SANBORN, ET UX
CROATAN FREE WILL
1- BAPTIST CHURCH x
I \
— _ — _ _ "\ � / j /� /// IiNo ee of \\ \
FREE \
�" I.,C WILL LL BBAAPTIST I I \\
ALLOWABLE IMPACTS ZONE 1 /// �,� CHURCH
� I BdSI
ALLOWABLE IMPACTS ZONE 2 / a // // / a I� I��
DETAIL 5-4
SPECIAL BASE DITCH
(Nat to Smle)
Noturol \ oc Front
Ground 3.7 D p' Di1ch
I� I� F\o�ot slope
k.-"°� -.J Min. D=1.5 Ft.
B=2 Ft.
FROM STA. 13+50 TO STA. 16+00-SRY1B- LT
DETAIL 5-5
CULVERT it
CHANNEL
IN— S 16)
Nwurol Noturol
Ground "I D 3.� QucGround k GeokMile
Minimum of 1N
Geotedile g IrYFI
Min. D
Key -In Rlp-R.p per5td.Dw 876.01 B=5.OFf.
Type of U.n CI,,s' I'Rip-Rap'o Top Bank
Est. 50 ions, Est. 80 SY Geotexlile
Est. 35 CY DDE
DETAIL 5-6
CULVERT OUTLET SCOUR HOLE STABILIZATION
INMM S—)
N.—I Bed
Ground El —lion Notur a
�n Tuck Geoteaiile a
Mi— of 1N
2.0" 21 or IDTI
GeoteMile' Fl�trerH "
6inin ur .b
C lift d Ge WAI. Under Ripmp
l 'th= 56 R. in L.c.tiom Di— by Engineer
Tyye p Liner-CL'll' D>R.p 1. T p Bonk - KeyedJn OYn
E11 210 —, Est 2d6 SY GeMex k
STA.17+08 -SRYIC- RT
STA. 16+78 -Si B- LT
DETAIL 5-7
SPECIAL DITCH GRADING
4 (Not to Scots) 4
D
spy A D 0 5P
'�9g2F Npwp.
'SEE CROSS SECTIONS Min. D=1.0 Ft.
FROM STA. 12+00 TO STA. 23+00 -L- LT
FROM STA. 13+00 TO STA. 15+50 -L- RT
DETAIL 5-8
SPECIAL 3' BASE DITCH
( Not to Scots)
Natural Frain
Ground p'� °c slope
of D Dill
3.7 Po
µark Veotealle
Geo 1. B nim m f 1N IrYq
Min. D=2.OFt.
d=2.OFt.
Type of Liner= Class'B' Rip -Rap, Keyed -In B=3.OFt.
FROM STA IA+RO TO STA 1R+OO _SRY1R_ IT
EE I I x
CROATAN FREE WILL I D
BAPTIST CHURCH I I � ��
aJ R \
CROATAN FREE WILL I I — — — Eo%
BAPTIST CHURCH
\
11WSl
X
WOODS — — \ ag\\ �,
FOR LLTI PROFILE SEE SHEET 34 } \ 00
FOR -LRTI- PROFILE SEE SHEET 34
FOR -LLT- PROFILE SEE SHEET 35 \
FOR -LRT- PROFILE SEE SHEET 35
FOR-SRYIB- PROFILE SEE SHEET 8/
FOR -SRYIC- PROFILE SEE SHEET 83
WOODS

Submittal February 6, 2024
BUFFER DRAWING R-5777c 7
314 SHEET 3 OF 13'^�' F `a
�v 07y DATE: 1/15/2024 IN PIfpLIMIN RY�xPLANB
T �- p � \ ze'%iru sia r d,Z INGtlMP E PLANB
MATCHLINE 9�0�
(SHEET 31)'
Balfour Beatty st'
000um
ex
vo, / F a MATCHLINE-Y7-STA23+00(111EET30)
wew.,,e xo F s Vic" c..e�"c
of
SEE BUFFER DRAWING ro :o
/ j I SHEET 4 OF 13
w I FOR RfFMFtNj
Fu —IL xvcsruFnr& K. ,,, os aL i z
� en,e ,oxs s
see on.s„
Eat
—'
-- ----------- us ro we
rs n-, v vrs o.x. TE
as cF
--- --
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rl SITE ss7e no
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�k
N I
i
iF
,wo., n.reM1e n..r<.,, .xau
dwnoo.
DfiAlLll DfiAIL
sxc �
x
E,
t LTT
x ,..r,ro- e.
" 5-
LLL
o xn n �n L 14
7. �w
s..,o-sn,or,c n 6Aivw moo, e II l 1 r �-z ,�� er—
LLT
xo. na r.«so ,o .00 s,nor,o- s, I — — — — — — — —
SEE BUFFER DRAWING F -uurrT irine scc sHc�rs i6.n'a
x.s a,�;Bn ax MorF SHEET 5 OF 13
OR Yl PROF,t£ S££ SHEET 62
FOR ENLARGEMENT n� PROF, EEe sncEr u
SEE SHEET 63
n.,o.,. MITIGABLE IMPACTS ZONE 1 vw., s , so o s.,. .,x�.r v Ys Po P,� sce sneer
I / FORl —(E SEE SHEEE Tl
" ,ox nti ,^GR SRY10/3C PROF,LE SEE SHEETS 84 & 85
DEruL _"" MITIGABLE IMPACTS ZONE 2
..a 2�y� y5° n `I NiP 9 / "°_Ti >•°b YI- (STATELY PINES ROAD)/ -L-
MATCHLINE
l
v -Yi-STA 36+00 (SHEET 32) n„-sr ov DPio 1PR-sTnc cow..rex
CRAVEN
GRAPHIC SCALE No0 e6 31311231
1i5I
ACA 3/31123

Submittal February 6, 2024

Submittal February 6, 2024

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LLJ
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Submittal February 6, 2024
DETAIL 8-1 DETAIL 8-2 DETAIL 8-3 DETAIL 8-4 DETAIL 8-5
/ SPECIAL BASE DITCH SPECIAL 'V' DITCH CULVERT INLET BANK STABILIZATION CULVERT OUTLET CHANNEL CULVERT INLET /OUTLET BANK STABILIZATION
( NM ro Sc°le) (Nat 1° Smle) ( Not ro Smle) (NO I. Scala) IN— to S.Il )
From P�yue� 2.1 -�?o��d N°Nnl NO-1 �Pl­
o�nd
Dirch \Front NO -I A'� oc Slope Gro°nd JGround 3.D A' Dirch a pM° \marlop Groan3D F\dTk GrrilKey Ripr°p intomimum of 1X
mp KeyRiprop°Minimum of1R Channel BoXomY➢IB Min. D=1.5 H. *3:1 BEHIND Min. D=1.5 Ft. ° mini m or IN Chpnnel BonomlTyp) GeorexRle B YPOYp) Georerrde Under
GUARDRAIL RYE) CHANNEL BED CHANNEL
B=2 Ft. Length=41 H. V° b,e) Length= 47 Fr. Riprop in Locations
Min. D=2.SF1. Each SBe (variable) Dne<red by Engineer
FROM STA.63+45 TO STA. 66+00-L-LT Esr. 60 Tons of Cl°ss'I'Rip-R°p, Keyed -In Typa of Liner=CL'I'Rip-R°p-Keyed-In d=2.5H. La^gth=30 Ft.
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+OS-SRYIDY3C- LT b Top of Bank, Esr. 24 CY DDE •Place Gewenile Under Riprap Ezt 50 Tonz, Ezt 85 SY Geotextile d=2.0 - 3.0 Fr. oo Rn sioe.5,��a� �a �n oar °p
FROM STA. 29+00 TO STA. 42+50 -SRYIA- LT FROM STA. 29+10 TO STA. 31+50-SRYIDY3C- LT Est. 105 SY Georedi6 In Lamrane D.—d by engineer Esr 170 CY DDE B=4.OH. Esr.=30 Tone of class 'I'R1, Rap,Esr. 68 BY Gaaraahla
FROM STA. 30+50 TO STA. 31+60-SRYIDY3C- RT STA.13+30-Y1RPA-' RT STA. 11+78-Y1RPD- LT STA. 29+10-SRYIDY3C- LT
L(T FROM STA. 32+10 TO STA. 34+60 -SRYI DY3C- LT Ln STA. 29+25-SRYIDY3C- RT ��
FROM STA. 34+60 TO STA. 4 0 + 5 0 -SRYIDY3C- LT
FROM STA. 41+50 TO STA. 42+70-SRYIDY3C- LT
FROM STA. 10+75 TO STA. 12+00 -DR2- LT �`
FROM STA. 10+75 TO STA. 12+00 -DR2- RT MITIGABLE IMPACTS ZONE 1 J
DATE
MITIGABLE IMPACTS ZONE 2 SPEC 2' BASE D
SEE DETAIL 8-1
SPEC 2' BASE DITCH
i
DETAIL 8-1
E—E
CL'B'RIP RAP
SPEC 'V' DITCH
CL 'B' RIP RAP
LEST
2 TONS
SEE DETAIL B-2
—E--E EST 2 TON$$
EST 7 SY GF
'B'
SY GF E C
E
E
CL RIP RAP
EST 2 TONS
—
EST 7 SY GF
BANK STABILIZATIO
W/CL 'I' RIP RAP
SPEC DITCH GRADING
E DETAIL B-3
SEE DETAIL 8-6
-_
- YIA-
WOODS
_I
DETAIL 8-6
SPECIAL DITCH GRADING
( NOII. Smle)
IPA «y4R/� " �\PO�� SP
*SEE CROSS SECTIONS Min. D=1.0 H.
FROM STA. 66+00 TO STA. 69+00 -L- LT A
FROM STA. 70+50 TO STA. 77+00 -L- LT Ji
FFER DRAWING
EET 6 OF 13
�, Balfour Beatty StN
: 1 /15/2024 O]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50' 25' 0 50' 100,
E SCALE. 1' =11
_ _ r LU
— LLJ
PROJECT REFERENCE NO. SHEET NO.
R-5777C 8
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINA.RY
PLANS
DO NOT USE MI
L CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE MR
7W ACQUISITION
a99 1 11- Ix3 - < <
-YIRPA- 2GI SODOM
SPEC 2' BASE DITCH
SEE DETAIL 8-9
SPEC DITCH GRADING = SPEC DITCH GRADING SPEC DITCH GRADING
SEE DETAIL 8-6 SE I - .. SEE DETAIL 8-6
([.S6 Q ER -
-- -�d1-- -�JL-- -ALL-- ------�JL--
15"
1IWX7' RCBC -J n1- 2GI-D Fj CFF DFTA,I < T� _ _
HEE L n1- - - - �i n1- - - �i n1- - - -0i n1- - - —i nL- - L-
2D-4 DETAIL 12 J Al 4'PAVED SHOULD OGI
--------------------- ------------_----- ---- --- --
----- US HWY 70 EBL 24'PAVED ROADWAY
M�/ ____
m REMOVE
--
---- ---------------
,81 4'PAVED SHOULDER
jB----------_ ---- --—4'PAVED SHOULDER -------- ---- ------ ----- --------------
Q2=13.0 CFS, V2=1.8 FPS
Q10=16.2 CFS, VIO=1.9 FPS US L,Wv 7D weL 2aa4VED ROADWAY
-- ----- ----
4' PAVED SHOULDER _
_-�_----- - --�-- 1-e - -- B �- --- -�- K-- -�-----X} _!_
n1- - - - - - - - - - - - - -od n1- - _ - - - - - - - - _ - -- - - - - - -03 - - - - - - - o - - - -OJ n1- - - - - - - - - - - - - _od At- - - - - - - - - - - -od n1- - - - - - _ - _ - _
�7- - - - - - - - - - n - - - - - -
F-----d--------------d-GRRAABE*o 9RAIN--------------------_�FEer rcCMr M---------------GkobE �u 15RA1R ------ - - - - ---------
- f--B---------4------ - d ----- -- — - - - SEE DETAIL 8-1
S- - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - _
s --
��_--------- - - - -- - lye r = =�L� --'- ---
-------- - - - --- _---oi n1 __ -- _-- --_ -- -__
- nt- - - - - _ - _ - - -SSJ _ - _ - - - _ - _ - -SSJoi nl- - - _ -Ssi OJ Al- _ - - - - - — - -SS- -oi n1�--�
Of n1 \?Q{ 1r
. - - - - _ - -55d- - - - - - - - -�- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - _ _ - _ _ - - .. - - -
°° M/a 01 d13,La•o M/a 01 dl3 ,1TO _. ..
/
CULVERT OUTLET CHANNEL � I I I '
m W/CL 'I' RIP RAP (BANKS ONLY) WOODS I WOODS
SLOPE=0.8% I I
SEE DETAIL 8-4 I III WOODS
.. .. .. .. d '� WOODS
.. .. ..
SITE 8 li,i I Flo
I QI I m
31YDI 41°x ° .. .. ..
u•
4 n DETAIL 8-7 DETAIL 8-8 DETAIL 8-9
STREAM SB ° iS
X WOODS SPECIAL BASE DITCH
TOE PROTECTION TOE PROTECTION IN WETLAND AREAS 0
I I ON Y', ,(1� ( NO.
to Scolel (Nor r° Scolel (NOIo Swle)
KERN COMPANY, I
Q2=3.1 CFS, V2=2.7
FPS
I
QIO=3.9 CFS, VIO=2.8
F
ANK STABILIZATION
a
CL 'I' RIP RAP
EE DETAIL 8-5
o
ROCK CHEC
DAM
—SEE DETAIL
EET 2D-4
DETAIL 9
SPEC 'V' ETCH
SEE DETAI
8-2
CL'B'RIP RAP
�E
EST 2 TONS
I
EST 7 SY GF
a
P
\ C
C
15" W/
<
ELBOWS
S ®09
C StlWK by
0
r&11Va . - ..
EC "" DITCH
SEE DETAIL _2
I RAVEN COUNTY PE 'V'DITCH
v SE :DETAIL B-2
/CL 'B' RI PRIP RAP
EST 2 TONS
EST 7 SY GF
� T Q2=0.7 CFS, V2=2.0 FPS
SITE 8 Q10=0.9 CFS, V10=2.1 FPS
fd4E' UE -
STABILIZATIO EE DET
up nP WETLAND WF
/
R1PgilA" v 41G11
TOW "
5 SY GF*
FILL
NATURAL 3�'CZ�P SLOPE NONroIGroend' .�.;\°c ca\^� Groend 3. $'N Fi SPE ''Dl�
GRouND d F WO-d Area F`\ 7 � �D� P°68c slope SEE DETAIL E
GEOTEXTRE �d L-Bj Min. D-1.5 Ft.
d=1.0 Fr. d=1.0 H. B=2 R.
Geole Sle
KERN COMPANY, INC.
Type of Liner= Class 'B' Ripat°p Type of Liner= CL 'B' Rip -Rap FROM STA. 13+31 TO STA. 13+50 -Y1 RPA- RT
FROM STA. 35+20 TO STA. 36+00-SRYIDY3C- RT FROM STA. 34+00 TO STA. 35+20-SRYIDY3C- RT
SPEC ' DITCH /
SEED AIL 8-2 GRAD
J_
T_
/ e�E
-SRYIDY3C-
o �
R e�E
M w — PUE o G FOR -LET- PROFILE SEE SHEETS 38 & 39
PUE R Tn FOR -LRT- PROFILE SEE SHEETS 38 & 39
PUE PUE t�PON PUE PUE — r PUE — ✓ FOR-YIRPA- PROFILE SEE SHEET 62
CL 'B' RIP RAP CL 'B' RIP v v FOR-YIRPD- PROFILE SEE SHEET 65
SEE DETAIL 8-7 C G
EST 8 TONS TOE PROTECTION m m FOR -DR2- PROFILE SEE SHEET 77
EST 21 SY GF (FILL SLOPE ONLY) FOR -SRYIA- PROFILE SEE SHEET 79
CL W RIP RAP FOR-SRYIDY3C- PROFILE SEE SHEET 85
SEE DETAIL 8-8

Submittal February 6, 2024
O
N
I
Q
F LU
W
Q
VJ
2GI-D
00
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LU =
Z
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=
Q
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1
SPEC 2' BASE
SEE DETAIL 9-1
7 �
DETAIL 9-1 DETAIL 9-2 DETAIL 9-3
SPECIAL BASE DITCH SPECIAL 'V' DITCH STANDARD BASE DITCH
IN.le Smle) IN— Xale) (Not to Smlel
F-t
lurol F-1 1 °' Slope Ground Natural
No
1 °T Natural A' ,7. Ground
Groand 3.7 p F\°Ng1 DI pe Groped
II ee II D
Min. D=1.5 Ft. Min. D=1.5 Ft. Min. D=2.0 H.
B=2 Ft. B=3.0 H.
FROM STA. 78+50 TO STA. 81+00 A- RT STA. 83+00 -L- RT
FROM STA. 77+00 TO STA. 78+50 -L- RT FROM STA. 81+00 TO STA. 83+00 -L- RT O
'ROM STA. 42+50 TO STA. 44+10 -SRYIA- LT FROM STA. 42+70 TO STA.43+57 -SRYIDY3C- LT Ln
:ROM STA. 44+50 TO STA. 48+44 -SRYIA- LT FROM STA. 43+57 TO STA. 46+00 -SRYI DY3C- LT
:ROM STA. 48+44 TO STA. 53+44 -SRYIA- LT FROM STA. 47+50 TO STA. 49+28-SRYIDY3C- RT
'ROM STA. 53+44 TO STA. 56+50 -SRYIA- LT FROM STA.49+32 TO STA. 53+90 -SRYI DY3C- RT
FROM STA. 54+20 TO STA. 57+00 -SRYI DY3C- RT
C 1 FROM STA. 10+50 TO STA. 13+15 -Y1 D2- LT
V FROM STA. 11+00 TO STA. 12+50 -Y1 D2- RT
o ALLOWABLE IMPACTS ZONE 1
DETAIL 9-4
PIPE OUTLET CHANNEL STABILIZATION
2H INot /o Xole)
(T1'P) N-1 Bed
Elevmion
Grauno� � u�d
a Tuck^ eolvxrile
Geotextile' m%
CAannel Bed •Place Gemei. Under Riprop
length T Ft. (Vaeabk) in Lo,ations oirzned M En9inear
Est. 15 of -Rap, Keyed -In
Est. 30 SY SY Cl-ass 'I' GeotaNile
STA. 49+30-SRYIDY3C- R1
ALLOWABLE IMPACTS ZONE 2
ECJ TARHEEL INVESTMENTS, INC.
SPEC 2' BASE DITCH SPEC 2' BASE DITCH
SEE DETAIL 9-1 SEE DETAIL 9-1 CL'B' RIP RAP
EST 2 TONS
EST 7 SY GF
CL'B'RIP RAP
EST 3 TONS
ST 10 SY GF
_E—E E E E E�--E E E CL 'B'RIP RAP t
_ E E EST 2 TONS co
Li R E =Esczs —E —E O
IF HW
co LU
I LLI
Q
s
PROJECT REFERENCE NO. SHEET NO.
R-5777C 9
t0ADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USB PO
CONSTRUCTION
INC®MPLE7W
E PLANS
DO NOT USB POR
ACOU ISITION
JL 11[[t I ZS'bLaIRZ-l3- `(h
31tl0 I WOODS 2(
I SPEC DITCH GRADING
I I
I I
-JK7 /A -
SPEC DITCH GRADING
2GI
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1S ,B
DETAIL SI.ter nl- - 2GI-
4-M4A1612 --�— ------ --- ---- ---
REMOVE
d,bz a_ 'B'RIPRAP�
--- EB2 TO =--
-\R'hOVE
GRASS _
EST 90 CY
-DYDi-
E
--SEE-DETAIC
_sEVrmL7 T—
H
Q2=1
--d- - -- Q--10=1
- - -JAd o
Al-9- - 7 - -- _ - 3NI1SI
j -
I
SP6d9*Y Dft
SEE DETAIL
WOODS NDIS
/ I / S oom/ / eUSEECD TAIILITCH 9 2 SITE 11
CHANNEL STA/CL 'I' TIZA ON
W/CL RIP P
COMPANY / o� KERN COMPANY, INC. SEE DETAIL -4
MA-rCHLIN STREAM SC
loll � E I NSET
SPEC LATDETAIL
'V'DITCH
CL 'B' RIP RAP fC of EE DETAIL 9-2
EST 3 TONS
EST 10 $Y GF
TO
.00 c EJCTG DITCH
m \
0_
% W /
SPEC 'T DITCH ww o 121
E SEE DETAIL 9-2 4? w
E D CONSTRUCTION
YI02— STA,l3f15,0/
l>-]45 rB
DETAIL 9-5
SPECIAL DITCH GRADING
4 (Nm . Sm16) 4
J_ ag\1 SP
.SEE CROSS SECTION$ N�'' Min, D=1.0 Ft.
Q
FROM STA. 83+00 TO STA. 85+50 A- RT
FROM STA. 80+00 TO STA. 91+00 -L- LT
DETAIL 9-6
Z
SPECIAL DITCH GRADING
4 (Na110 Xa16) 4
�J
D I
6- .-
.�q�ge(F
SPA SP
�PR'�0`E
'SEE CROSS SECTIONS ., Min. D-1.0 Ft.
B= 'Variable
FROM STA. 85+50 TO STA. 91+00 -L- RT
50' 25'
0
50,
100,
SCALE: 1"=100'
DITCH BERM TO EL 26.8
SEE SHEET 2D-4, DETAIL 13
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 7 OF 13
DATE: 1 /15/2024
2GI FS, SEE DETAIL SHEET
--—----_---———------- --- ----------- ---- W CD_ O O
2D-4, DETAIL 12 J T-
' n' 2GI-D 4'PAVED SHOULDER 15„ i n
- i - U
------- 3GH --- � LLJ
us wr 7o EBL 2a PAVEo — — Q co 2
c/)
1
CL T RIP RAP _— GRA55 SPEC DITCH GRADING
------
EST 30 SY GF SEE DETAIL 9-5 ____ ___-- ----_____ _-
----- — ----- 4v4yF lLl1Ea -4 ShWY 70 WBL 24'PAVED ROALWAY
_ �— f
-i --- ---- ---- ---- --i-- ------+--`T— --- U O O
24' PV4 END 8
- - - - 3
` d56.SI
—
A
N
II
DUE
DUE
DUE
DUE & ro UE
SPEC 'V' DITCH
WOSEK DETAIL 9-2
I l
I 4 CS
d0
II
6
WOODS
I Ill
I I ci
Odsl
cj C�
0^B
Q2=2.5 CFS,V2=1.7
FPS,
_
I
QIO=3.1 CFS, V10=1.8 FPS
l &D _
OH
Nand
WETLAND I
CRAVEN COUNTY
N,8
O
RICHARD D.
HARDISON, ET UX
M O
- - - ------
--------
LIJ
REMOVE
REMOVE
(n () W
M/tl ONI151X3
of
XI
ya
jUE
A
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DUE UEro
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L$ I
SPE{., 'V' DITCH 6
S
I
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ET UX
EEORN,
X
EBO N
ET UX
ERNEST P.
DOUTHIT, ET UX
MONTY A.
CAMPBELL. ET
UX
FOR -LLT- PROFILE SEE SHEETS 39 & 40
FOR -LRT- PROFILE SEE SHEETS 39 & 40
FOR -SRYIA- PROFILE SEE SHEETS 79 & 80
FOR-SRYIDY3C- PROFILE SEE SHEETS 85 & 86
FOR -YID2- PROFILE SEE SHEET 89

DETAIL 10-1
RIP RAP AT EMBANKMENT
I Nato style)
DBeh 101mm.
Grade 1.o•mie.
ls'
Place Geolextile Under
Riprap in Locations Key Rip— ii-
Directed by Engineer Channel ROHomITyp)
Type of Liner= CL T Rip-R,, Keyed -In
STA. 60+05-SRY1A- LT
STA. 60+15-SRY1A- LT
m
DETAIL \
SPECIAL BASEE DITCH
(Not to Scole)
N I
NaNrol \ Oc 1 Front m m
Ground 3.y D A' �a sl
F\ Slope I
` Min. Ft. F.
B=2 F.
FROM STA. 56+50 TO STA. 60+03-SRY1A- LT ta
FROM STA. 60+13 TO STA. 61+24-SRYIA- LT
FROM STA. 69+65 TO STA. 70+50-SRYIA- LT
FROM STA. 63+30 TO STA. 69+75-SRYIDY3C- RT
ECJ TARHEEL INVESTMENTS, INC. SITE 12
RIP RAP AT EMBANKMENT ml
EST 42 TONS, EST 60 SY GF
SEE DETAIL 10-1 PEC T 2' B
Q2 = 7.0 CFS, V2 =1.6 FPS
Q1O=8.7 CFS, V10=1.6 FPS
SPEC 2' BASE DITCH
CL 'B' RIP RAP E
w E
LU CE EST 7�Y GE
1 ; L
Q N L ; DO NOT
SPEC DITCH GRADING BURY INVERT
I0 SEE DETAIL 10-4
U) + WOOD
CO
LL7 -
-- I
C 2GI .. end .zl
--------------�3315 ,9 --oa T--
LU
Z o+__--
UREMOVE
DETAIL 1(3=Z
C DITCH GRADi1HG--
- ��3EE-DEl•AIL 10-4 -
- - - - -G ASS
_2AAd.�- R I
LV - REMOVE -MOVE - -
Submittal February 6, 2024
�/ /
PROJECT REFERENCE NO.
SHEET NO.
50' 25' 0 50'
100'
R-5777C
10
4 v p / /
MITIGABLE
IMPACTS ZONE 1 SCALE: 1"=100'
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
908�
RETAIN
woods
MITIGABLE
IMPACTS ZONE 2
/
Ln
E
/
/��
0
Balfour BeattyStN
IED STATES OF AMERICA
TAN NATIONAL FOREST)
o os I l
p
awnoa°
Atlld
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
VO
-1 „� �--
��
UNITED STATES
OF AMERICA
BUFFER DRAWING
W
ON07 l N I
lanoa
„°" 1
l VSS aD
(CROATAN NATIONAL
FOREST)
SHEET 8 OF 13
STREAM SD
- -
Pei3Nf
REMOVE
el-_----�
� : ��
DATE: 1 /15/2024
CROATAN PRESBYTERIAN CHURCH
o I H yRH
ALLOWABLE
IMPACTS ZONE
1
I
Q2=4.4 CFS, V2=1.6 FPS
/ i
QIO=5.5 CFS, VIO=1.7 FPS
I SPEC' 'V' TCH
C7 p p
p p
m m
/
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1 r &0
p
ALLOWABLE
IMPACTS ZONE
$TONS E�%
SY GF / /
I JL]
Q F \ ����
SPEC 'V'
GRASS PARKING
AREA .ecoD
DITCH sz•oe.l9z-1B-
\\\\
SPEC 'V' DITCH
2EG 2' BASE DITCH
SEE DETAIL 10-2
ss�o��z•*II>IA -
P III
_
C E - _,9-E SEE DETAIL 10.3 Nory .x/a SEE DETAIL 10-3
s.oaz m E
E� ER 3
ly0 S
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/
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'1-
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*
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£I-rvorvR IS
M m'.. <
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MH JN W
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------------
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d T- - YPEC�ITCFY-GRADING =--__�
NMONNNn ON3 SEE DETAIL 10-4
---- L---------------+�->rr-E
-�✓'
- - -
m
SPEC bffC'H-Gt^-
1
40TCB Zgry M f
co
--
------- I
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---
-
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'1�I
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-_-_-_
��-
SHOULDER ��-
m .S� J
T
v AFL L{-FiL -L Q
_..TC
SEE DETAI
3=___
- ---_ -- - - - -
REMOVE
---
_
+
--
-
- �'__
-
`M PAVED
WBL
2 4, AIL 11
- - - - -i- - SHOU[DER_-
� 24' PAV
- ED FYLE
FILL � Q 0
1311
_SPEC
-9- 4' PLASTIC
1tEMOVE
- - REMOVdy dy
REMO----_-
- _
2GI-A co
--_- --- --
_ _-
Sad
PRELIMIN
DO NOT UBB PO
RY PLANS
CONBTRUCTION
INC®MPLE
E PLANS
DO NOT U8B POR
/W ACOVI8ITION
RE - - -_ - n>5 j ,Rr•n oNliral; -scH1 - -.i -_- - - -
_�_ �nr NMONNN(1,g-
�--_--
_ E . /DUf Q - - - - V �
�p ab d n3e35x a n ICI NQJ�E DUE �- - ++
U f E /fir I alx \ dL'B' IP P �a1H Q DUE DU - a,ei - _� I-
lY D I ESt T S
dWtla J I I ��'28
BZ 2 1 z1 SPEC 'V'DIT EST I10 LEST 21 TO SQ2=110 CFSV2=1.9 FP$ WOMSP '' H I I p0 SEE DETAIL I EST 7 SY F Q10=13.6 CPS, V70=2.0 FPS U l i
I OM S ETAIL IO-3 °v-li�" N AdONVJ ^ I I
NI p O1SI I I� RETAIN `\ a1H I, W m X N JJ X p m SITE 13 /o h N D I
p 1 °dsI \ \ E I Ix It
�ml �.1E
" D I -
N I a0 1 1 \\ 1 SCC D T 110-2 p E�OUTLET CHANNEL STA I ION
STREAM SD 11 \ 1ANIn j Ip FALLGw �E SEE el 1 1
m .9£ 11" A N0 NOJ I p l l I I I
STREAM SP > p / �DODS 1 N 4
I dl 1 /
KENNETH WENDALL F- 1 I m� MATTHEW
CONNOR, ET UX S No I TYLER Y
I 0 V AMOS W. - POTTER 31
\ CONNOR IV, _ / 02=21.5 CPS, V2=2.0 FPS
x ET UX
I w1 m I o Q10=28.9 CFS, V10=2.2 FPS
e w I \\
\ PEC E B E DITCH
- 1 SEED AIL 10-6
r BENJAMI 1 3
LEE �' wl DU�RWOOD �I ,nt.�T� . n.,,non� �. „� \\ \ \ 3n0a1erv,o
o m EBORN
I- RAY / LAURA C. LA
C. IAMOS W. CONNOR
MALINA IV ET UX
DETAIL 10-3 DETAIL 10-4
SPECIAL 'V' DITCH SPECIAL DITCH GRADING
(N. to s<ala) 4 (Not to Scolel 4
Front I � I
Dikh
Nat col !'� Oc Slope E
Ground 3.T D F\oP`Oc ` sP� ap,R/, D hP0\' sv
BlP JNF
Min. D=1.5 H.
'SEE CROSS SECTIONS Min. D=1.0 Ff.
FROM STA. 10+00 TO STA. 11+38 -Y2- LT FROM STA. 91+00 TO STA. 99+00 -L- RT
FROM STA. 62+00 TO STA. 65+30-SRY1A- LT FROM STA. 91+00 TO STA. 94+00 -L- LT
FROM STA. 66+30 TO STA. 69+65-SRYIA- LT FROM STA. 95+50 TO STA. 105+00 -L- LT
FROM STA. 57+00 TO STA. 60+00-SRYIDY3C- RT FROM STA. 103+90 TO STA. 105+00 -L- RT
FROM STA. 61+90 TO STA. 63+30-SRYIDY3C- RT
STA. 69+80 -SRYI DY3C- RT
DETAIL 10-6 2A C. MALINA MALINA '
SPECIAL BASE DITCH DETAIL 10-7 /
(Not to Scolel SPECIAL DITCH GRADING I
4 I Nat to Scale)
Notaral ocac Front D -.
Ground .7.7 p' Dkt,
D FMi slope C qN \P0 5P
e I �Blp JP&
�. I Min. D=2.0 Ft.
B=3.0 Ft. 'SEE CROSS SECTIONS p Min. D=1.0 Ff.
1��..11 B= 'Variable
FROM STA.70+30 TO STA. 71+00 -SRY1 DY3C- RT FROM STA. 91+00 TO STA. 91+50 -L- RT / FOR -LLT- PROFIL EE SHEETS 40 & 41
FOR -LRT- PROFILE SEE SHEETS 40 & 4/
FOR -Y2- PROFILE SEE SHEET 65
anJ FOR-SRYIA- PROFILE SEE SHEET 80
FOR-SRYIDY3C- PROFILE SEE SHEET 86

Submittal February 6, 2024
N PROJECT REFERENCE NO. SHEET NO.
DETAIL 17TC DETAIL E DITCH
DETAIL 17� m N / DETAIL 17 4 DETAIL K STA R-5777C 17
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH —�� CULVERT OUTLET BANK STABILIZATION CULVERT INLET BANK STABILIZATION
to Scale) ( Not to Si,06) I N— S 1l) r2 Iy Scale) ) Nor
IN— saalel 1 Noll. � J � � ROADWAY DESIGN HYDRAULICS
on�n / - '��°� �Pl­
�r'dENGINEER ENGINEER
NawmlSlope Natu,P1 .\ oe From NaturalFra/4q�/Ground 3� Dikh Graand 3� ikh/J/ryL Tuck GeoTuck Georeiiile
3�7 D F\ '7 D F\'Be51°peD Q\deSIOP @ . ,o inimum °f1N tOinimem °F1R
� � � 4 KeY RiproP �^ pyPl Kry RipraP �^ITYPI
Min. D=1.5 FL L=J Min. D-2.0 Ff. UMin. D=2.0 Ff. / Chanel Ronom wce GeoteMile Under Cho°°.I aonom_ GaoreNne Under
ED
R„1 (IYP) CHANNEL I. air a��ireameDi Len9fh=30 Ft, of D'nrh RIo °n 1u Rii in Locations
'3:1 BEHIND B=2.0 FL B=3.0 F. ti •Ri,,.p ro b. 1—r it RipraP in� cue nz d 3.O=k. °-R°p I ee "•b°RFo Directed by Engineer '�/
a ..r ry h (� Drected En
FROM STA. 25+85 TO STA. 29+00 �RY48- RT GUARDRAIL \\ m m Len fb 30 Fr. zx ow, a. Tap 'q0
FROM STA.25+80 TO STA. 31+50-SRY43- LT FROM STA. 199+00 TO STA. 202+94 -L- LT FROM STA. 27+50 TO STA. 30+30-SRY3DY4 RT T d 3D N NDnd. saps °a S-i'. 8� L
0 Est. 28 Tonz of Class R'p Rap, keyed -In, Ez1. 46 SY Geotextde Ezt.=20 Tonz of Clazz I Rip Rap, keyed In, Est. 33 SY Geotextile
FROM STA. 20+00 TO STA.25+70-SRY4B- R7 FROM STA. 203+50 TO STA. 207+50 -L- LT '0
FROM STA. 38+00 TO STA. 40+50-SRY3DY4C- RT ) I STA. 25+78-SRY4B- LT 25+75-SRY4B- RT
Q ,
MITIGABLE IMPACTS ZONE 1 1
j m
2
MITIGABLE IMPACTS ZONE 2
OM/a a N ONUSIx3
+ \ I II
PRELIMIN
RY PLANS
DO NOT USB POI
CONSTRUCIYON
INC®MPLE
E PLANS
DO NOT USE FOR
7W ACQUISITION
DETAIL 17-7
CULVERT INLET CHANNEL
IN- to Scale)
Natarol Nawml
�Tark
50' 25' 0 50'
100' �
Balfour Beatty
Geafextil.
GeMexdle B ° "'i"'�I of lx
—
SCALE' 1"-100'
DOCUMENT NOT
CONSIDERED FINAL
K,,i Rip-Rop per Std. Dw 876.01 Min. D=2DFd.
Type of Liner= Class 'I' Rip -Rap B=4.DFf.
Est. 80 Tons, Est. 170 SY Geotexril,
ESL 45 CV DOE
RT
1
M/a as UNLESS ALL SIGNATURES
BUFFER
COMPLETED
D RAW I N G
FROM STA. 30+30 TO STA. 30+95-SRY3DY4C-
N _ - � 1 SHEET 9 OF 13 cam ` MO STREAM SF III SPECIAL DITCH IG DING
N
o _ N I DATE: 1 /15/2024
—� NMONA,N& =` \ (Npf fa scale)
— —w— ��'g CULVERT OUTLET R "R 4 f
1 � BANK STABILIZATION � 1 W/CL 'I' RIP RAP W �E
Q2=6.1CFS,V2=2.5 FPS SEE DETAIL17-4 ODDS MICHAEL D. HARDISON. ET Ux `sr
Q10=7.8 CFS,V10=2.7 FPS
"SEE CROSS SECTIONS—
\\ \\ \ \ IN I tN 02=3.7 CFS, V2=1.5 FPS FROM STA. 199+00 TO STA. 203+00 A_ RT C
\ ��a \ \ \ P m m Q70=4.6 CFS, V70=1.6 FP$ FROM STA. 207+50 TO STA. 212+00-L-LT
�\� \ \ \\\ \ \ \ FROM STA. 204+00 TO STA. 212+00 -L- RT HARDSON LETD X
NC DEPT. OF TRANSPORTATION N \\� \ ry o ROBERT D. FISHER
\\ \\ F Q2=1.2 CFS,V2=1.0 FPS
Q70=1.5 CFS, V70=1.1 FPS ?
SPEC 'V' DITCH
SEE DETAIL 17-1 \\ \ \
SPEC 'V' DITCH
WOODS �C m
y SEE DETAIL 17-1
ROCK CHECK DAM _
SEE DETAIL SHEET 2D-4
FS'66:Os �T3_ DETAIL 9 SIT 3 \ \ U351 r
CULVERT OUTLET CHANNEL J F \ \o� \ T SS33JV
W/CL TRIP RAP (BANKS ONLY) \� \ \ NNVL
SLOPE=0.30% CULVERT INLET OV 7 REM F`
MS,F DETAIL 17-6 BANK STABILIZATION ID'' �M� '\ o \ \\ / 9 \o W10 b0 i -
emusixa W/CL 'TRIP RAP �'3 a• \j�� \
SEE DETAIL 17-5^, X 11� SllBdsl I /
SPEC 2' BASE DITCH ODS e~ ti �� \ \\ II 90 _ 91\1- 31V0 Sf18
SEE DETAIL 17-2
CL 'B' RIP RAP SPEC 'V' DITCH
EST 2 TONS SEE DETAIL 17-1 -
= EST 7 SY GF - \
/SPEC 'V' DITCH I G lse
WILDLIFE CROSSING \ \\\ \ /SEE DETAIL 17-11
GRADE TO ENTRANCE
TIE TO EXTG SPEC 2' BASE DITCH CL 'B' RIP RAP - \ E II I /'b o llw SS8
SEE DETAIL 17-2 RE Jy d ON—FGRASS
DITCH EST 2 TONS \ \ \ I 1 EIPUE
�� EST 7 SY GF \ �a \��, - - '>S eN slx3 I -
�� _ ELBOWS - �`)I �' \\N yo3 JI - II
_ — _ — —_ \ MLIJ
�•- �_—_ 8 0 CFS, V2=2.0 FPS—�-� - - - -0 - �a nl- - P DITCH GRADING Jnd'z\\ �Q=
U Q LU — — _ — — N(10-=2.1 FP$ �l@TxT RCB � _2 —��— �I M _ — I (n�
SS'y WT316L5 ii� _ — — f _ — _—
—ssi— — NJ LDLIFE C A —GRASS
Q
Ql 5.0 C - _ -- C�ITCi-F --- = LJJO t = - N - --FJ.OW_ABLE Fill ��� v --- -� --- SEE DETAIL 17-8- o — — — --- O
+63
E - - - - - -ss o _ __— —� REMOVE _— --- ---- Z��
2GI - REMO E'er! - - - _ _ - UJ /v YYO �_�_ ------ _--- LU
UQw
�—
U O ^ 2GI _ - - - - - - - _----
(fl N .. IS°'2GI E - - - - - - - -ssD- - SPEC DITCH GD1Ni,--------- - Q(n=
M - �SEE-DETAIL •� v --- C U)
i --ii — 2GI_--_— —�--
QN SEE _ — — — —M — — — — — — ——Is,— — ---- ---
N W SHEE — _ ` _— -2GI- —
>_ Q LIJ
18" RCP -I s 2D- —= — — Ad.elom
-- 0 H
c— >' - -- VLU
CL 'B' RIP RAP 4 i i — — --I Al— — — — — — _ — _LU
LIE EST 10 ES 3 TONSY GF \ �~/ - 03/' — /a DNITsx3� ��_
DUE �I DUE DUE DUE DUE DUE — c — — — — �U)�
DUE DUE E DUE CL'B'RIP RAP SPEC (�®WCH- DUE DUES
_ --- �� EST 2 TONS SPEC 2' BASE DITCH SEE D M mJ - \ SPEC T BASE DITCH
T 7F 7F 7F 7F EST 7 SY GF CL 'B' RIP RAP SEE DETAIL 17-10 1 'ssl
-�-- SPEC 3' BASE DITCH \l DAYLIGHT DITCH ESTT7 TONS L[) IE W T G D IN Z^' M/a SEE DETAIL 17-2
Y OF
SEE DETAIL 17-3 CULVERT INLET CHANNEL
DLIITE CTOSSING M I I
W/CL 'T RIP RAP (BANKS ONLY) DF,.TO NTRpNCi TOE PROTECTION \
SLOPE=0.25% \ 'I` '1` / (FILL SLOPE ONLY) I \
SEE DETAIL 17-7 / CL 'B' RIP RAP
EST 2 TONS TIE FROM 1 \
j EST 5 SY GF UNITED STATES OF AMERICA EXTG DITCH
WETLAND WJ SEE DETAIL I7-9 (CROATAN NATIONAL FOREST) \
1 WOODS
DETAIL 17-9 \ \
TOE PROTECTION IN. wETLAND AREAS DETAIL 17-10 DETAIL 17-11 \ \
( Naf w slel SPECIAL 'V' DITCH
SPECIAL BASE DITCH (Notes swle) -
M\�,ef 1 Nof to swlel \ i
FOR -LLT- PROFILE SEE SHEETS 48 & 49 naan
Natural Glo & 3'� \�'\off Nawral � A', ocol Slope \ \
W.9.nd a.. t NalPml \ F-1 FOR -LRT- PROFILE SEE SHEETS 48 & 49 G,aPna 3.7
e Gropna 3.7 D\mat Diu FOR -Y9- PROFILE SEE SHEET 77 D \
slope Min. D=1.0 Fr. \
a-1.0 Ft. Gepe„file U Min.WF1.5 FL FOR -Y/O- PROFILE SEE SHEET 77 \ \
8=2 F1 FOR-SRY3DY4C- PROFILE SEE SHEETS 90 & 9/ \ A
Type of Liner= CL'B'Rip-R.p FOR-SRY48- PROFILE SEE SHEET 97 FROM STA. 31+50 TO STA. 31+92-SRY4B- LT \
FROM STA. 10+34 TO STA. 11+00 -Y9- RT \ g
FROM STA. 31+16 TO STA. 31+53-SRY3DY4C- RT FROM STA. 32+00 TO STA. 37+ 0-SRY3DY4C- RT FROM STA. 10+50 TO STA. 11+00 -Y10- RT \

Submittal February 6, 2024
DETAIL 18-1 DETAIL 18-2 DETAIL 18-3 DETAIL 18-4 DETAIL 18-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL SPECIAL DITCH GRADING 50' 25' 0 50' 100,
INotto Swlel INot to S.1 I (N°t t° Smlel INot t° Scale)
4 I N— S.6) 4
FmM NaoVr°I N°tuml N°Nrcl N°t°r°I
Ditch 3,.7G.wnd 1 Gro°nd
Ground 3. b.`Or Ditch N°wml A'�,\et SIDPe ° d D 3:7 D 9 .� - SCALE: 1"=100'
D�� p\oar slope Groued 3.7 D F\0 Min. D=2.0 FI. �TV Nnlm�meeof to `SPA qR/gB�FD a\Pe sP
-"..! Min. D=1.5 Ft. Min. D=1.5 H. B M.K. d=3.0 H. Ge°texlile B ° ITYP) P`_
B=20 Ff. B=3.0 Ft. 'SEE CROSS SECTIONS Min. D=1.0 Ft.
Length=40H. Key -In Rip-R°p per 5k. 0wg. 8)6.01 Min. D=3.OFt.
FROM STA. 48+57 TO STA. 51+50-SRY3DY4C- RT Type of Liner=75 SY COE FIBER MAT Type of Liner= Clas T Rip-Rpp E=4.0H. FROM STA. 212+00 TO STA. 223+00 -L- RT
FROM STA. 34+55 TO STA.42+62 -SRY4B- LT Est.35 CY DDE Est. 25 Tons, Est. 43 SY G—f,#Ile FROM STA. 212+00 TO STA. 220+50 -L- LT
FROM STA. 42+75 TO STA. 43+90-SRY4B- LT STA 48+55 SRY3DY4C- RT FROM STA. 216+50 TO STA. 217+00 -L- M
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
18
tOADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINA
RY PLANS
DO NOT USE MI
L CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE MR
/W ACQUISITION
FROM STA. 40+50 TO STA. 48+45-SRY3DY4C- RT I - STA. 42+70 -SRY4B- LT FROM STA. 222+00 TO STA. 223+00 -L- LT 7
Nq18-6
STANNDA DIL BASE DITCH I� ALLOWABLE IMPACTS ZONE 8`?'Nq
Net le 5e°let 20>> Balfour Beatty �'
NMuml Nmuml
Ground ALLOWABLE IMPACTS ZONE DOCUMENT NOT CONSIDERED FINAL
Min. D=3.0 Ft. H R. BOY'
JR. \\\\ UNLESS ALL SIGNATURES COMPLETED
B=2.0 Ft.
FROM STA. 43+90 TO STA. 45+00-SRY4B- LT RICHARD T. BOYD SALTWATER LAND STD 2' BASE DITCH BUFFER D RAW I N G
COMPANY,LLC
i EST 205 CY DDE
HJdnHJ DRY SE D ETAIIL SHEET 2D-3 SLOPE=0.73% SHEET 10 OF 13 w N9S1 flf6
s J INV�STR�L Jt�'S; LLC
RI ERDALE UNITED STREAM SG WN STRUC RE W/TASH RACK
o ME HODIST C URCH O SEE DETAILS ETS 2AND 2D-2 DATE: 1 /15/2024
DETAILS 1 AND 2
w
N
SITE 16 N
mRAP
o ^:
JNOJ
EC T BASE ITCH
LEST 51 TONS
SEE DETAI 18-1
Q2=13.1 CFS, V2=1.9 FPS
EST 1a SY GF
wX
Q10=16.3 CFS,V10=2.0 FPS7—:1I
lsa
sn9ASI
\
P US \\ '.
I \
\�
I PIPE O CHANNEL\ \
I W/CL 'I' RIP RA ANKS ONLY) \
m
X
L 'B' RIP RAP
310dr \
Otl,d
I I \ \ SPEC 2' BASE DITCH
DETAIL 18-1
\
\ E T 51 DE
P
I
I \ CL '�
dJil . .20
q^ dJa .Sl I
AILV8-4
w
€ST 7 SY F
�
I
\ EST 3 TONS J/n I
I
Q2=11.9
0
CFS, V2=2.0 FPS \
\
I I \ EST 10 SY GF
\ \
Q10=14.8
I
CFS, V10=2.1 FPS \ "'
CL'B'RIP RAP I
\ I
I
a
v5
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I \ml
I
R
I
EST 2 TONS eseb sse£�1a- I\
\ / I
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—
2GI-D
2GI—20-4,D -
11 —u— —
SEE DETAIL 18-5 US 70 EB °` SEE DETAIL 18-5
2GI GRASS
E GRADIN - C-vTChr GRADtwt
18-5 SEE DETAIL 18-5
—--C` — —1— — 2GI-D I — —1 GRASS
— —ss,—
'�i� 11111111111111111111111 �
US HWY /0 EBL 24'PAVED ROADWAY
,'PAVED SHOU -
,'PAVED SHOULDER 10
70 weL 24'PAVED ROAlANAY SPEC DITCH GRADIRJ;—
SEE--DETAII IE_T
--- — — — — SR 1159 18'PAVED ROADWAY— ----- 2D-4
11 av a ---- - 31�� 'L
`\PY Messre HJ zL — — Ld 1 E E - -
\ a0 y0 A330 JNOJ hI WOODS PD G o Tiw o
EPE
\ C dwnd
WOODS
\ C 'B' RIP P Sn911A w\ \ tl- CAWI�d@ RIP a� 'S\ I / CRAVEN COUNTY
ES DNOOINS', \ \ w JNOJ ESi13 T NS
ES� 7 SY GNOJ \ a�EST 10 S GF 0dsl
M Soo .\ \ I \ — -
`v' Sp
DIT \ i\ UOZI JN00 I PIPE INLET CHANNEL
f \ W/COIR FIBER MAT
SEE DETAIL 1�SNOJ V JNO7 SEE DETAIL5 8-3
MARTHA FISHER dwnd bs
\ DITCH
SPEC '
\ w o HARDISON, ET VIR d31S"'It OSEE DETAIL 18-2
to
\ JARVIS FRANKLIN k�\
\ HARRIS, ET UX GRIFFIN LEASING. LLC RIVER BLUFFS LIMITED PARTNERSHIP
UNITED STATES OF AMERI . \
CROATAN,�NATIO L FORES 1I \
\
\
2GI-D
15" I
U o
v L0
UL 10 } +
--- Lo LU
W
jet �U)(n
FOR -LLT- PROFILE SEE SHEET 49
FOR -LRT- PROFILE SEE SHEET 49
FOR -Y7- PROFILE SEE SHEET 76
FOR-SRY3DY4C- PROFILE SEE SHEET 91
FOR-SRY48- PROFILE SEE SHEETS 97 & 98

Submittal February 6, 2024

Submittal February 6, 2024
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
14+10 to 15+38-L-RT
1 @7'x7' RCBC
X
4341
1002
5343
7
18+24 to 20+07-Y1 RPD-
66" RCP
X
14348
9430
23778
19+87 to 22+25-SRY1 DY3C-
66" RCP
X
15634
7634
23268
8
62+80 to 63+97-L-RT
1 @6'x7' RCBC
X
4861
3266
8127
28+49 to 29+83-SRYIDY3C-
1@7'x7' RCBC
X
9174
5173
14347
11
48+69 to 49+86-SRY1 DY3C-RT
36" RCP
X
4005
2651
6656
12
93+83 to 95+19-L-LT
60" RCP
X
8412
5612
14024
94+34 to 95+54-L-RT
60" RCP
X
3451
2307
5758
13
103+16 to 104+48-L-RT
48" RCP
X
3072
1628
4700
14
25+08 to 26+34-SRY4B-
1 @7'x7' RCBC
X
5968
3782
9750
202+36 to 203+83-L-LT
2@7'x7' RCBC
X
4729
3323
8052
16
219+82 to 221+07-L-LT
54" RCP
X
3802
1503
5305
23
39+00 to 40+40-Y1-
54" RCP
X
5493
3518
9011
24
39+74 to 41+77-Y1-
54" RCP
X
10307
3839
14146
TOTALS*:
31020
1 14141
1 45161
1 66577
1 40527
1 107104
1 0
10
NOTES:
2018 Feb

Submittal February 6, 2024
WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE 1 ZONE 2
SITE NO. STATION (FROM/TO) (ft) (ft)
7 18+24 to 20+07-Y1 RPD- 1 23
19+87 to 22+25-SRY1 DY3C- 8046 74
1 8 1 28+49 to 29+95-SRYIDY3C- 1 1 258 1 1
(TOTAL: 1 8305 1 97 1
sed 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1-15-2024
CRAVEN COUNTY
R-5777C
44648.3.4
SHEET 13 OF 13
Rev.Jan 2009

See Sheet to For Index of Sheets
See Sheet t B For Standard Symbology Sheet
1 N
R E
OI 4
7D
'c
�4
EGIN ��ii
OJECT lJ
VICINITY MAP N.T.S.
BEGIN TIP PROJECT R-5777C
—I— POC STA.10 + 09.89 =
—I— POC STA. 578 + 90.00 (R-1015)
4
Submittal February 6, 2024 STATE OF NORTH CARD I INA
DIVISION OF HIGHWAYS
CRAVEN COUNTY
BUFFER D RAW I N G
SHEET 1 OF 6°�°
�`"
bTATR PRQtF T REPRRENCE NQ
6EEET
NO.
TOTAL
9N8819
R-5777C
]�
STATE PROD. NO.
F.APROl.N0.
DE6CRIPTION
DATE: 1 /15/2024
44648.3.4
WA
DESIGN -BUILD -
LOCATION. U.S. 70 FROM THE HAVELOCK BYPASS TO EAST
OF
S.R.1116 (THURMAN ROAD)
TYPE OF WORK:
GRADING, DRAINAGE, PAVING, SIGNING, ITS AND
STRUCTURES
Nqo\
3/Nq ?p77
UTILITY BUFFER IMPACTS PERMIT
BEGIN RESURFACING ONLY
-Y3- STA. D+04.73
BEGIN RESURFACING ONLY
-SRY4B- STA. 10+69.02 BEGIN CONSTRUCTION
END RESURFACING ONZY
-YIO- STA.10+09.00
S
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION END CONSTRUCTION
-Y2- STA. IO+00.00-SRYlA- STA. 75+03.0]
BEGIN CONSTRUCTION
END RESURFACING ONLY
BEGIN CONSTRUCTION
S
O
J
-Y3- STA. 13+16.85
SRYlB- STA. 11+39.11
BEGIN BRIDGE
-L- STA. 180+19.15
-SRY4B- STA. 22+I7.00 �
W
END CONSTRUCTION
-YI- STA. 15+76.03>,,,
�, 12
14
16
_ 7
1 17
v O
-Y3R/'B-
_ _-I,JRPA-�
+
u:.
1
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END CONSTRUCTION
11+20.00
P
END CONSTRUC X
EL- STA I80+98.74
-Y5- STA.
-Y6- STA.11+00.41
-SR17DY3C-
>y
/
g
��
END CO RUCTION
37
EXD CONSTRUCTION
-Y9- STA. 0+85.83
Q
-Y3- STA. 27+90.87
CIO
_t'i1t1'it-
Sao Ff END CONSTRUCTION
LJ
-YID2- STA. 13+15.01
SITE 8
SITE 7
BEGIN RESURFACING ONLY
-SRYIG- STA. 16+59.21
SITE 23
BEGIN CONSTRUCTTON
00
END RESURFACING ONLY -DRI- STA. 10+04.06
BEGIN CONSTRUCTION
+
N
18 17fF'�ff
-SRYIC- STA.30+62.17 END BRIDGE
-YI- STA. 27+44.40 +/- W
N
SITE 24
N
� r
END CONSTRUCTION
J
-YI- STA. 45+20.00
'
W
Z
J
U
QEND
CON:
2 -Y7- STA. !
THIS PROJECT IS WITHIN THE MUNICPAL BOUNDARY OF THE CITY OF NEW BERN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
` THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
��5 I
N END
pp NA003i
CONSTRUCTION C2p77
[A. 12+20.00 p
7GE
® RR4
-SR-SRY4A-
22 23 24
-Y4RPB-
END TIP PROJECT R-5777C
—I— POT STA. 355 + 64.22 =
—I— POT STA. 250 + 00.00
(U-5713 IR-5777A&B)
-SRY4A-
IINCOMPLETE ]PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY ]PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
_I-
US-70

Submittal February 6, 2024
BUFFER DRAWING R-5777C 7
SHEET 2 OF 6'^�' F `a
DATE: 1/15/2024 PMIMIN RY—PLAN8
INGtlMP E PLANB
cr c� MATCHLINE e��� •�
(SHEET31)
- E �N���O� Banowueatty
t� 0}, DOCUMENT
cL "ia� rRPA �cxEu aWa
G�Lvo9 a r / v MATCHLINE-Y7-STA 23+00(SHEET \ 30)
y, eec Drcx cuDrve
cu ,erocec xvssrusxrx xc. 1ee04"Iz
m y ,w•• sec . uv DDex _ i���/ ii �i �i/ '
see De,urI anxew
W O _ - -
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---------------------------
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U Q W
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i?�ii�so senoncw Ce "F A- / -�' j�J
on nw zenoro n.�i T.
a sa Drac v I rw e rr ` ! N"w- - - SEE BUFFER DRAW_ - - -G
ws w, ru,Dry "ID—
SEEDToN
a \ dwDn l /i BINysBcEiAILL74 FT prEEE sHc�rs j�'�.&
D—LD� \R ry""q e 1 /� Il rr �` r x A SHEET 3 OF 6
FOR ENLARGEMENT
ENT
im NR YIRPB PROEIIE SEEESHEET 631
0.vn,v / o II 35 / 4+ PROFrt£ SHEET 62
� p O �� va01c Yr vo P�r� sEe sneer �
�/ ALLOWABLE IMPACTS ZONE 1 °r vm�nc sEc s cE n _
FOR SRYIO/3G PROFrLE SEE EE/S H4 & 85
ALLOWABLE IMPACTS ZONE 2 "ONi
aie Dewi =�yzOG NiP 9 - ® -YI- (STATELY PINES ROAD)/ -L-
--ww s. De
MATCHLINE NS vP� C'Z _ - Pq,. xi„
^x... "•" x \/ \ <u -Yi- STA 36+ DDcx sse DD.,r a-�e ewx„.
- 00 (SHEET 32) mm� Zm GRAPHIC SCALE® ryR-57nc D.,E CRAVEN
�0 35 Q 3D 1?I PLANS D um er. BE wa 3131123
® ACA 3131123

Submittal February 6, 2024

Submittal February 6, 2024
DETAIL 8-1 DETAIL 8-2 DETAIL 8-3 DETAIL 8-4 DETAIL 8-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH CULVERT INLET BANK STABILIZATION CULVERT OUTLET CHANNEL CULVERT INLET /OUTLET BANK STABILIZATION
(No to Swle) (Nat to Swle) (N.110 Smle) (No fo Scala) (No. Swle)
From s:l Ne1u� GH9°tmaw� "'+n
Ditch '"fir] NPNNI Nmgrolepw
N°NNI \ of From Npturol , of Ground \ Ground "< d•
p' Slope
Groond 3.I D A- Ditch * Tack GeoreeAe
Q\mat Slopa Groond 31/ D �\ uck Gvotvxtile' d Tuck GeotevNle Key Rip-p into mimum of1N
v p Minimum o11N Key Riprop inb Ge°textile B o Minimum of IN Channel BoNom (TY➢I
I�.I Min. D=1.5 F. *3:1 BEHIND Min. D=1.5 F. ITy� CNpNNEL BED channel B.Ho (Typ) Ilya (Typ) Place Geotertile Under
3=2 Ft. GUARDRAIL Length=41 R. Ve bl.) Length- 47 H.
CHANNEL BED Ri ro in Le<miem
Min. D=2.SF1. Each SNe (yonoble) Directed by Engineer
FROM STA. 63+45 TO STA. 66+00 -L- LT Esc 60 Tons of Clo , T Rip-Rop, Keyed -In Type of Liner=CL 'I' Rip-Rop - Keyed -In Inn2. - 3 H.
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+05-SRYIDY3C- LT fo Top of egnk, Ezt. 24 CY DDE •Place Gewenile Under Riprep Est 50 Tonz, Ezf 85 SY Geote file d=2.5F. d=2.o - a.o Fc 1D1,1 sioe.i��,.�,a�� .o �n odm,
FROM STA. 29+00 TO STA. 42+50-SRY1A- LT FROM STA.29+10 TO STA.31+50-SRY`1DY3C- LT Ezf.105 SY Geofedlle one0iremed by Engineer Ezt 170 CY DDE B=4.OF. Est.=30 Tons of Class' I' Rip p Rap, I,E,E -1., Est. 68 SY G—file
PROJECT REFERENCE NO.
DETAIL 8-6
R-5777
SPECIAL DITCH GRADING
(No I. Swla)
ROADWAY DESIGN
4
ENGINEER
IPA
«y4RED SP
��\P0�
*SEE CROSS SECTIONS Min. D=1.0 Ff.
FROM STA. 66+00 TO STA. 69+00 -L- LT A
FROM STA. 70+50 TO STA. 77+00 -L- LT Ji
SHEET NO.
ENGINEER
PRELIMIN
RY PLANS
W NOT USE Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
7W ACQUISITION
FROM STA. 30+50 TO STA. 31+60-SRYIDY3C- RT STA. 13+30 -Y1 RPA- RT STA. 11+78-Y1RPD- LT STA. 29+10 -SRYI DY3C- LT
Ln FROM STA. 32+10 TO STA. 34+0-SRYIDY3C- LT STA. 29+25-SRYIDY3C- RT BUFFER D RAW I N G�
r,0 FROM STA. 34+0 TO STA. 40+50 -SRYDY3C- LT CD
FROOM STA.1050+750TOSTA.
STA.12+00R1 DR23LTLT ALLOWABLE IMPACTS ZONE 1 SHEET 4 OF 6
FROM STA. 10+75 TO STA. 12+00 -DR2- RT
o � Balfour BeattyStN
'
\ ALLOWABLE IMPACTS ZONE 2 DATE: 1/15/2024>>
\\\\ SPEC 2' BASED DOCUMENT NOT CONSIDERED FINAL
UNLESS AL
SEE DETAIL 8-1 L SIGNATURES COMPLETED
M \ SPEC 2' BASE DITCH
•mow.__ i IL 8-1
co Fes„ 50' 25' 0 50' 100,
' � � � CL '.'RIP RAP
[V SPEC 'V' DITCH CL W ,I{IP IRCI uic cns I. PnoP we cps 2 TONS PROP we cns u
Q r ETAIL 8-2 �— p�FE EST 3VT 7 SY GF xE �
CL'B'RIP RAP -� /F- 5Y G LINE
E E E E SCALE: 1"=100'
�-' ST 2 TONS i C LIB
_
BANK STABILIZATIO E ���►►�� V i I LLJ
W/CL 'I' RIP RAPAR
R E DETAIL 8-3
¢ to t- � O
1 - Y/A-
+ WOODS (n C+
F— CV
r Lw A < _1ory Miarflw �_ — Q
i- F� _ -Y/RPA- N �I saooM 3 — - U)
(n c)) SPEC 2' BASE DITCH
SEE DETAIL 8-9
rn
LL.I O SPEC DITCH GRADING SPEC DITCH GRADING SPEC DITCH GRADING O
SEE DETAIL 8-6 SEE DETAIL 8-6 L1
_ ------- ------S
M
MH ONO J r
LL.I 15" = L1J
UQ 196'X7' RCBC 2GI-0 i _ - _ - �j ni_ - —1 ni / Q
�i n �Y1FT �1LL— _i__ -F- 13- r)FTAII SHEEL j - - - - —J nl- - m - Of nl- - — - - -
2D-4 DETAIL 12 s n 4'PAVED SHOULD tom— Orl I oa ni
QN --------------- — --- US M 70 EBL 24'PAVED ROALWA--_----5/ 2 1 L vvt r---------------------- --- --- -- Q
J % REMOVE - it
I p➢---�'1Be�-----
---- ---—-------------- ---- ---
dJ21 ��81 4'PAVED SHOULDER
NMON
I` — — — — — --- --- ---- --------------------- —_---- —
-----r�---- --
F— EMOV jB 4' PAVED SHOULDER
LLl F ��---------------------- US hWU 70 WBL 29'PAVED ROADWAY — — — — —
------ --
W{------------------ _— — — —
M MM D 00 J,---------- 1 --- ---� ��-4'PAVED SHOULDER _ _ _ - _ _ - _ - _ _ - -- — -- - - -- -
------ M - _ ___ M
------od nL---------------------ae ni-------- o-----°d ni_-_-_--_-__--oe nl_ --- ----- dnI __ _-- --- —1u
m_ - - o - _ -
Ln — — — -- 7 GcnBE*o9RAIN-------------M—_---- �PEeY rrcH=M= — y�t,o»��o�tPnT�------
y, _ _M------------------------ ---_ ______- -______-___
T M
_ _ - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -M _ _ - - N
_ _ _ _ _ _ _ _ _ _ _
Q -_- - - dniCl -----� _---oi ni-- -- -� naV- --------- - —-------ss- ----- --------------- - ---
-sse- - -sv- - -sse- - a -ssi- - -ssa- - - - - - - - - - - - -
C / OAd 9 �- nt- - - - - - - - - - - - - - - - - - - - -od ni- - - - - - - - - - - - - - -od ni- - - - -
_ .. .. .. .. M _ .. .. .. - - - - _ - - - _ - - _ - - .. .. _ - _ - _ _
ai ni o1 ni
QLA Q.
gg MOO 01 613 ,L9'0 - - ' -
M/a Ol dl3 ,19'0
0 R N CULVERT OUTLET CHANNEL WOODS I I I III
0- m W/CL 'I' RIP RAP (BANKS ONLY) WOODS
SLOPE=0.8% I I I o I
SEE DETAIL 8-4 I I III WOODS
' WOODS
I _ II
RIQa I I
I
m i - DETAIL 8-8 -
31VoII 4�a .. - ..
a
i c3 n X� DETAIL 8-7 DETAIL 8 9
WOODS 0. STREAM SB X X� WOODS SPECIAL BASE DITCH
TOE PROTECTION TOE PROTECTION IN WETLAND AREAS
a y I � JNO� Y', �� r(1� (No t° Swle) (Not to Scolel (Nol to Swle)
IN KER DIRECTIONAL BORE I Pqq . M_�s ii \°��- S"LLLOPE o<F Natawl .gt Frem SPE�'DI
UG TEL X _ NATURAL a'\f� WONl Ground' S\° Growd 3. 3' Ditch `
N C C S GRouND d f WeNond Arco 3F`\I � ,D� F\met slope SEE DETAIL 8-
BAN STABILIZATION I A SvN GEOTEMLE �d �.1
< o d=1.0 Ft. d=1.0 Ff. Min. D. H. V
/C 'I' RIP RAP p - _ Geotextile B=2 H.
E DETAIL 8-5 SITE 8 Teolva KERN COMPANY, INC. J
Type ofLmer= CI°Rs'B'Ripamp Type of Liner= CL'B'Rip4tgp FROM STA. 13+31 TO STA. 13+50-Y1RPA- RT j 7p o
ROCK CHECK DAM'I� - EC N' DITCH FROM STA.35+20 TO STA. 36+00-SRYIDY3C- RT FROM STA. 34+00 TO STA. 35+20-SRYIDY3C- RT �7 �C�k
! I SEE DETAIL SHEET 2D-4 SEE DETAIL 8-2
DETAIL 9 F•('
SPEC 'V' ITCH C,RAVEN COUNTY // v
I SEE DETAI 8-2 I PE'V' DITCH SPEC ' DITCH (n
R 8 I v � SE :DETAIL 8-2 SEED AIL 8-2 GRAD / \ Q-
CL 'B' RIP RAP
E EST 2 TONS
C _ P P EST 7 SY GF G RTO,�`—
+ —� E / R R
�° °_,M T — — — — c M NLLM r
cV 1s" wr < "� =`E§ P� wM T A°1— <
<� R
2 ELBOWS Gy AR AR PROPOSED 6" PVC SL
LLUU DIRECTIONAL BORE o 4 SRYIDYJC-
U Lu - UG POW, TEL 2GI OR
/ RaPMIwT`'cW\ Pie
F EST 2 TONS _ -aT / F pgOP ujG P� PUE - fc
} EST 7 SY GF F _ R PR oc gld Pow L:nE
e N -PROP grN Pgw L1NM M DP g1N PDF LINE MDP mD Pow .-IS' gP D G FOR -LET- PROFILE SEE SHEETS 38 & 39
r cpa 4d L E PMop M PRO. M roP PMo Mtg PgM cpMLEB PR PROP otg POW wMLec P PUE PUE m m
POP wM TEL coNgx:TP PRE M TEL CO.OR -LRT- PROFILE SEE SHEETS 38 & 39
IG kEB �B Pow cpML M Pow cpMLEB
PUE i, fd9E' PUE PUE owl >r m18 °PPLIE L PUE PUE PPUE — ° r
XC0N0xET pUE FOR-YIRPA- PROFILE SEE SHEET 62
N P STABILIZATIO L PROP / CL 'B' RIP v -D FOR-YIRPD- PROFILE SEE SHEET 65
W ' RIP RAP �S 5 SAY GF� / CL 'B' RIP RAP SEE DETAIL 8-7 G G
e' EST 8 TONS TOE PROTECTION m m FOR -DR2- PROFILE SEE SHEET 77
& EE IL 8-5 EST 21 SY GF (FILL SLOPE ONLY) FOR-SRYIA- PROFILE SEE SHEET 79
P P, I I WETLAND WF SCL WRIP EE DETAIL �B 8 FOR-SRYlDY3C- PROFILE SEE SHEET 85

Submittal February 6, 2024

Submittal February 6, 2024
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT
(ft2) (ft) (ft) (ft) (ft) (ft) (ft) (ft2)
7
19+86 to 20+23-SRY1 DY3C-RT
UTILITY
257
695
952
8
28+63 to 30+31 -SRYI DY3C-RT
UTILITY
1289
1471
2760
23
38+78 to 40+27-Y1-RT
UTILITY
2117
1423
3540
24
40+60 to 41+89-Y1-RT
UTILITY
1696
1123
2819
TOTALS*:
5359
4712
10071
0
0
0
0
0
NOTES:
2018 Feb

Submittal February 6, 2024
C
0
a
7U
y
/
0
/
0
N7�)
O 0 T
N 0 N
r
L�
it
U
O
a
ti
N
C*410)
See Sheet 9 A For Index of Sheets
See Sheet I For Standard Symbology Sheet
PERRYTOWN
END I
�a
PROJECT
.m�rmac �Thur Sac \ m ` Oa
70
NP ^ P \
orepr \\
0v l \
�s
(SQ one Rd Riverdale t,�
E�
E
F" P Harbor \�
e�-
Crooked
Creek
70
Carolina
Qti /Pines
�a
zrV� of
Ca�F` Q-,l'10
�5
09
d7
d F
BEGIN ��
PROJECT 70
VICINITY MAP N.T.S.
BEGIN
-SRYIC- STA. 16+
PROJECT R-5777C
END RESURFACING ONLY
BEGIN CONSTRUCTION
-YI- STA. 27 + 44.40 +/-
END CONSTRUCT
-YI- STA. 45+20.00
STATE OF NORTH CAROLINA
DIVISION OF 111""HWAYS
CIM VEN
COUNTY
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
R-5777C
I
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
44648.3.4
WA
DESIGN -BUILD
LOCATION: U.S. 70 FROM THE HAVELOCK BYPASS TO EAST OF S.R.Ill6 (THURMAN ROAD)
TYPE OF WORD: GRADING, DRAINAGE, PAVING, SIGNING, ITS AND STRUCTURES "qo
83j"q
20�
BEGIN CONSTRUCTION
-Y3- STA.13 + 04.73
BEGIN CONSTRUCTION
END TIP PROJECT R-5777C
-L- POT STA. 355 + 64.22 =
"�083�
-L- POT STA. 250 + 00.00
w
i
BEGIN CONSTRUCTION
2017
(U-5713 /R-5777A&B)
p
-Y4- STA. 12+20.00
p
co
Q
BEGIN BRIDGE
\
�
O
-L- STA. 258 + 46.42 +/- iL
END CONSTRUCTION
O
E
v RR�
-SRY4A- STA. 97 + 54.83
NO
p
n
7
Os-SRY4B-
--SRY4A-
22
23
24
25
26
27
28
Q
r _
I
- _ 1-Y4RPB-14RPA�
+
SRY4A-
�--
co
-
\
_
is
a
L-
'ra
7
R
- Y 2-'
�t�M;;f;`'ii.z
_
l
US-70
TO NEW BERN
-
{�
b
W
asy
TO THURMAN ROAD
J
w
2
S
1 r
END CONSTRUCTION
�,
BEGIN CONSTRUCTION
-SRY4D2- STA. 30 + 03.58
U
END CONSTRUCTION
a
END BRIDGE
END CONSTRUCTION
-SRY4D2- STA. 10 + 71.20
F--
-Y8- STA. + 01.00
-L- STA. 259 + 50.50 +/-
-SRY4D- STA. 34
+ 53.02
END CONSTRUCTION
END CONSTRUCTION
RIGHT
O
F WAY
STA. 10 + 98.00
-Y7-
BEGIN MILL & RESURFACING ONLY
-Y4- STA. 25 + 75.00
END MILL & RESURFACING ONLY
-Y4- STA. 26 + 80.00
A PORTION OF THIS PROJECT IS WITHIN THE MUNICPAL BOUNDARY OF THE CITY OF NEW BERN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
PRELIMINARY PLANS
][DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT 2019 = 311800
ADT 2045 = 41« 800
K = 9%
D = 5 5 %
0 *
T = 8 /o
V = 75 MPH
(TTST = 3% + DUAL 5%)
FUNC. CLASSIFICATION =
INTERSTATE
STATEWIDE TIER
11 PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-5777C = 6.509 MILES
LENGTH STRUCTURE TIP PROJECT R-5777C = 0.035 MILES
PLANS PREPARED FOR THE NCDOT BY:
Baffoup Beatty NC LICENSE NUMBER F-0991
900 W TRADE ST STE 7I5,
CHARLOTTE, NC 28202
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
�� NOR?�
0
Q�
� ,r
a
+p op yRh ��Qo�
PLANS
50 25 0 50 100
TOTAL LENGTH OF TIP PROJECT R-5777C = 6.544 MILES
J
2018 STANDARD SPECIFICATIONS
J. ADAM FREEMAN, PE
RIGHT OF WAY DATE:
JAN UARY 17, 2023
ROADWAY DESIGN ENGINEER,
P.E.
SIGNATURE:
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
PROJECT ENGINEER
NARONG PHAL, PE
NCDOT CONTACT: NCDOBYRON DESIGN -BUILD
LETTING DATE:
JAN UARY 17, 2023
PROJECT DESIGN ENGINEER

Submittal February 6, 2024
0.02
STRUCTURE #1
BRIDGE AT -Yl- STA., 26 +59.57 OVER -L- STA. 48 +38.04
—Yl—(STATELY PINES RD.)
CL
I
53.5'
i
0.75' 0.75'
I
i
0.02 0.02 0.02 0.02
I
I
GRADE\
CROWN
POINT
STRUCTURE TYPICAL SECTION
STATELY PINES RD.
-Y1- FUNCTIONAL CLASS = RURAL LOCAL
L—(US-70)
0.02
ct —Yl—
BRIDGE
I
l
58'-9" VAR. 71.75' TO 74.65'
I
—Yl LPD-
12'-0" 12'-0" 12'-0" 46'-0" 12'-0" 12'-0" VAR. 12'-0"
0' - 4
19'-9" 6'16" 19'-9"
3
W
V) I
I
0.05 0.05 0.05 0.01 0.05 VAR. VAR.
0.05 0.05
GRADE
CROW GRADE\
OWN
POINT CROWN POINT
POINT
TYPICAL SECTION UNDER STRUCTURE
-L- FUNCTIONAL CLASS = INTERSTATE
MINIMUM VERTICAL CLEARANCE = 17'-0"
12'-0"
0.04
25
Nj
f ; US 70
Lo
�—L
_
8:IPROP. BARRIER
co
IAU TL-3 B-77
�-'11
w#,-Vql
TYPE B77
SKEW
8227'
B-77
r' IAU
39"
US
TL-CGAU
70 0 N
�
/6:/TYP —�--
Q_ PROP. GUIDERAIL CGAU
TYPE
B-77
TYPE -77
PROP. GUIDERAIL CL
N ~
it
it
US
70 N
N ~ US 70
SC Sta. 13 +25.00 0
N
o
o
0
0 0
o
-
POC StG, 46+48.77, 47.00'
B-77
SRS Sta. 11 +25.00
—
�
h
oe
RT
_
cc
L POT
Sto. 48 +38.04
1
t
—Yl—
POT
Sta. 26 f59.57
4.67
�
ps
/2
Q�
SKETCH
SHOWING BRIDGE
/PAVEMENT
RELATIONSHIP FOR
—Yl— OVER —L—
SCALE: 1" — 50'

Submittal February 6, 2024
1'-7.5"
* MEDIAN SHOULDER TO ACCOMMODATE
ONE FUTURE 12' THROUGH LANE IN
EACH DIRECTION & FUTURE 10' OFFSET.
58'-0" MIN. CLEAR ROADWAY
12'-0" 12'-0" 12'-0"
0.020 0.020 0.020
* DIMENSIONS PERPENDICULAR TO -Y3-
AND VARY UNDER BRIDGE
THROUGH CURVATURE OF ROUNDABOUT
APPROACHES /DEPARTURES AS NOTED
STRUCTURE #2
BRIDGE AT -L- STA. 180 + 59.,35 OVER -Y3- STA. 15 +55.07
L-(US-70)
CL
46'-0" *
12'-0"
10'-0"
2'1
10'-0" 12'-0"
I
i
d
I
0.020,
0.020, A
0.020 0.020
I
GRADE'
CWN
ROWt
POINT
POINT
STRUCTURE TYPICAL SECTION
-L-
FUNCTIONAL CLASS
= INTERSTATE
-Y3-(FISHER
AVE.)
ct
I
I
,
• rviry i
TYPICAL SECTION UNDER STRUCTURE
FISHER AVE.
-Y3- FUNCTIONAL CLASS = RURAL LOCAL
MINIMUM VERTICAL CLEARANCE = 15'-6"
FUTURE
-Y3-(FISHER AVE.)
CL
I
I ,
58'-0" MIN. CLEAR ROADWAY
12'-0" 12'-0"
0.020, 0.020
rvii,4 i
FUTURE TYPICAL SECTION UNDER STRUCTURE
FISHER AVE.
-Y3- FUNCTIONAL CLASS = RURAL LOCAL
MINIMUM VERTICAL CLEARANCE = 15'-6"
12'-0" 1 , 1'-7.5"
Ln
� N
N
-Y3RPA-
N
�-
��
��s
� NA�83iNgzp17
� ��
W
N �
- 81
c
��G
14 +52.34
B-77 GREU (TL-3)
I Z' 9
PS
PRC Sta.
9'
12
ps
co
65
P
PROP GUARDRAIL
B-77
6 S
B-77 PROP GUARDRAIL
G
V)
PROP.SBG
PROP. SBG
N
N
N
US 70
o US 70
N
N
�
N
ter
IAU
� -L - PROP. GUIDERAIL °��o
CGAU -L-
TL-3
PROP. GUI DERAIL
IAU
TL-3
PT Sto. 15+ 7.51
"
N 20° 06 27.3 W
CGAU
m
�
N
US 70
US 70
N
N
PROP. SBG
PROP. SBG
N
o
C
o
REU (TL-3)
PROP GUARDRAIL
B-77
6' B-77 PS PROP GUARDRAIL
�
CAT-1
lz
PS
12' SKEW -
70° 04' l3"
0
2
o
R74'
s oA
c�
SKETCH SHOWING
BRIDGE /PAVEMENT
RELATIONSHIP FOR -L- OVER -Y3-
SCALE:
1" = 50'

Submittal February 6, 2024
* MEDIAN SHOULDER TO ACCOMMODATE
ONE FUTURE 12' THROUGH LANE IN
EACH DIRECTION & FUTURE 10' OFFSET.
58'-0" MIN. CLEAR ROADWAY
1'-7.5" 12'-0" 12'-0" 12'-0"
I l -0.020 .110.020 0.020
* DIMENSIONS PERPENDICULAR TO -Y4-
AND VARY UNDER BRIDGE
THROUGH CURVATURE OF ROUNDABOUT
APPROACHES /DEPARTURES AS NOTED
STRUCTURE #3
BRIDGE AT -L- STA. 258 + 98,34 OVER -Y4- STA. 18 +01.45
L-(US-70)
CL
46'-0" *
12'-0" 10'-o"
2
10'-0"
12'-0"
I
I�
II
0.020, 0.020
0.020
0.020
GRADE)
GRADE
CROWN
CROWN
POINT
POINT
STRUCTURE
TYPICAL
SECTION
-L- FUNCTIONAL CLASS = INTERSTATE
-Y4-(CAMP KI RO RD.)
CL
I
BRIDGE
I
I
102'-0"
58'-0" MIN. CLEAR ROADWAY
12'-0" 12'-0" 12'-0"
0.020, 0.020, 0.020
-Y4 RAB- I-Y4�RCL * * CL I L
13.63 -23.95 i2 1 14 -15.84 1 17.5 -24.25 1 _ 14 -15.81, 2 13.68 -25.95
0.02
I
0.75'
0.02 0.02
0.75'
0.02 0.02
I
VGRADE
CROWN
POINT
TYPICAL SECTION UNDER STRUCTURE
CAMP KIRO RD.
-Y4- FUNCTIONAL CLASS = RURAL LOCAL
MINIMUM VERTICAL CLEARANCE = 15'-6"
0.02
1'-7.5"
o
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PROP. GUIDERAIL
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s
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SKETCH SHOWING BRIDGE
/PAVEMENT
RELATIONSHIP
FOR -L- OVER
-Y4-
SCALE:
1"
- 50'

Submittal February 6, 2024
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Submittal February 6, 2024
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Submittal February 6, 2024
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Submittal February 6, 2024
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Submittal February 6, 2024
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FOR -LRT I - PROFILE SEE SHEET 34
FOR-SRYIB- PROFILE SEE SHEET 81

Submittal February 6, 2024
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DETAIL 5-1
SPECIAL 'V' DITCH
( Not to Scale)
Front
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SEE DETAI 5-4 DR E (TY j SPEC 2' BASE DIT6�
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EST To
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Min. D=2.OFt.
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Type of Liner- Class 'B' Rip -Rap, Keyed -In B=2.OFt.
DETAIL 5-3
SPECIAL BASE DITCH
( Not to Scale)
Natural 01 Front
Ground 3• �e< Ditch
/ D F\o` Slope
LB
Min. D=2.5 Ft.
B = 3.0 Ft.
FROM STA. 18 + 00 TO STA. 24 + 50 -SRYI B- LT
FROM STA. 21 + 30 TO STA. 23 + 00 -L- RT
FROM STA. 16 + 00 TO STA. 16 + 70 -SRYI B- LT
6+82°90.
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+21.00 SEE DETAIL 5-8
i� sta.
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418 ELEVATION = 30.34
N 445225 E 2614282
OBL STATION 347,08.00 29 LEFT
I
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X X X X X X X X X X X X X X X X X X X X X X X X X x X X X X X X X X X X X X X X /
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SPECIAL BASE DITCH
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FROM STA. 13 + 50 TO STA. 16 + 00 -SRYI B- LT
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DETAIL 5-5
CULVERT INLET CHANNEL
( Not to Scale)
Natural Natural
Ground n� Ground
Tuck Geotextile
d a Minimum of 1ft
Geotextile B (TYP)
Min. D=2.5Ft.
Key -In Rip -Rap per Std. Dwg. 876.01 B=5.OFt.
Type of Liner=Class 'I' Rip -Rap to Top Bank
Est. 50 Tons, Est. 80 SY Geotextile
Est. 35 CY DDE
DETAIL 5-6
CULVERT OUTLET SCOUR HOLE STABILIZATION
( Not to Scale)
Natural Bed
Natural Elevation
Ground Natural
r Grouna
Tuck Geotextile a
Minimum of 1ft
2.0' 2:1 or (TYP)
Geotextile* Flatter (TYP)
Existing Scour Hole
Channel Bed *Place Geotextile Under Riprap
(7ft) in Locations Directed by Engineer
Length = 56 Ft.
Type of Liner=CL 'II' Rip -Rap to Top Bank - Keyed -In (TYP)
Est 210 Tons, Est 245 SY Geotextile
STA. 17 + 08 -SRYI C- RT
STA. 16 + 78 -SRYI B- LT
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DETAIL 5-7
SPECIAL DITCH GRADING
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I
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-L-
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\
FAV EMENT REMOVAL \ '
X
WOODS
W \
FOR -LLT( PROFILE SEE SHEET 34
FOR -LRT I - PROF/LE SEE SHEET 34 , - TA
FOR -LLT - PROFILE SEE SHEET 35 \
FOR -LRT - PROFILE SEE SHEET 35 \
FOR-SRYIB- PROFILE SEE SHEET 8/
FOR-SRYIC- PROFILE SEE SHEET 83
FROM STA. 16 + 80 TO STA. 18 + 00 -SRYI B- LT o
WOODS

Submittal February 6, 2024
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DETAIL 6-1
SPECIAL 'V' DITCH
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Front
o� Ditch
Natural �het Slope
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FROM STA. 30 + 75 TO STA. 37 + 50 -SRYI C- R'
DETAIL 6-2
SPECIAL BASE DITCH
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Natural o< Front
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D �C\off Slope
LB
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DETAIL 6-3
SPECIAL BASE DITCH
( Not to Scale)
Natural \ of Front
Ditch
Slope
Min. D=2.5 Ft.
B = 3.0 Ft.
DETAIL 6-4
SPECIAL DITCH GRADING
( Not to Scale)
SPA
*SEE CROSS SECTIONS Min. D=1.0 Ft.
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PROJECT REFERENCE NO. SHEET NO.
R -5777C 6
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
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III
lit
WEYERHAEUSER Q COMPANY Ralfoup Beatty
DB 370 PG 53 St\
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DOCUMENT NOT CONSIDERED FINAL
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1 N 0 2D-4 DETAIL 12
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(NO RECORDS FOUND) _ - _ - - -
EN R URFACING ONLY TIE TO _ __ - - - = ' \ 8 H - � �► o \
BEGIN NST RUCT ION + 62.17 EXTG DITCH _ - - - _ =/ T ��� ^
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1SG W v FC 'V' DITCH C DRIVE (TYP.)
SEE DETAIL 6 1
I I \ 061 T \ F most
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I I 56°05'48" E � \
1 I 22.03' EIP +00.00 \
I I 60.00' +62.43 I �i \ + +20
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X X X X X X X X X X X X X X X X X X X X X X X
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KENNETH McGOWAN
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%DB 3687 PG 522 �p CRAVEN
COUNTY
0s DB 3109
PG 521
PC I
PG IOA-IOG
lH0 „Og ,08°6bZ
M L1,60°1 N
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DETAIL 6-5
SPECIAL 'V' DITCH
�A Og•�g (Not to Scale)
Front
P�y�P� M 81,65°9Z N o Ditch
°�Q Natural 3 ��et Slope
���\°�� C:,Ground FYQ,7 or D F\O
10
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SP C 3'BASE DI H
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80 T XX09
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67.00 I b 00 I DRIVE (TYP.)
FROM STA. 23 + 00 TO STA. 36 + 00 -L- RT
FROM STA. 24+50 TO 26+00-SRY1B- LT
JACKSON FAMILY, LLC
DB 2799 PG 735
PB C PG 353
LAT 2' BASE DITCH
SEE DETAIL 6-2
PC Sta. 30+29°59
X 1
I
12 12
CANDICE CANDICE LEE
LEE PLISKO PLISKO
DB 3515 PG 1948 DB 3515
PG 1948
END CHL FENCE
BEGIN WW FENCE
C) -YIRPB- STA.
s 6 C
FCC Sta. 32+96°33
sJ� ��
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-L- FOC Sta. 29+44°47, 47°00' LT I�N w 0
0 CONCRETE a�esl + 34.2
PAVEMENT REMOVAL
FOR -LLT - PROFILE SEE SHEETS 35 & 36
FOR -LRT - PROFILE SEE SHEET 35 & 36
FOR -YI RPB - PROFILE SEE SHEET 63
FOR-SRYIB- PROFILE SEE SHEETS 8I & 82
FOR-SRYIC- PROFILE SEE SHEET 83

Submittal February 6, 2024
CT
6
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PROJECT REFERENCE NO. SHEET NO.
tO R-5777C 7
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
1
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ry
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��� 'O N �\^� O 2 TONS mod` DOCUMENT NOT CONSIDERED FINAL
60.00' / Yl "�% !� 77 P p o N EST 7 SY GF 75 60.00' UNLESS ALL SIGNATURES COMPLETED
+57.75 � � � � \\x�\\\\\ o {y{y
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\ \ M 17+00 TO 17+50-Y1RPA- RT 60. _
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SPEC 2' BASE DITCH
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EST 20 TONS \ \
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60.00' / / o Ow 02 02 F TO ELEV. 28.5
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ST Sta. 23+57.75 / 1 i I \ (DEWATER POND F /
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W/CL TRIP RAP (BANKS ONLY)
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PS 2 W I BURY INVERT 1.0'
R / 5 � ru CL 'B' RIP RAP
CP B� F I GRE > I EST 2 TONS
/ IRP (T ) J EST 7 S -Gf
I
SPEC 4' BASE DITCH C / 9L�/ 578
+2895 P5 I� I SEE DETAIL 7-1 / / 4 �tQ• 7t L^ nl % / a ��y/�
F/ / / ECJ TARHEEL INVESTMENTS. INC. SPEC 2' SE DITCH / (n /-Ni CS //// o // Q p- j GI y•
C / ' CS StG. 2/+57.75 / DB 2963 PG 224 SEE DETAIL 7-2_ / _
CD / / � / PC H PG 96F 4'+6574 Hi33i5 .8 ' � � // / // % N -.5:
Lf)pp / CL 'B' RIP RAP '
�F I ms CL 'I' RIP RAP
/ /'' I ,� 6' +84.49 I EST 26 TONS EST 3 TONS
C9 aP5 EST IO SY GF r C 1I EST 50 SY GF
25
1- Ll� a / TB 2GI TB 2GI / 4 - - i// // / / /j/ // / SI��J .°' / / o*
tow N o / BEGIN APPROACH S 15 73 s v + F® _ �_�� 7 +/
Cfl = D -Yl- STA 25 / GRE +50
D- ExtsTwg R/w WOODS
CL
21 TONS � P� C 0 3 0 8d-+7 - -
...i to a/ SPEC 4' BASE DITCH +00.0 TL-U A - - /''�
CL'B' RIP RAP SEE DETAIL 7-1 EST 7 SY RIP
BEGIN BRIDGE C M/n oFnLslz3 SAIL _ M - 'P i _/�/ TO �D�R,AI�Nj /j/
Q 'IT 3 TONS - - ®� PRO _ - - c ii/' 7�ROy-F4yR / Boa ^' '2 ' .I ' ' / EST 7 SY GF
CL 6' RIP RAP Y/- STA Z5+90.99 74 P n
! i C EST 10 SY GF EST 2y5TY NS '
_ _ _ �s L of ^A
�- '. •- .. .. -�. --��� ® E.STNG R/K-���ST' N 74 2GI -_---ice- �� E/%/fie /�// i �i�'� � 'ii� !' �''�i' ENE•
> HW 15" o lv
C i > -� ® ®+ - - _ - _ -0 ' d - - AYED ROPOMM %
MMY 70 EEL 36' P P.2g.8LET
GE- w� +47A0 YY
> 2GI
- - _ _ -_-_- - - _ - J1'
- _
LU D ---- -- •----- .. .. .. .. .. .. .. .. .. 4+ .4 � - _ > -- - 74- R /// L REMOVE _ CHAT
'��_ 553' �
~. nl /
O - - _ SLOPE( IO%�'
- - - - a - D_ - m 2GI //
- - - - P / Yi i
----- ------------------------------ __ PRO
_ W �� -' -_ _ - - - - - - - - - - - - - - - - - au ii Y P�IOERPIL 74 = _ �� E
1 _
d 63.69'
U LU �5 EC-BIT6W- GBAD� _ ni- - 074 -�y a-77 �_ _ d9 tl GRASS
_ z
DETAIL 7-12 � ED SH U CD 4 P� 2 73 2GI-D��_ 4'PAV 7 �
Q (o � PROP,GU/DER.NL 15„ ----- _
-- + 'v o- C StO. 13 IpER / °, nip / o ky°'
� 2GI-D 73---____ US titiwy 7p EBL 24 PAVE0 ROADWAY 2GI + yy5 S GRASS REMOVE jIt00 � � / ROCK CHECK DAM
J _► --- --- --- �_-- an +9055 v EC 2'BASE DITCH 4PAVED _i si' �'s ,°'�- `
hm ---- ____ __ ---
a-- v a SEE DETAI� � � SEE DETAIL S DETAIL 9
+98.00 o o M - SHEET 2D4
III�y US 7D WB GRASS o H SPEC 'V' DITCH
�� N' GY' SEE DTA -13 SEE DETAIL 7-3
0
/ . /7+0%26 N
o fyJh
N� o
71 _
-- -----------------
�- CS 0 +400
Tmr----------------- � CB o: � 71 0 ��� sue' � �� � �' A BL ,^y /s EST 1 TON J+'y -- - '
_ ___ _ �Il� - � ' NK $TA I IZATION ' r $T 5 SY r � + 1. 52.34' C.
W/CL 'I' RIP RAP s= 75
---- a DETAIL �1-00D5 y(i 'O66.00' & 81.00 66.00' 0 5
-- -----� =U$ IAYY 7 WBL 24'PAYED ROADWAY �,REU TL-3 = �' �-_ CB 30" RCP I /� - I TOE P ECTION 51.4 '.& 66.00'
- l- eP4VE0 SHOULDER SEE SHEET 2D-1, DETAIL 13 -L- �' / R ® _ - -e- - W
DITCH BERM TO EL 29.5 Q f + d 9 BURY INVERT 1.0' �O O + i�
AND BRIDGE m 24" RGP IV ES 0 TONSP 56 0
- - - - y8ssa DAYLIGHT g
- - - - - - - - - - - -d- - - - - - -- -� - - _ -Yl- STA, 27+44.40 71 CL'B'�IP RAQ - - - _ - - - MONNNn � � � - lg / D 3' BASE DITCH O �aV 4 SEE DETAIL 7 10 4, '+25 (n
--------- - - ------ -------------- --- -- - - - sse- ADITCH - +9
_ 71 + 7
- - - - •- - - - - - - - - - - - - -"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - = L =
NMONMNn .B d 70 TB Gl_ �$T�10N$ 3A _ \- \ LENGTH 387 LF, S OPE 0.39% +78.00 +78T 7'
- - - - - - -N- - - - - - - - - - - - - - - - - - - .. 95.
T 25 SY GF
_ -Edit PR H SLAB 4b7 D. EST 14 _ � EST 26o cv DDE KERN COMPANY, INC. o0' LT'
- SPEC 'V' -T - _ = =11L -i-i - •r = _L S�aZ ® _ _ _ .Yl- .��.L �-G 1 " P I-- _ _ _ -ss ]nd .D s `n o°•-' !
3�1 SEE DETAIL 7-4 DB 1244 PC 925
SEFsfiEL11L 7- C - =T�� �� =' 7=E� ,llt�i- - j1�-" - - -6' - - - - 1 - - _Y i I ..::.......:.......: ....................
UO CO �--'mac ------ __ -'Gp
���_ -oe uC--- ---+ -----c ------ --- ---- ----------nL--- - ----end.£- - --_-- \ - i-__------ -� -----B 2�I-ss@ENGT =-2.1 : --- --- - ]nd_ --ant- -- -
'---�`�-------------- SEE C EAL11-- -• ---- OAd AZ OAd .91--------_---- �B9�i V - ---- _ -y iSIX .. I I 5 ,64.00'
---ecr- - - - - - -sse- - _ _ _
� - ��•sse-�-- SL PE=0.4° CL'6�'RIPRA 416 ELEVATION 31.31 �E•�
i'- � w a - - I N 447716 E 2612518 s l URY wvERi 1.0' V;
Lli I.1.1 \ ory «_ .. .. .. .. .. �/ STATION 316.37. BB 62 LEFT v \ rn BANK STABILIZATION
EST 10iY-DD ..
\ o N I 9 i �F 31 +75p i
F PT S 0�. %/�/2..7 - 16Lfj=RR.SPIKE.IN.BASE OF 14' A......... /� /p1VRAP
0 o P.-EL-3zz.a.g3 \ _/ - /mow- I o EIP P B 2 L \\ J - SEE
DTAIL
h o w n t63.ea• - �o - + I
.. 4.67 GI 7p 'RIP RAP
N 35 4/'//.B•Ly o o g,. . I 80.66' mp WOODS 187.44' o PS
I �I
ESTSS
+40.00 E .. .. ` E��t 15" W/
20.00, +n Sto.1 +9/Al I 9 2 ELBOWS
+30.00 {{�yy zo.00' F I o to.15+6829 a \ E- PUE SSPEC
DT'VA' ILDI7T-C1H +03.090.',
QVE 8+40c0
0' .
12.00' 65.00'
E
\ +z1m�
,0 73.00'. JN07 KERN COMPANY, INC. a B�" ��e C 'B'RIP P F I IM' �I ,� / Ds
PUE 0 GF DB I240 PG 828 -� E T 2 T NS II a 8 wOp / I I O aA E +40.00
a O 7.• E T 7 S GFIIy 125.00'
- P E 90.00'S � ao1Ya�N3D� I IX , Q � � � � ' I I p ! I s . o', b .00' � PT Sto. 26+75.55
PC Sta. 42+08.59 \ 3 % \ NMONNNn .Bf 1 JSTI II I III p F \ D
/ +31.00
-DRI- PC StG. 10+00.00 O'
-SRYIC- PC StG. 43+53.30 s000G CONSTDETAIL 7-9 DETAIL 7-10
AIStPIPE INLET CHANNEL TOE PROTECTION
Not to S.W) (Not to scale)
69.73' F SEECD IDLI7C3 1f`?'t1'. \ // ooa C F BA TION I I+ f / e Newrol \ N°wr.l �oAa n
p� p I DS or' ,BEST TO P J �@p h o SEE DETAIL 7-6 qa o e / roun 37 D T.rxrGeote,nae GROUND 3 �� SLOFF
pD$ j 'I LLI /�C. '�C Z'i I I / W/ I' RIP RAP +5 .00 \50 V• vn {� L uRAL EsS'
a Nenimum o11N
'•'\ GF : CRAV 4 COP ' TY +88.00 tk,00' d
\ 73 PC I 9 A-OG �tn� A �I IBURY R Q� o / Q� Geeronge B OYP) GEOTExraE
W'Op .91•b£2 `/ Vt I / /. I a Typetof L. CL'I'Ri,R.,-Keyed-In d=1.0 Ft.
()
INVERT 1.0' O Mtn. D=3.OFf
0S /2' Est 90 Tons,Esf 160 SY Geotexfile B=4.OFL T fLner= Closs 'B'Ri
\ +73.00 \ .. 3.6LOZ.Fb S �jC aC TOEOTCTION a TOE PROTECTION H 80.00' Est 90 CY DDE Type ° IrRop
114.00' + 4. Wp / �t '� / FILL�5LOPFONZL4j �` / OQ .(FILL SLOPE ONLY) I / STA. 55+60 -L- LT FROM STA. 20+00 TO STA. 20+95-SRYIDY3C- LT
\, KERN COMPANY, INC. �F A +, 66.00', .00' DO WpI / " I _CL 'B�RIP RAP . I� I CL 'e' RIP RA J` . f 5 PC SlG. 22+9420 FROM STA. 18+35 TO STA. 19+22-Y1RPD- LT
1DErAIL�C14� o� SEE DETAIL 7-1 7
DB 1240 PG 828 e1 W ELB S : / GRAdE TO DRAIN I ° I I - -
\ CL B' RIP RAP 90.00' � ga �x JDETAIL 7-11 DETAIL 7-12
SYQ. 23+6929 Q SPECIAL BASE DITCH SPEC(
/ T E PROTECT ON 1 Nam SE DITCH GRADING
02 � GREU\ � O I x � �(,AL
ITL-3)m
I GI '�
\I 4
{�'y O rn 3.00' I - �CFj I EST 10 TONS + .00 2 I Nm.r.I From
� � EST 25 SY GF 4 .00 / kA� 15 RCP -IV
DETAIL 7-1 DETAIL 7-2 p A 6s.o ` +a992 a' \ �1C �� I P E 72 p r\°"° s°liPhe �sPV ate JFybe`� ` sP
SPECIAL BASE DITCH SPECIAL BASE DITCH 117 0 - - 00. 1 d' O q _ 2GI Q Q L B,� Min D- F
• �/•4 t3 ,sue $ E DETAIL 7 10�'
I Notro Smle) INotro &ale) s8.00, qAx
RABZ- StG. 0t00.00 - P \ �C t�• /• \� / I� 2 (� -15 "SEE CROSS SECTIONS Min. D=1.0 F.
G +45.00 WOOD( -�+97.00 B-3 R.II�, - - 50' .� 30" RCP II / �C I I s \ 50.00' & 8 0'�60.00', 72.00' A 2 II .. .. FROM STA. 36+00 TO STA. 37+00 -L- MED
°Frenf 0. 9p' � R +7 ,$�C FS, SEE TNT �SaHEE I .. � � \ � 123.00' FROM STA. 36+00 TO STA. 42+50 -L- RT FROM STA. 58+50 TO STA. 62+00 -L- MED
krounn� 2D-4 FAIL/V ID P° DsioPe,;,,A��-\m I I AFROM STA. 59+50 TO STA. 60+00 -L- LT
U U 1.I \ I I I P� -I 7B°xi. f - II I A 6o nn' SPEC 'V' DITCH / ..0 \ . ._ _ . L 'B RIP RAP
Min. D=1.5 Ft. Min. D=1.5 FL T TONS
B=4.0 Ft. B=2 Ft.
FROM STA. 36+00 TO STA. 47+35 -L- LT FROM STA. 55+72 TO STA. 59+50 -L- LT
FROM STA. 49+85 TO STA 55+68 -L- LT FROM STA. 19+50 TO STA. 22+85 -Y1 RPA- RT
FROM STA. 22+85 TO STA. 23+40-Y1RPA- RT
FROM STA. 23+00 TO STA. 25+70 -Y7- RT
FROM STA. 13+80 TO STA. 14+38 -YI LPD- RT
DETAIL 7-3 DETAIL 7-4
SPECIAL 'V' DITCH STANDARD BASE DITCH
1 Naf ro Swlv)
(Net fe Scale)
From
Ditch N oVrpl Npturol
N I p'� °� SI.Pe r n '5' roun WOODS
Ground J.7 D p\°�01 D
Min. D=1.5 R. Min. D
B=3.0 Ft.
FROM STA. 41+30 TO STA. 45+30 -SRYIC- LT FROM STA. 51+55 TO STA. 55+30 -L- RT
FROM STA. a5+00 TO STA. 50+00 -SRYIC- LT FROM STA. 13+20 TO STA. 1 - LT-Y1LPD- RT
FROM STA. 500 00 TO STA. +50 - -SRYIC- LT 15+50-SRYIDY3C- LT
FROM STA. 14+00 TO STA. 15+50-SRYIDY3C- LT
FROM STA. 14+0 TO STA. 1a+0 -SRYIDY3C- RT
FROM STA. 1 6 + 50 TO STA. 17+0-SRYIDY3C- LT
FROM STA. 17+TO STA. 18+85-SRYIDY3C- LT
FROM STA. 18+85 TO STA. 19+50 50-RYIDY3C- LT
FROM STA. 26+5050 TO STA. 28+70-SRYIDY3G- LT
DETAIL 7-5
PIPE OUTLET CHANNEL STABILIZATION
I_
ro xnld
No urol BNd
.F
1 E-L.
Ground , `-GrY°'uLnd
15, , / `Tuck Geofedile
° Minimum °f lA
Gwtenila' Chpan (Bed d
IV ri.ble) 'Flaw Ge.tenile U Under Riprop
Len9fh=34 R. in L°c.ti°ns Directed by Engineer
Est. 55 Tons of C111'I' Rip -Rap, KeyedA,
Es:100 5Y Geotextile, Est.17 CY DOE
DETAIL 7-6
PIPE INLET BANK STABILIZATION
( Not to Scale)
epe eV`f'-Tr°un�
Tuck Geote.Me
Key ..IB into mMinimum �d-
.1ft
Ch�nnel Bottom N 1
(< 1 Race GeoLe ti Under
CHANN BED Riprop in Locptions
E IVeriablel Directed by Engineer
d-'. 20 Ft. ID111D to be Imtelled to 2h Dutside Top
d =1.5 - 3.0 R. d ' '
Est.-20 Tone of Clp ", Rip Rap, keyE&I.,l Est. 35 SY Geotextile
STA.18+90-Y1RPD- RT
STA. 20+50-SRYIDY3C- RT STA. 21+50-SRYIDY3C- LT
DETAIL 7-7 DETAIL 7-8
PIPE OUTLET BANK STABILIZATION CULVERT OUTLET CHANNEL
I Not. Sc 1.) INm fo Scale)
mr] G°r.r.l N' 1
d. esstt ro„nd 3,7 D .\
a
br T.rk Geofenile
Key Riprop imo Minimum d1N Touch Geofexfiof
Chonnel BOHom Popm Geofemile Under Groroiile B ini f1A
(TYp) CH ELBED Riprop 'n Locations Len91h= 20 F, m%
(von°blel Diremed by Engineer Min. D=2.SFf
Len h=25 R. •z Rop ro b. m 11.d m xho Type of Liner=CL T Rip -Rap - Keyedan
9f mdd. Top d=2.5R.
d=1.5 Ff. orD� pope: on ludsdidi.nol srnom: Est 39 Tons, Est fiB SY Geokxtile
EsL=27 Tons of Clov'I' Rip R. , keyed -In, Ed. 50 SY G.-ile Esf 21 CY DOE
STA. 19+25-Y1RPD- LT STA. 56+00 -L- RT
\ SPEC 'V' DITCH
SEE DETAIL 7-3
WOODS
. // J.,y4 =
-
G.
i 73
5" RCP
15" 3 CB R /
CL'B'RIP P
EST 1 N
W/2 ELBOWS --- CB
EST 5 SY F
WO
m
q• j 73
S
n
02
-72.00
2.67' &
36.00'
J
o.00
w
5
StQ.
V
.0,
00'
oz
o RJIy
m .
2
F P
MATCHLINE
-Y1-
STA 36+00 (SHEET 32)
F
��19-4-
: gel ' � :
� , � r,••l') d �`��
(�.�
'e
1�J4�
1w1`'
FAR
1
/
r
w�
� I
•
I
f/ SPEC 'V' DITCH
SEE DETAIL 7-3
I /
(/
DAYLIGHT DITCH
/ TOE PROTECTION
/ (FILL SLOPE ONLY)
CL ETAIP RAP
SEE DETAIL 7-14
E1�Lt'vu�
-°w-
` � 123.885
DITC \
AYLIGHT DITC
SPEC 'V' DITCH
SEE DETAIL 7-3
SEE DETAIL 7-3 c
6
\
q
.--.Do
x
50.00'00' 80.0
,
�o
k
& 90.00,
C
/
+a
(o
8
80.00, &
EST TO •RAP
111`1
00
JF, 10 SY
Q
.00119.00'
50.00, & 80.00,
O /
z0 / +49.00
J� 119.00,
Q
+ 00
/ Q 80.00', 100.00'
80.00', 100.00'
PT Sto.16+25J6
,',,-IL WEST
RAP
EST 8 TONS
EST 21 SY GF
+ 2.
50.00' & 75.00'
+62.00
r0.00' & 75.00'
TOE PROTECTION
-(FILL SLOPE ONLY)
CL 'B' RIP RAP
SEE DETAIL 7-14
T 7 Y GF DETAIL 7-13 DETAIL 7-14
_BURY SPECIAL 'V' DITCH TOE PROTECTION IN WETLAND AREAS
INVERT 1.0" IN—. S&.) I 1
Notro Smle
Fronf
Ditch
°f dove
Gro.n D F\off°c =Il Arc°�
L STABILIZATION, Min. D=0.5 Ft. d
21P RAP d=1.0 Ft. Geotextile
IL 7-5
FROM STA. 17+50 TO STA. 18+35 -Y1 RPD- LT
FROM STA. 20+00 TO STA. 24+50-Y1RPD- RT Type °f Liner= CL'W Rip -Rap
DETAIL 7-15 FROM STA.19+00 TO STA.20+90-Y1LPD-
STANDARD BASE DITCH FROM STA. 14+50 TO STA. 16+15 -SRYI DY3C- RT
(Not t° stele) FROM STA. 15+50 TO STA. 16+50-$RYIDY3C- LT
FROM STA. 20+95 TO STA. 21+75 -SRYIDY3C- LT
NrpotVrol Npourpl
Min. D=1.0 Ft.
STA. 49+60 -L- RT
PAVEMENT REMOVAL
0
-Yl-
DETAIL 7-16
26
STATELY
SPECIAL BASE DITCH
PINES RD.
1 Nof fo 5w1e1
N f rl \of Front
Groun 3' Ditch
0
21
��5
D F\°t $lope
B Min. D=1.5 R.
B=2.0 Ff.
315
310
FROM STA. 13 150 TO STA. 14+65-Y1RPA- RT
418 387
-L- -L-
US 70 `\ / US 70 3
3823
-Y1- 11
STATELY 61
PINES RD.
EST. 2019 /2045 TRAFFIC VOLUMES
LOCATION:
-Yl- (STATELY PINES ROAD)/ -L-
TIP NO.: COUNTY:
R-5777C CRAVEN
GRAPHIC SCALE DESIGNED BY: DATE:
10 �5 0 50 too BB 3131123
go CHECKED BY: A^A DATE: 3�3/I23
PLANS 1

Submittal February 6, 2024
C
t
Q
I
n
I
LD
DETAIL 8-1 DETAIL 8-2
DETAIL 8-3
DETAIL
8-4
DETAIL 8-5 DETAIL 8-6
PROJECT REFERENCE NO. SHEET NO.
SPECIAL BASE DITCH SPECIAL V DITCH
(Not to Scale ) Not to Scale)
CULVERT INLET BANK STABILIZATION
( Not to Scale)
CULVERT
OUTLET CHANNEL
(Not to Scale)
CULVERT INLET/CUTLET BANK STABILIZATION
SPECIAL DITCH GRADING
( Not to Scale)
Not to Scale)
R -5777C 8
ROADWAY DESIGN HYDRAULICS
Front
t Ditch
Natural z l -,Natural
rounT N iY round
Natural
N
Natural n�
Natural
FkisT gP�t \ -' mound
-y
ENGINEER ENGINEER
Natural o< Front 1 o
�•1 t Natural *� yet Slope
Ground o'.y D ot�e Ditch Ground 3• \o�
F\ Sloe %
e' km
-
Ground
d
\ Ground
:y D 3'
Tuck Geotextile Key
�c s d* �o
qNk e�`SS Tuck Geotextile \�
Ri ra into a Minimum of lfr gp qR/q D\P� SP
Riprap
O
P D
Tuck Geotextile* ��
a Minimum of lfr Key Riprap into
Geotextile
Y
a Minimum of lft Channel
B
Bottom (TYP) �F JP
(P
PRELIMINARYPLANS
Y I JL l�
B Min. D=1.5 Ft.
Min. D=1.5 Ft. 3:1 BEHIND
B-2 Ft. GUARDRAIL
ChannelBottomT
(YP)
(Np) CHANNEL BED
Length 47 Ft.
B (TYP) (TYP)
Each
Place Geotextile Under
CHANNEL BED Ri ra in Locations
Riprap SEE CROSS SECTIONS Min. D=1.0 Ft.
�/
DO NOT USE FOR CONSTRUCTION
FROM STA. 63 + 45 TO STA. 66 + 00 -L- LT
(Variable)
Length=41 Ft. (
Est. 60 Tons of Class 'I' Ri -Ra Keyed -in
Rip -Rap, y
g
Type of Liner=CL 'I' Rip
Site (Variable)
Min. D=2.5Ft. ) Directed by Engineer
-Rap - Keyed -In Length=30 Ft. *Rip -Rap to be Installed to 2ft0utside To
d = 2.5Ft. p FROM STA. 66 + 00 TO STA. 69 + 00 -L- LT
FROM STA. 63 + 50 TO STA. 77 + 00 -L- RT FROM STA. 28 + 70 TO STA. 29 + 05 -SRYI DY3C- LT
to Top of Bank, Est. 24 CY DDE *Place Geotextile Under Riprap
Est. 105 SY Geotextile in Locations Directed by Engineer
Est 50 Tons, Est 85 S
Est 170 CY DDE
Geotextile d = 2.0
B=4.OFt. Est.=30
- 3.0 Ft. of Ditch Slopes on Jurisdictional Streams
Tons of Class 'I' Rip Rap, keyed -In, Est. 68 SY Geotextile FROM STA. 70+50 TO STA. 77+00 -L- LT
FROM STA. 29+00 TO STA. 42 +50 -SRYIA- LT FROM STA. 29+10 TO STA. 31 +50-SRYIDY3C- LT
�%
FROM STA. 30 + 50 TO STA. 31 + 60 -SRYI DY3 C- RT
STA. 13 + 30 -YI RPA- RT
STA. 1
+ 78 -Y1 RPD- LT
STA. 29 + 10 -SRYI DY3C- LT C)
%
FROM STA. 32+10 TO STA. -SRYIDY3C- LT
� O
STA. -SRYIDY3C- RT
FROM STA. 34 + 60 TO STA. 40 + 50 -SRYI DY3C- LT
FROM STA. 41 + 50 TO STA. 42 + 70 -SRY1 DY3C- LT
FROM STA. 10 + 75 TO STA. 12 + 00 -DR2- LT
FROM STA. 10 + 75 TO STA. 12 + 00 -DR2- RT
16
SPEC 2' BASE DITCH
Ralfour Beatty
O C
�#1
StN
� \ SEE DETAIL 8-1
ECJ TARHEEL INVESTMENTS, INC.
DB 2963 PG 224
PC H PG 96F
DOCUMENT NOT CONSIDERED FINAL
+75.00
SPEC 2' BASE DITCH
SEE DETAIL 8-1
UNLESS ALL SIGNATURES COMPLETED
7 +28.68
65.00'
PT Sto. 34+74.89
Co W E E
_
+ 42.52
+ 74.89
'V' DITCH - _ _
75.06'
E
60.00' CL 'B' RIP
P +93.00
69.00'
CL B RIP RAP
SEE D -2
-
ST 7 S
GF E
EST 2 TONS
E
E
E E
0 1► CL 'B' RIP RAP
- -
- - - C
EST 7 SGF
Q� EST 2 TONS
- -
- - - - - - --- ---
-- --
--- -- C
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Submittal February 6, 2024
SPEC 2' BASE DITCH
SEE DETAIL 9-1
DETAIL 9-1
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DETAIL 9-2
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PIPE OUTLET CHANNEL STABILIZATION
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ECJ TARHEEL INVESTMENTS, INC.
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PAVEMENT REMOVAL
FOR
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PROFILE SEE
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FOR
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PROFILE SEE
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FOR
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PROFILE SEE SHEETS 79 & 80
FOR
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SEE SHEETS 85 & 86
FOR
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PROFILE SEE
SHEET 89

Submittal February 6, 2024
C
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DETAIL 10-1
RIP RAP AT EMBANKMENT
( Not to Scale)
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Grade 1.0'min.
f 1.5'
Place Geotextile Under
Riprap in Locations Key Riprap into
Directed by Engineer Channel Bottom(Typ)
Type of Liner= CL 'I' Rip -Rap, Keyed -In
STA_ 60 + 05 -SRYIA- LT
STA. 60+15 -SRYIA- LT
DETAIL 10-2
SPECIAL BASE DITCH
( Not to Scale)
Natural \ Ot Front
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y D F\d� Slope
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B = 2 Ft.
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FROM STA. 69 + 65 TO STA. 70 + 50 -SRYIA- LT
FROM STA. 63+30 TO STA. 69+75-SRYIDY3C- RT
ECJ TARHEEL INVESTMENTS, INC.
DB 2963 PG 224
PC H PG 96F RIP RAP AT EMBANKMENT
EST 42 TONS, EST 60 SY GF
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PROJECT REFERENCE NO. SHEET NO.
R -5777C 10
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ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Balfour Beatty
StN
DOCUMENT NOT CONSIDERED FINAL
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DETAIL 10-3
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DETAIL 10-4
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FROM STA. 10 + 00 TO STA. 11 + 38 -Y2- LT
FROM
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FROM STA. 62 + 00 TO STA. 65 + 30 -SRYIA- LT
FROM
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FROM STA. 66 + 30 TO STA. 69 + 65 -SRYIA- LT
FROM
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FROM STA. 57 + 00 TO STA. 60 + 00 -SRYI DY3C- RT
FROM
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DETAIL 10-5
PIPE OUTLET CHANNEL STABILIZATION
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DETAIL 10-6
SPECIAL BASE DITCH
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% D F\O't Slope
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FROM STA. 70 + 30 TO STA. 71 + 00 -SRYI DY3C- RT
DETAIL 10-7
SPECIAL DITCH GRADING
( Not to Scale)
j D I _
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*SEE CROSS SECTIONS g I Min. D=1.0 Ft.
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:ROM STA. 91 + 00 TO STA. 91 + 50 -L- RT
�3 3
7 r_-
9S
S
PAVEMENT REMOVAL
FOR -LLT - PROFILE SEE SHEETS 40 & 41
FOR -LRT- PROFILE SEE SHEETS 40 & 4/
FOR -Y2- PROFILE SEE SHEET 65
FOR -SRYI A- PROFILE SEE SHEET 80
FOR -SRYI DY3C - PROFILE SEE SHEET 86

Submittal February 6, 2024
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M C EXIS rl
PROJECT REFERENCE NO. SHEET NO.
R —5777C 11
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Rulfuur Beatty StN v
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I
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SPECIAL 'V' DITCH SPECIAL BASE DITCH ZS d �S M n1J �0 0 o A
( Not to Scale) ( Not to Scale) Z103 ww�d� w o 0
Front 3 "b0 ROBERT W. HAND � o
RICHARD MASON
of Sloch Natural oc Front DB 3495 PG 806 HERB, ET UX r'
e� Pe Natural A' �Ground 3. �� < Ditch
Ground 3I F\d I T F\a��e 'zI--- PC H PG 131D m DB 3339 PG 411
FROM STA. 70 + 95 TO STA. 74 + 97 -SRYIA- LT FROM STA. 109 + 50 TO STA. 111 + 00 -L- LT ~ 3 „1�,61°Sb s PAVEMENT REMOVAL
FROM STA. 77+20 TO STA. 83+75-SRYIDY3C- RT BY13 STATION 8 98„ 00 3 LEFT
FROM STA.70+50 TO STA.70+95 -SRYIA- LT BM13 RR SPIKE SET IN PAVEMENT d13
DETAIL 11-3
SPECIAL BASE DITCH
( Not to Scale)
Natural Front
Ground 3• �' e< Ditch
I D fC\O� Slope
LBj Min. D=2.0 Ft.
B = 3.0 Ft.
CL 'B' RIP RAP
x\ j I I EST 3 TONS 0 js/
j wo EST 10 SY GF
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57 z PUE �+a
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CONNOR, ET UX +21.00
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DB 2595 PG 934
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DETAIL 11-4
SPECIAL DITCH GRADING
( Not to Scale)
SP� *�gRrge�F DP�\Pg\ SP
*SEE CROSS SECTIONS Min. D=1.0 Ft.
DB 1871 PG 170 IITV,♦, 'VJ v IV JIP, IV7TVV -11- LI
FROM STA. 71 + 00 TO STA. 76 + 50 -SRYI DY3C- RT FROM STA. 105 + 00 TO STA. 112 + 00 -L- RT
413 ELEVATION = 24.37 a FROM STA. 113+50 TO STA. 118+00 -L- RT
N 450888 E 2607588 0 16g°66
3 ,,91,1,
FOR —LLT — PROFILE SEE SHEETS 41 & 42
FOR —LRT — PROFILE SEE SHEETS 41 & 42
FOR —Y5— PROFILE SEE SHEET 76
FOR —SRYI A— PROFILE SEE SHEET 80
FOR—SRYIDY3C— PROFILE SEE SHEETS 86 & 87

Submittal February 6, 2024
DETAIL 12-1
SPECIAL BASE DITCH
( Not to Scale)
Natural O't Front
Ground 3• �' ;e< Ditch
Slope
LBJ Min. D=1.5 Ft.
B=2.0 Ft.
DETAIL 12-2
SPECIAL BASE DITCH
( Not to Scale)
Natural O't Front
Ground Ditch
D Slope
LBJ Min. D=1.5 Ft.
B - 3.0 Ft.
DETAIL 12-3
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 3 ,�.� Ground
D
Min. D=1.5 Ft. B
B = 3.0 Ft.
DETAIL 12-4
SPECIAL DITCH GRADING
( Not to Scale)
I 1
SPA R/qDP���* SP
*SEE CROSS SECTIONS Min. D=1.0 Ft.
I I I FROM STA. 90 + 20 TO STA. 94 + 43 -SRYI DY3C- RT FROM STA. 118 + 00 TO STA. 131 + 00 -L- RI
FROM STA. 120 + 00 TO STA. 131 + 00 -L- LT FROM STA. 94 + 43 TO STA. 96 + 65 -SRYI DY3C- RT
FROM STA. 83 + 75 TO STA. 85 + 53 -SRYI DY3C- RT
FROM STA. 85 + 53 TO STA. 90 + 20 -SRYI DY3C- RT
PROJECT REFERENCE NO. SHEET NO.
R -5777C 12
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
rr
•
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SPEC 2' BASE DITCH • D
SEE DETAIL 12-1 - •
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120.00' F � QVE 122.00' ^�
+71.00 ELLIGAN WARD
138.00' DB 487 PG 261 CL 'B' RIP RAP +94.00 DENEISHIA S.
17'
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EST 3 TONS EST 7 SY GF Q�E SEE DETAIL 12-2 DB 3100 PG 62
F EST 11 SY GF ZI•I�I
PUE PUE PUE PUE PUE
3 „�Z,81.1� S
DRAWDOWN STRUCTURE W/TRASH RACK +99.00
�+36.00SEE DETAIL SHEETS 2D-1 AND 2D-2 181.00'
179.00'DETAILS 1 AND 2
c�
59 63 69 71
0
JAY HUGH
WATSON, JR. ET
UX
UNITED STATES OF
(CROATAN NATIONAL
AMERICA
FOREST)
ANTHONY
DB
L. GRIST, ET UX
3395 PG 4
BEULAH MAE
DB 1504 PG
WARD
224
ANTHONY
DB
L. GRIST, ET UX
3395 PG I
DB
991 PG 916
DB 336 PG 61
,68.911
3 „91,VS.6Z S
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PAVEMENT REMOVAL
FOR -LLT - PROFILE SEE SHEETS 42 & 43
FOR -LRT - PROFILE SEE SHEETS 42 & 43
FOR -SRYI DY3C - PROFILE SEE SHEETS 87

Submittal February 6, 2024
C
Q
I
�n
L
I
LD
PROJECT REFERENCE NO.
SHEET NO.
R —5777C
13
DETAIL 13-1
DETAIL 13-2 DETAIL 13-3 DETAIL 13-4
DETAIL 13-5
DETAIL 13-6
ROADWAY DESIGN
HYDRAULICS
SPECIAL BASE DITCH
CULVERT INLET BANK STABILIZATION CULVERT OUTLET CHANNEL SPECIAL BASE DITCH
SPECIAL 'V' DITCH
SPECIAL DITCH GRADING
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2
DETAIL 13-7
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Submittal February 6, 2024
C
Q
I
n
L
I
LD
PROJECT REFERENCE
NO.
SHEET NO.
R —5777C
14
DETAIL 14-1
DETAIL 14-2
DETAIL 14-3 DETAIL 14-4
ROADWAY DESIGN
HYDRAULICS
SPECIAL 'V' DITCH
SPECIAL BASE DITCH
STANDARD BASE DITCH SPECIAL DITCH GRADING
ENGINEER
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FOR —SRYI DY3C — PROFILE
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Submittal February 6, 2024
DETAIL 15-1
SPECIAL BASE DITCH
( Not to Scale)
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DETAIL 15-2
SPECIAL BASE DITCH
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PROJECT REFERENCE NO. SHEET NO.
R -5777C 15
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
NORTH CAROLINA RAILROAD COMPANY
DB 68 PG 312
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Submittal February 6, 2024
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u, qa �'_ _ ` IB'SZ PROJECT REFERENCE NO. SHEET NO.
3.60.95.LZ 9 3 s F
m ^ LONNIE ALSTON, JR. R-5777C 16
i- JANNIE ROBERSON
IIS tr N` �M/a Ol d13 •£ ' .LL'£L JAMES s THE OBI FAMILY WILLIAM T. WIL __IIAM THOMAS ,,IJONATHAN H o DAVID LONNIE ALSTON, JR. DB 1767 PG 824 ROADWAY DESIGN HYDRAULICS
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'v +n MIN > '_ir _ 18 P- ., N 4t� a lO �
+5 00? `Y3RPC_ 65 HW c ?5� BABNOStlWS / C
"V� I 63 CB �� \ Y 1 S„ ��> ��> 629 �_ �r } 1\ I
C / R + S D TCH f -> M
z FLORETHA W. BUGG a \ S ~ TYP' =' �® `° \ \\ ea > ' �' C) N LLI
DB 1230 PG 775 e _LU
MB 3 PG 121 6+ SHADE RAY S \ = o o v 'v µ,,, \ 64 CO' CL 'B'RIP E D
WHITEHEAD, ET UX "&e 2S F 63 -\ �Zyc EST •, - 4 / - rL4' DE 4� + ' 57.00' >
1
DB 1129 PG 126 � O CL 'B' RIF RAP T 7 G P ONSE/F.�ETA ¢(' H• +15.05 > - (n U) (n
L 'I' RIP RAP ��5yy J±y \\
z MB 3 PG 121 Ih FcT� * +If 'if' `v' 60.00' -� 1
T 0 TONS EST 7 SY GF ■ I 71.07' HW DUE DUE _
� E 50 SY GF jNpO ■ � � � � RY3 � C CL 'B' R .RAP DUE
38.00 PUE 65 _ ' R + 7.3 f R N ```` 5
ns.00, m � isd 166 � + DUE
\ _ � � � EST 2 T Ns DUE�� N
B' UE'�- EST 7 : GF +oz.76 +ta.00 DUES C
F OR ;8'29'E CA ST C' N f� b \ \ -� +71110 98.00 98.00 CL'B'RIP RAP DUE
pUE dl +5 5 32' LENGTH=20 LF,SLOPE=2.5% CHANNED 7' + 1. \ u� a.18+2 .8$, (' / DUE \+ 98.00' SPEC 3'BASE DITCH PT Sta.22+02.78 EST2 TONS SY G"..iii="..ii"".�DUE�
SEE DETAIL 16-3 EST 7 F ......
NCDOT •p4• +15.42 CSCt0. 29+$L44 DETAIL 1 . �(� P 1 \
9•E p 1 8.83' S 9' E \ D /iP - �, 7 4 - e � / + \ 409 ELEVATION 26.61
DB 2422 S 32�3�1f' UE EC LAT \V' Dfk H �B >/ OVE + 4.
PC 134 - LENTGH=17 LF, SLOPE=0.3% PU - 02 ° SP C 'V' DITCH \ b 99.00' + N 458763 E 2603948
PUE EST 10 CY DOE PUE- SEE DETdIL 16-1
�B•R/w EIP SEE rnu16- m P � tt'r RAP �' BL STATION 169.96.00 58 LEFT
135.75 E � 51.50'4rE PUE SEE DETAIL 16-$UE� PCC StO: 608 \ b 0 EST 15 NS UE. DRAW WN STRUCTURE WD 20- RACK \
2°38'29' N / D \x-SRY3DY4C- PT Sta.24++5A5 BM9 RR SPIKE IN BASE OF 22' PINE
S ; 12•Iq' _ _ - p CL '2 RIP p k EST 30 5 GF SEED IL SHEETS 2D-1 AND 20.2 \ _ _ -
9• +16.00 EST 2 TO S 2 / DETAILS AND 2 k -
+09.00 7TJ0' 6' w p TONS \ / � 1.06 I - _.......................................:
112. D0'-Y3RAB- P StO.Il+S E SY T \ q EST 7 SY G . )0' 7 / VE �X a• .4
94.00' ,p6.011 532'38'29' zz........z.........z:.......::..... r, N \ '� �sy. / x' O + \kiN WOODS -._.
3.6Z-8£.Z£ S •9z'B 410 ELEVATION 28. 76 < 1 \ _ Q $ \\p'( P �' \
- 3 91,p5.95 N 457121 E 2604464 ® \X>/
3 .9Vbb.9S N Ol MN;=•I �Q ' �' O 7 QV� \\ FILL E G DITCH
BY8 STATION 26. 19. 00 6 RIGHT - 1 3s.00'� T�ELE 26.5
BM10 FILED 'X' IN BONNET BOLT OF FIRE HYDRANT 1- I g / 9300 x�
. +aa.00
MARY HUMPHREY SLADE :' ^ s;,+ ; P 57.00' & \\\ \y sNlna- .
< zz....zzzz....zzzz zzzzzzzzzzzzzzzzzzzzz - A - \ \ O �- M J $ ❑ k
DB 1054 PG 260 \ \ o `•Yf \ . ..�
+44.00 MB 3 PG 121 z N f` m� D 4, V \ o, ? \� \
45.00' & NCDOT �, 0 \\ \\ y\ X
b R w 5 o v \
95 00' DBG gRo28 �n •( Yo N
I AlF SHEILA B. RICHARD SHEILA B. RICHARD `Ly P3 PG8121 '^ II 148 4g'4 A \\ 7. �/ \\ \ `�
DB 1734 PG 489 DB 1734 PG 489 (I "I Q �� / Q\%
PC H PG 71G PC H PG 71G MC
MB 3 PG 121 MB 3 PG @I WILLIAM CLINTON
�t\Q h PETIFER, ET UX NCDOT
Q M 3 PG 439 DB 2238 N E \ N / J1 SPEC 'V' DITCH \ Y, `\ $
XCO ob. \ q� MB 3 PG 121 G!� \ Q '" e�\
GJ /\ � � \ I PG 43. \\ E DETAIL 16-1 I \ •' /%/ �� / I � \+y �./
e 7 z Sta. 12*22.82
A` - \ 5 c 3 .LO. � 6.14' I X .�. 11 S �.
C \ --5-54.38'36' w Z`'0 \a \ r\ /QJ�-SRYlDY3C- POT Sta. 150 h A5
\ "• R / = M/8 p1 `-SRY3DY4C- PIT Sti./0+00-9/
- \ m +27.65 o04 -Y3- POT Sta.21+50.40 �" \\ ✓ \ \ G
45.00' i vtl•L� 02 \ 61$ NCDOT DB 629 PG 614 \ \
•°GF \ p >/ Irv/3Ci/ 48.0 ' i \ 1 08 NCDOT DB 856 PG 10
C. ,SRY o 12I \ MB 3 PG 121
� zz
R
+68.00+ �\ \
F
576.00
SPEC 'V' DITCH 8000, \
98.00' & 98.00' &
119.00, 119.0( A&
PVC .\\
SEE DETAIL 16-1Ln
PUE \ +5.73' PSta.146+27.65 <w\ \\ �+
\ �- _ PROP GRAVEL
pUE _ - +90.00 PVE DRIVE (1YPJ z \ ROLAND +9s.00 -
BRAXTON, 65.00 96.00' & FLORETHA W. BUGG
BARBARA ANN ET AL 96.00' 8 117.00' pU - PUE MB DB 133PC121 775UP RICHARD MATTHEWS 47.00STANC' TT1 \\ �' t0. 24+/9�/
DB 1538 PG 241 117.00' E
BARB L, ET N MB 3 PG 121 PUE PU DB 763 PG 14B gp£L \\
DB 1579 PG 428 PUE PUE- +54.00 S oVE 02 \\ +y \
MB 3 PG 121 PUE +44.00 90.00' & \W
+71.00 +80.00 9o.DO, & 110.00, 15'llb� b a 2 - p2 \ \ SPEC 'V' DIT H 4•+ \
95.0a, & 110.00, -2.££ q YYY
115.00' j15 00'& 4 a SEE DE1rAAL116 1 N I - 1 \ \ \ SEE DETAIL 16 + \
+57.00 SPEC 2' BASE DITCH - m .
�15 00'& SEE DETAIL 16-2
95 0o a SAMUEL oVE \I C
115.00, Z.- GRIFFIN, o .( 3 )
m HEIRS s Z 12 ASH E 3
DB 893$ \ r E
ELSIE L. NOLAN, ET VIR PG 4680
120 11£1
DB 1862 PG 446 �N/a
E P
3 .BD�ZA� GN`WY 3_ S
C
Y -
rU �
�• / \ LLZ f
\\ 6 -Y3-
22 FISHER AVE.
12 10
299 303
387 391
-L-
-L-
US 70
10
US 70
16
12
-Y3-
18
26
FISHER AVE.
30
EST. 2019 /2045 TRAFFIC VOLUMES
►������������4PAVEMENT REMOV
FOR -LLT- PROF/LE SEE SHEETS 46,47,& 48 -Y3- (FISHER AVENUE) / -L-
FOR -LRT- PROF/LE SEE SHEETS 46,47.& 48
FOR -Y3- PROF/LE SEE SHEET 66
FOR-Y3RAB- PROFILE SEE SHEET 66
FOR-Y3RPA- PROFILE SEE SHEET 67 TIP No.: COUNTY:
FOR -Y3RPB- PROFILE SEE SHEET 66 GRAPHIC SCALE R-5777C CRAVEN
FOR-Y3RPC- PROFILE SEE SHEET 69 DESIGNED BY: DATE:
FOR-Y3RPD- PROFILE SEE SHEET 70 50 5 0 10 100 BB 3131123
FOR-SRYIDY3C- PROFILE SEE SHEET 89 1
FOR-SRY3DY4C- PROFILE SEE SHEET 90 11111 10 CHECKED BY: ACA DATE: 3/3I/23
PLANS

Submittal February 6, 2024
DETAIL 17-1
SPECIAL 'V' DITCH
( Not to Scale)
Front
of Ditch
Natural p'1 \gt Slope
Ground ? j D F\a\
Min. D=1.5 Ft.
m
CO
H
y v
H�
FROM STA. 25+80 TO STA. 31+50-SRY4B- LT FROM STA. 199+00 TO STA. 202+94 -L- LT FROM STA. 27+50 TO STA. 30+30-SRY3DY4C- RT
FROM STA. 20+00 TO STA. 25+70-SRY4B- RT FROM STA. 203+50 TO STA. 207+50 -L- LT
FROM STA. 38+00 TO STA. 40+50-SRY3DY4C- RT
II
W END' FESZYRFACING ONLY y
W m m m Cal
BEGIN CONSTRUCTION
co SRY4B- STA. 22+17.00
O EXISTING NCRR R/W
O
+ -
0
cV ���- _ _ - PT Sta. 22+94.66 y
C NG pN NMON�Nn „g \
_ o NMON
o �N� „8 F V)
-W_ _ A t CULVERT OUTLET -,
+99.53 BANK STABILIZATION
W/CL 'I' RI RA
DETAIL 17-4
CULVERT OUTLET BANK STABILIZATION
( Not to Scale)
Natura�- __ Natural
c(�r�ounda Fkis 8p'� \ ground
egNK Et SSTuck Geotextile
Key Riprap into �� a Minimum of 1ft
Channel Bottom (Typ)
Place Geotextile Under
(Typ) CHANNEL BED Riprap in Locations
(Variable) Directed by Engineer
Length=30 Ft. *Rip -Rap to be Installed to 2ftOutside Top
d = 3.0 Ft. of Ditch Slopes on Jurisdictional Streams
Est.=28 Tons of Class 'I' Rip Rap, keyed -In, Est. 46 SY Geotextile
STA. 25 + 78 -S RY4 B- LT
DETAIL 17-6
CULVERT OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground 3 D 15A � Ground
Tuck Geotextile
Geotextile B a Minimum of 1ft
(TYP)
Key In Rip -Rap per Std. Dwg. 876.01 Min. D=3.OFt.
Type of Liner= Class 'I' Rip -Rap B=5.OFt.
Est. 60 Tons, Est. 105 SY Geotextile
Est.52 CY DDE
STA. 203 + 00 -L- LT
DETAIL 17-5
CULVERT INLET BANK STABILIZATION
( Not to Scale)
Nroun� FXisT ?� - motiatund
� e" \
agHk e+SSA L Tuck Geotextile
Key Riprap into �� a Minimum of 1ft
Channel Bottom (Typ)
Place Geotextile Under
(Typ) CHANNEL BED Riprap in Locations
(Variable) Directed by Engineer
Length=30 Ft. *Rip -Rap to be Installed to 2ftOutside Top
d=3.0 Ft. of Ditch Slopeson Jurisdictional Streams
Est. =20 Tons of Class 'I' Rip Rap, keyed -In, Est. 33 SY Geotextile
25 + 75-SRY4B- RT
DETAIL 17-7
CULVERT INLET CHANNEL
( Not to Scale)
Natural Natural
Ground 31 D 5% \ Ground
Tuck Geotextile
Geotextile B a Minimum of 1ft
(T\'P)
Key -In Rip -Rap per Std. Dwg. 876.01 Min. D=2.OFt.
Type of Liner= Class 'I' Rip -Rap B=4.OFt.
Est. 80 Tons, Est. 170 SY Geotextile
Est.45 CY DDE
FROM STA. 30 + 30 TO STA. 30 + 95-SRY3DY4C- RT
DETAIL 17-8
SPECIAL DITCH GRADING
( Not to Scale)
j � I
.. c. x EX RNV P P WOODS SP �qR/ D \P�'� SIP / EX RW & 33.00'
� \ \ SEE DETAIL 17-4 MICHAEL D. HARDISON, ET UX �e�F .IP+65.32
DB 2069 PG 973 +65. u+
*SEE CROSS SECTIONS Min. D=1.0 Ft.
CY)\ \ \ \ \ \ \ y 68 .00 N FROM STA. 199+00 TO STA. 203+00 -L- RT 30
N N FROM STA. 207+50 TO STA. 212+00 -L- LT MICHAEL D.
c
+ 05.80 m m + 95.00 m m FROM STA. 204 + 00 TO STA. 212 + 00 -L- RT
\ \ � � \ \ \ \� RSV 68.00 HARDISON, ET UX
26
w \ \ M DB 1410 PG 1090
NC DEPT. OF TRANSPORTATION N o �C
(NO RECORDS FOUND) \ \�
\ \ \ \ N B GIN CONST RUCT IO
N Uj
\ \ m Ca- /0 - ST A. /0 +00.00 5
SPEC 'V DITCH \ , U� r
CL_
SEE DETAIL 17-1 +74.1 \� \ v \ F SPEC 'V' DITCH
WOODS F \ +86.32 ti \ +5 .42 SEE DETAIL 17-1 81 cj
EX RM/ FxsT�G R/W \ EX RNd RE E \ + 77.30 PC Sta. 29+77.08 w w � 1
R 6 MON ^ ^ \ \ \ \ EX RNV 0jSI
9\
I29.4I' q 3 CULVERT OUTLET CHANNEL c\
W/CL 'I' RIP RAP (BANKS ONLY) CULVERT INL C /Y \\ \ \ i REM \1 1
A SLOPE =0.30% BANK STABILIZATIO °e /p�_ `S�g ��\ \�
EXIS7�ING SEE DETAIL 17-6 W/CL 'I' RIP P " � g2 n_ ON \ \ � � • i / n 9'
R/W SEE DETAI 7-5 +61.00 C \ EX 1 _ \ \O° /NC "� S 54 37,�0.1 W
+25.89 c,
182.37' -Y10- POT Sta. 1/+40.80 =
SPEC 2' BASE DITCH O
SEE DETAIL 17-2 WOODS \ \ \ \ Rz -SRY4 - FOC ta.32+29. zl
71.00 _ PROP i
CL 'B' RIP RAP +90.59 E \ \ \ Fk�sr Raw SEE DETAIL 17 12 LL
- SPEC 'V' DITCH � � \ � \ �Nc GRAVEL x
-°� Al_ EST 2 TONS 166.94' N SEE DETAIL 17-1 +62.61 \ o \ \ DRIVE i i
1 - _ EST 7 SY GF EX � ` \ \ ° \) + 21.28
O N \' EX RAW +68.71 W
TO EXTG
DITCH 0 40.44'
_ =- _ Al C �~ SPEC 2' BASE DITCH CL 'B' RIP RAP +02.00
�hQ�
Rf_ _ ° AV
SEE DETAIL 17-2 EST 2 TONS 136.UU' o RE -
�� o \ WILDLIFE CROSSING EST 7 SY GF A \ \o \� 8\ 8.31'
O GRADE TO ENTRANCE
N � 1 0 .ELBOWS CAT-
W C)I 1 =L_ - C_ -
J o ��� 1- - - f4 . 9 - - 0 � *98.00
N N f94 261- GREU P DITCH
GRADING r
CLij
)
C --_- w
CL 'B' RIP RAP +22.06/
EST 3 TONS 60.00'
UE EST 10 SY GF
DUE
DUE
PC Sta. 29+22,O6_,----
7�---------- SPEC 3' BASE DITCH _
SEE DETAIL 17-3
DETAIL 17-9
TOE PROTECTION IN WETLAND AREAS
( Not to Scale)
,het
Natural Ground/ \ o\S\0
Wetland Area d*
d
d = 1.0 Ft.
Geotextile
Type of Liner= CL 'B' Rip -Rap
FROM STA. 31 +16 TO STA. 31 + 5 3 -SRY3DY4C- RT
qy�
-TL3
f78.79 --oj Al- DETAIL 17
?0`
PROJECT REFERENCE NO. SHEET NO.
R -5777C 17
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Buifuup Beatty StN v
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
POT Sta.8+15.26
,96°6�1
3 ,,9b,LO.9Z S
32
ROBERT D. FISHER
DB 957 PG 309
MB 5 PG 88
3 OZ,LO.
�.+93.15
vEX
W
(
�t
I `�I
•F
Snqjsi
Sta. �.
•
6" CURB
'1`�
• ' ' ' ' ,
u
IL
-ILDLIFE ..yam
�- ��- • �� �� � ' 1 It'iii11��1-1 �71 -1�:
IIIIIIIIIIIIIIIIIN
ES
AWA
In
y �
• • Rom' �; t • r• WJ=
. - ,,•• ce/
G A WOODS IS" 00' - YID 2G1 - -ss-
SEE-DETAIL R
N 2G1 170 Exls - - - - ^" - - --_SRY3DY4C- +46 - - -
-r N N ,On* O6� nNc ,W - -1 -1 - - - 25.W - - _ GI-D
7,3" -o° Al-
0 0 o D-4, DETAIL 11
18" RCP-11 I o o o PROP. SBG (.,-
<o �------_
o GREU _ - _ = = 1 _ V
_
lCC 170 TL-2)� O PROP GUAq/ 8:l
TYPE 0 ®,M + 90.81
� __ --1 i` '� 50.00' AT I +15.9I co \
G R/W
1706 1709 �, _
+ 4 .5 + 11.IV)65 00
_ 50.00' N/ WOODS - _EX
+39.00 T � I DAYLIGH I DUE D UE DUE DUE
CL 'B'RIP RAP +01.00 +18.52
�• � 80.00' A E DUE EST 2 TONS PRC Sta. 34+46.5/ +32.00 � EX R/VV
DU \� 7F /` /` PRC Sta° 31 +90. EST 7 SY GF 62.00' CH
+91.00 I SEE DETA�ILMa�-11
103.0+ & 110.00' +01.00 /` /` 7F 7F '� +75.00 CL 'B' RIP RAP SPEC 2' BASE DITCH-EL-151+78.06 G
\ 73.00' & 84.00' EST 2 TONS SEE DETAIL 17-10 65.66' +31.0
103.00' & 110.00' m EST 7 SY GF - / EX RW I T D
CULVERT INLET CHANNEL WILDLIFE CROSSING rr� -Y9- POT Sto.10+0/.00
W/CL 'I' RIP RAP (BANKS ONLY) \ DE O NT�gNC/E TOE PROTECTION-SRY3DY4C- FOC Sta. 37+65.05 +9 . 11
SLOPE=0.25% +56.00\7F 7F /I� I + . 0' (FILL SLOPE ONLY) 2 n 11. 2'. 11 11 1 42'
SEE DETAIL 17-7 105.00' CL 'B' RIP RAP
EST 2 TONS 408 ELEVATION = 27.82 TIE FROM 131
EST 5 SY GF UNITED STATES OF AMERICA N 460080 E 2603545 EXTG DITCH
SEE DETAIL 17-9 (CROATAN NATIONAL FOREST) BL STATION 156+29.00 103 LEFT END CONSTRUCTION
DB 336 PG I6 BM8 RR SPIKE IN BASE OF 31" PINE -Y9- STA. /0+85.83 11 w
. 1
DETAIL 17-10 FAV MENT REMOVAL
SPECIAL BASE DITCH
( Not to Scale)
Natural 01 Front
Ground Ditch
D Slope
Min. D=1.5 Ft.
B=2.0 Ft.
STA. 32+00 TO STA. 37+30-SRY3DY4C- R1
FOR -LLT - PROFILE SEE SHEETS 48 & 49
FOR -LRT - PROFILE SEE SHEETS 48 & 49
FOR -Y9 - PROFILE SEE SHEET 77
FOR -YIO- PROFILE SEE SHEET 77
FOR-SRY3DY4C- PROFILE SEE SHEETS 90 & 91
FOR -SRY4B - PROFILE SEE SHEET 97
(Not to Jcale)
Front
of Ditch
Natural IN, \\et Slope
Ground
1 Min. D=1.0 Ft.
FROM STA. 31+50 TO STA. 31+92-SRY4B- U
FROM STA. 10 + 34 TO STA. 11 + 00 -Y9- RT
FROM STA. 10 + 50 TO STA. 11 + 00 -Y10- RT
WIN
FAN
VIM
1 • .
Rw SPEC 2' BASE DITCH
• , i :...
•W 11 11 •
• . • 1 1�
i 1 1 • 1
I. •.•
WOODS
Sta. +81.42}
2N

Submittal February 6, 2024
DETAIL 18-1
SPECIAL BASE DITCH
( Not to Scale)
Natural O� Front
Ground I? Al \e< Ditch
D F\o\ Slope
Min. D=1.5 Ft.
B = 2.0 Ft.
DETAIL 18-2
SPECIAL 'V' DITCH
( Not to Scale)
Front
o� Ditch
Natural bl% het Slope
Ground 3 j D F\�
Min. D=1.5 Ft.
I I FROM STA. 48+57 TO STA. 51+50-SRY3DY4C- RT
FROM STA. 34 + 55 TO STA. 42 + 62-SRY4B- LT
FROM STA. 42 + 75 TO STA. 43 + 90-SRY4B- LT
FROM STA. 40 + 50 TO STA. 48 + 45 -SRY3 DY4C- RT
DETAIL 18-6
STANDARD BASE DITCH
( Not to Scale)
DETAIL 18-3
PIPE INLET CHANNEL
( Not to Scale)
Natural Natural
Ground d 3•� D n�1 Ground
Min. D=2.0 Ft.
LBJ Max. d = 3.0 Ft.
B = 3.0 Ft.
Length = 40Ft.
Type of Liner=75 SY COIR FIBER MAT
Est.35 CY DDE
STA.48+55-SRY3DY4C- RT
DETAIL 18-4
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground n� Ground
3'I D
L Tuck Geotextile
Geotextile B a Minimum of lft
(TYP)
Key -In Rip -Rap per Std. Dwg. 876.01 Min. D=3.OFt.
Type of Liner= Class 'I' Rip -Rap B=4.OFt.
Est. 25 Tons, Est. 43 SY Geotextile
,L6°11
„OZ,L0.9Z $ Natural Natural
RIVERDALE UNITED I Ground 3Z D �.� Ground
METHODIST CHURCH
I 1\ , , DB 1025 PG 99 "B
z S DB 559 PG 331 Min. D=3.0 Ft. B=2.0 Ft.
J
6 34 FROM STA. 43 + 90 TO STA. 45 + 00-SRY4B- LT
O N
M ^-' z RICHARD T. BOYD
0 36 Q, DB 1535 PG 493
N PC G PG 17G
HOdnHD KENNETH R. BOYD JR.
U)o M 34 119SI DB 3526 PG 328 m 38
- O
`1(.000 Rh ERDALE UNITED
C AIL ME HODIST CHURCH I-n
B 3121 PG 867 C/)
�rnm w C1\I
mmm N Ob°0�1 0� v
to
C:) = D3 NOD 1' �L ,bb,6S.81 S 0) o
� ��oz,
32 L6°II
�x Lo•9z S
W
Ise I Ise SnedS1 &S _ i �\ YO �\
Xo I 'B' RIPMRAP I os 6�1 3�Od
\ SPEC 2' �E IT6
• O DV-ij DETAIL 18-1SLT 2 TOS o CL RAP
PT SfO, 37+1/.62 EST 3 TONS
/nST 7 SY GF C)1 w 0 �i EST 10 SY GF
+65.00
0"5.0& o
00' PRO ASPHLT54.CL B RIP RAP 7
DR E (TY
\/ I
\II 9� b6+Sbl-�3- I I
6, EST 2 TONS Now M/d a. I I , PROP GRAVEL o/I+81.0(
N E T 7 SY GF +11.62 Crw ► I �� irfi ,
1813 E~ I I - �5
1816 --- /
C 181 1 1 ► I C -_
1814 - - - - o
O 1 �XA S 18" 18o a;o lie ; --- - ---- -
4 EXISTING R/ /
�M�/� N 1 - „ y %I9 d13 EXISTING R/Wllw R/W + 0N69 - ° ° EIP °-
L.LJ n 1-
V - - - - -
M W -
�QW o �/Lull
00
U) F-5, SEE DETAIL SHEET
_ - -68
Ad .21 2 M I- - - - - 2n- .eeDETArL u - - ;_ _ _ _ mil 180 _
Al- i- - - - oJ Ai- 0j l- - -
2G1-D o N S SEE DETAIL
C o _ SHEET 2D-4
Z p N
�' `CIL-I US 70 EB
6_ : 52
�7�!!•' :�S�:G�1�1�1�1�1�■1�1�1�� ���1��1�1�11
SWAY
t�
48.00'
\ 35.00.1 tG. 43+46.3/ 45.00 &
,
+ & 57.51' e9 59.00' -Y7- POT Sta. 10+0. 0 = 50
s\ -SR 3DY - POT S1 44+47 3/
\\ C 'B' RIP P Sr7j ° o-00/ o!�Y- +63.0
ES DNFiCDNSEX RW
\ ES 7 SY GP#
\ DNOD
O� \\
SPEC L2`-BASE DITCH86 L91
\DNOD 3 ,S1,0S.6b
\ SEE DETAIL 18-1-
\
END CONSTRUCTION
j 2 -Y7 - STA. /0 *98.00
\
\
\ JARVIS FRANKLIN
\\\ HARRIS, ET UX
DB 866 PG 401
V \
3 \
UNITED STATES OF AMERI \\
CROATA�NATIO L FORES ) \
\
D 36 PG \
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FOR -SRY4B - PROFILE SEE SHEETS 97 & 98

Submittal February 6, 2024
DETAIL 19-1
SPECIAL Y DITCH
( Not to Scale)
Min. D=1.5 Ft.
DETAIL 19-2
SPECIAL BASE DITCH
( Not to Scale)
Min. D=1.5 Ft.
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DETAIL 19-3
SPECIAL BASE DITCH
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DETAIL 19-4
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FOR -SRY4B - PROFILE SEE SHEET 98

Submittal February 6, 2024
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DETAIL 20-2
SPECIAL 'V' DITCH
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Front
of Ditch
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FROM STA. 56+60 TO STA. 57+85 -SRY4B- LT
FROM STA. 67+30 TO STA. 68+16 -SRY4B- RT FROM STA. 63+70 TO STA. 66+25-SRY3DY4C- RT
FROM STA. 62+50 TO STA. 63+58-SRY3DY4C- RT FROM STA. 70+90 TO STA. 71+56-SRY3DY4C- RT
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DETAIL 20-3
PIPE INLET CHANNEL
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D Est 30 CY DE B=2.0 - 3.OFt.
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SEE DETAIL 20-8 /
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d = 2.0 Ft. of Ditch Slopes on Jurisdictional Streams
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68+20 -SRY4B- RT
DETAIL 20-6
PIPE OUTLET CHANNEL STABILIZATION
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DETAIL 20-7
SPECIAL DITCH GRADING
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DETAIL 20-8
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DETAIL 20-9
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i
PROJECT REFERENCE NO. SHEET NO.
R -5777C 20
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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DO NOT USE FOR CONSTRUCTION
Rulfuur Beatty StN T
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -LLT- PROFILE SEE SHEETS 50 & 51
FOR -LRT - PROFILE SEE SHEETS 50 & 51
FOR-Y4RPB- PROFILE SEE SHEET 73
FOR-Y4RPC- PROFILE SEE SHEET 74
FOR-SRY3DY4C- PROFILE SEE SHEETS 91 & 92
FOR -SRY4B - PROFILE SEE SHEETS 98 & 99

Submittal February 6, 2024
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FOR-Y4RPC- PROFILE SEE SHEET 74
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DETAIL 21-2 DETAIL 21-3 D.1,
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PLANS ACA
3/3//23

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SPECIAL 'V' DITCH
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
DETAIL 23-1 DETAIL 23-2 DETAIL 23-3
R-5777C
23
SPECIAL BASE DITCH SPECIAL DITCH GRADING PIPE OUTLET BANK STABILIZATION
ROADWAY DESIGN
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Ground 3 31 Ground
L Tuck Geotextile
j D
Geotextile B a Minimum of lft
(TYP)
Key -In Rip -Rap per Std. Dwg. 876.01 Min. D=2.OFt.
Type of Liner= Class 'I' Rip -Rap B=3.OFt.
Est. 29 Tons, Est. 52 SY Geotextile
STA. 75 + 60-SRY4A- LT
DETAIL 25-4
SPECIAL DITCH GRADING
( Not to Scale)
1 _L I
sP� *��Rige D g\P�sP
lF J P
*SEE CROSS SECTIONS Min. D=1.0 Ft.
FROM
STA. 312 + 00
TO
STA. 313 + 50
-L- LT
FROM
STA. 312 + 00
TO
STA. 315 + 00
-L- RT
FROM
STA. 312 + 50
TO
STA. 316 + 00
-L- M
FROM
STA. 322 + 50
TO
STA. 324 + 00
-L- M
PAVEMENT REMOVAL
FOR -LLT - PROFILE SEE SHEETS 56 & 57
FOR -LRT- PROFILE SEE SHEETS 56 & 57
FOR-SRY4A- PROFILE SEE SHEETS 94 & 95
FOR-SRY4D2- PROFILE SEE SHEET /0/

Submittal February 6, 2024
O
L
n
� 3
CVO
0 0
Cv O
DETAIL 26-1
SPECIAL BASE DITCH
( Not to Scale)
Natural 1 of Front
Ground 3• " Ditch
D F�°X Slope
L_Bj Min. D =1.5 Ft.
B = 2.0 Ft.
FROM STA. 75 + 90 TO STA. 80 + 90-SRY4A- Ll
+ 83.00
63.00' &
97.00'
E
+ 06.00
50.00' & 73.00'
SPEC. 2' BASE WTCHR
SEE DETAIL 26-
DETAIL 26-2
TOE PROTECTION IN WETLAND AREAS
( Not to Scale)
°X\eg
�\
Natural Ground/ 3.1 ° S\°fie
Wetland Area C
=d
d = 1.0 Ft.
Geotextile
Type of Liner= CL 'B' Rip -Rap
DETAIL 2 6-3
SPECIAL DITCH GRADING
( Not to Scale) CL
i
sP�
*SEE CROSS SECTIONS Min. D=1.0 Ft.
FROM STA. 324 + 00 TO STA. 326 + 00 -L- LT
FROM STA. 324+00 TO STA. 336+00 -L- RT
FROM STA. 81 + 65 TO STA. 83 + 20-SRY4A- LT FROM STA. 324 + 00 TO STA. 336 + 00 -L- M
FROM STA. 330 + 00 TO STA. 336 + 00 -L- LT
CL 'B' RIP RAP
EST 2 TONS
EST 7 SY GF
dc----- ----- ------ — E ---- —
0 �� j60;j EXISTING R/� x x����AA
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20\
PROJECT REFERENCE NO. SHEET NO.
R —5777C 26
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
B2110u' Beatty St\
DOCUMENT NOT CONSIDERED FINAL
O UNLESS ALL SIGNATURES COMPLETED
\ 7F 7F 7F 7F 7�
7F 7F 7F 7F 7F �,F 7F 7F 7F 7F 7� 7p EMMA FRANCES FORD, ET AL
�\ DB 2603 PG 396
\7F 7F 7F 7F -IF �F T 7F 7F 7F 7F 7
7F 7F TOE PROTECTION
C 7FT 7F 7F 7F 7F7F 7 (FILL SLOPE ONLY)
CL 'B' RIP RAP
\ I 7F 7F 7F 7F 7F 7F 7F 7F 7F 2F 7F EST 10 TONS
+00.00 EST 20 SY GF
50.00' & 63.00' 7F7F 7` "
� SEE DETAIL 26-2
7F T 7F 7F 7F 7F 7F
CL 'B' RIP RAP R
EST 2 TONS 1�
EST 7 SY GE
7F 7F 7F 7F 7F 7F T 7F 7F 7F
C R
/ R/W MON
1r, <609 19\*-----------EL-27+96.28
\s F 1511 _ 7F Izm�--------------------------- F .-.
�GUARDRAIL v GREU (TL-3) Ln CO�� �n Q_
-SRY4A- \7F 4 C q 2-G 7F 7F 7F "Q_ Q � o- oo LLJ
V N 25° 17' 17.5" W + 6o e,M , , ' +50.OQ o
dOa abZ I 2D-4, DETAIL 1 D jQ 60
US 70-E-B-
-L-
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Co77.00' & 77.00'co Uj f '�i 7F � _i' EXTG 30" RCP " 7F
Uj
� I / � / �w�g — EIP
v! R EWP (CONNECT TO R-5777AB E TIN /w�e�� /'I` I
-CONNECT TO T. #9506 / 0.73' EIP _4
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7F
T
T 7F
N
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T T T
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.-,IF 111�1WIRI-80
•
- - - OJ ni —
N 25* 17' 17.5" W 1
SPEC DITCH GRADING
— — — nFT —
qad GRASS I
SEE DETAIL 26-3
— — — — — — — — — — — —
— — — — — — — — — — —M— — — — — — M— — — — —
— — — — — — EXISTING R/W
-
--------OJni-- -�- �HO„C
U—5713/R—5777A&B I I
BY OTHERS (TYP.) 6e S
I �
NICK ARNOLD ERNEST BARTON STARK
DB 1046 PG 703 ��a -�s DB 1215 PG 227 Q
9 PC C PG 350 9
MHO „8b X =
I
/ I a
z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z zN402 ELEVAT I ON = 30.22N�' o
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�o
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T
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9
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MICHAEL GLENN HUFFMAN, ET AL
DB 2775 PG 187
PC I PG 93C
m
N 471046 E 2598366 0
BL STATION 35+01.00 72 LEFT °-
M"0266Sz BM2 RR SPIKE IN BASE OF 35" OAK
`.0 :zzzz::::zzzzz:::::zzzzx::::zzz::::::zzz lcPa
HARRY C. DUNCAN JR. S 9�0�
DB 3277 PG 574
ti
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2
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ti O
cn cv
cn
96/
rr7 8� /0
S I
- ZS°�ZZ
3 „01,8S,81 S
PAVEMENT REMOVAL
FOR —LLT— PROFILE SEE SHEETS 57 & 58
FOR —LRT — PROFILE SEE SHEETS 57 & 58
FOR—SRY4A— PROFILE SEE SHEET 95

Submittal February 6, 2024
IT
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Submittal February 6, 2024
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DETAIL 28-1
SPECIAL DITCH GRADING
( Not to Scale)
PRELIMINARY ELIMINARY I
DO NOT USE FOR CONSTR
$ FROM STA. 348 + 00 TO STA. 355 + 65 -L- LT
FROM STA. 348 + 00 TO STA. 356 + 00 -L- RT 20 J
I Balfour Beatty
DOCUMENT NOT CONSIDE
s r UNLESS ALL SIGNATURES
O N In O
< <
VERA KAYCAM GBE3,, LET AL
29
----------
POT StG.100*99.22
O CONNECT TO R 5777AB
\
_
O EXISTING R/W STR. #0636 —
-----------r--------------�—I
— ____=
—� �� _// --�
// �'�
--
—SRY4A—
/7'/705" W
FS, SEE DETAIL
SHEET 2D-4,
—DETAIL 11 — — —
CGAU CGAU
)
U—57/3/R—5777A&B
_ — — — — — — — BY OTHERS (TYPo)
FFCF CU10FF�IL
CGAU CGAU
-- -- - - — —i— — N Hol ------ -------------------------------__----
-M 6
—--------------/------------------------------ ��----------------------------- V/�,--------- —
F-S S€E-D1=WF------__—
R-5777AB
STR. #0630 DETAIL 10 — — —
T T
SPEC DITCH GRADING
EXTSTI-RG w I i i - -oJ AT::- - - - - - 0S3 DETAIL 28-1 U-57/3/R-5777A&B
�l Yq I BY OTHERS (TYPo)
I x
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II—X
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I I
I I
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I I
I I
I I
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I
I
BRICES CREEK BIBLE CHURCH
D13 2149 PG 469
PC G PG 121H
END CONSTRUCTION
ENG T l P PROJECT
—L — STA. 355 +64.22 (R—5777C) _
—L— STA. 250 +OOo00 (U—57/3/R—5777A&B)
FOR
-LLT -
PROFILE
SEE
SHEETS
58
&
59
FOR
-LRT -
PROFILE
SEE
SHEETS
58
&
59

Submittal February 6, 2024
.C' s
s �s
o�
s
WEYERHAEUSER
COMPANY
DB 370 PG 53
PC H PG 90G
s
CANDICE LEE
PLISKO
DB 3515
PG 1948
3
XCP + 00.01
57.00'
�V CO A., \
i.! Q�
+ 50.94
C 56.93'
a
SPEC 'V' DITCH
SEE DETAIL 29-3
F�SyFFT,
J
DETAIL 29-1
SPECIAL BASE DITCH
( Not to Scale)
Natural \ O Front
Ground 3• �' e< Ditch
D F\� Slope
LB
Min. D=2.0 Ft.
B = 3.0 Ft.
FROM STA. 37 + 00 TO STA. 51 + 00 -SRYI B- LT
FROM STA. 49 + 00 TO STA. 51 + 00 -SRYI B- RT
62.00'
TIE TO EXTG
DITCH
SPEC 'V-` H
SEE DETAIL 2
DETAIL 29-2
SPECIAL 'V' DITCH
( Not to Scale)
Front
o� Ditch
Natural �'� het Slope
Ground
Min. D-1.5 Ft.
FROM STA. 37 + 50 TO STA. 42 + 00 -SRYI B- RT
ECJ TARHEEL INVESTMENTS, INC.
DB 2963 PG 224
PC H PG 96F
DETAIL 29-3
SPECIAL 'V' DITCH
( Not to Scale)
Front
o� Ditch
Natural p'� �g< Slope
Ground 3 J D
Min. D=1.0 Ft.
FROM STA. 37+00 TO STA. 37+50 —SRYIB— RT
PROJECT REFERENCE NO. SHEET NO.
R —5777C 29
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
D
p PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
00
\ N
\ O
V
Rulfuur BeattyStN"
\ DOCUMENT NOT CONSIDERED FINAL
\ UNLESS ALL SIGNATURES COMPLETED
'0o,
CQRC</Nq
A
o�FR&C /CyT
C04,,,
r
� FQSF�FNT
+ 52.00
R _ _ _ 70.00'
PRC Sta. 46+53.04 +39.28 —
70.00'
7.0
SPEC 3' BASE DITCH /
SEE DETAIL 29-1
-0lipO
— — — , O /
i
-SRYIB-
�F
+ 40.00
c
� i 7
/
553.04
57.00'
/
/ C
o �
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/
46.00,
/
/
/
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SEE DETAIL 29-1
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FOR -SRYI B - PROFILE SEE SHEET 82

Submittal February 6, 2024
0
L
ILL
rc
� 3
CV-c
O 10
N 0
C9/
Wei
POT Sta. 15+70e00
+ 65.00
�5
W
END CONSTRUCTION
-DR3 - STA. l5 +60e00
PT Sta. 15+49e590000 +40
0PC Sta. I4+67e2TIE TO
EXTG. DITCH
C/
SPEC 4' BASE DITCH
SEE DETAIL 30-4 441 /
SPEC 3' BASE DITCH /
SEE DETAIL 30-5 /
/ 44
CL 'I' RIP RAP
EST 11 TONS (�
EST 22 SY GF
PT Sta. 13 +02e78 /
+ 00.00
45.0 ' 44 '� 3�011
PC Sta. 11 80e 0 I
F
91.41
PROJECT REFERENCE NO. SHEET NO.
Cyc R-5777C 30
° I o �• iq��� ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
q
+ 51.01 ps �
kq p�� 80.00' 0 s
F PRELIMINARY PLANS
NS
DO NOT USE FOR CONSTRUCTION
° ► �► ` /�/ 06
/
�sy Sl
I ' + 95.00 T,q
C 00
i i Q alfuur Ream v
+40.00 MATCHLINE (SHEET 31) StN
68.00' ' ' DOCUMENT NOT CONSIDERED FINAL
I II SPEC 2' BASE DITCH
I SEE DETAIL 30-1 UNLESS ALL SIGNATURES COMPLETED
• I I
I
I
I� I
/ C /
01 FROM STA. 12+35 TO STA. 14+00 -SRYIA- RT
/ FROM STA. 23 + 40 TO STA. 2 7 + 00 -Y1 RPA- RT
c r FROM STA. 18 + 00 TO STA. 19 + 50 -Y1- RT
SPEC 2' BASE DITCH 1� Q I 25
SEE DETAIL 30-1 V I I
I f29e59 I
-06 I
\� I
PT Sta. 25+7/e59 -05
I
+0.0 '
F FROM STA. 21 + 70 TO STA. 23 + 00 -Y1- RT FROM STA. 51 + 00 TO STA. 53 + 00 -SRYI B- LT I 03
FROM STA. 51 + 00 TO STA. 55 + 35 -S RY1 B- RT 15 'Y
CL 'B' RIP RAP 2 ELBO S I \ 02 CT li /� �C^1 -r^k IC _ I
+75.00
PS PS 60.00'
/ n
yC .� Ob
-6.00ccJ4
I
79.00'
+10.51
05 60.00'
w
PC Sta. 11 +10e51 I 04
BEGIN CONSTRUCTION 1►A o I
I +89.51 �
�l Stae L�+U.).UU
EST 7 SY GF LJI L IwI
I
S 7° 38' S9el" E
s 01
4' I
-Y PA- POT Sta. 27+72e68 =
P0
Ps
-YIRABI - POC Sta. 12+61e86, 4e00' LT
+33.2 /S--
PC Sta. 26+57e87
ti
00
60.58 001 B 0 ,
-YIRABI - FOC Sta. 12+30e91 =
( F -YIRABI - PC Stae IO+OOe00 =
-YIRABI - PT Sta. l3 +07e88
F
LU
w
-Yl - PT Sta. 20 +03e36
+ 45.00
7400'
15" RCP -I
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41.00-DR3- STAe 11+50e00 I �� 03 -
_ STA. 10 + 00 TO STA. 11 + 75 -SRYIA- LT /
0 DT Sta. 11 +20e00 I Nz� I F A. 53 + 00 TO STA. 56 + 04 -SRY1 B- LT P` / 00 U)
02 I 3 U -Yl- +80.00 +46.00 R G/ / oo -YIRABI - POC Stae 10+76e97 =
N 47° 39' 04e0' o °G 50.00 50.00 56.00 CA - F \� P
15 0 C� -Yl- PT Sta. 2/+0/e36 00
POT Sta. I0+00e00 c� 1 CA CA F - - oo ce */5.08 +
I F - - - - - - - 1 (�
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o N -Y/ - cv -
o o N STATELY PINES ROAD N 46` 09' 12.2" E N N PROP 5' CONCRET 1 B D N
MONO.ISLAND 4 15„ iicP-Ivy o N 46 09 /2.2 O
E
-Y1- P to. 12+00.00 = +22.00 200 TAPER LT.& RT. � �pp� 013 CB RoP ,,6� C&G-SRYIA- POT �
+ 00,00 = I R g�, 55.00 SPEC 2 BASE DITCH 15 W/ 2\ c$G _ P +86.04 w
Iq SEE DETAIL 30-1 2 ELBOWS 9� z
-SRYI B - P T ta. 56 +03.99 I 4 o - - W - - - - - - - - - - - - -
I Hw E C E 47„ WW FENCE E E E w -� _ C I CB J
CL 'I' RIP RAP 61 CP i C 3 +12.06 t +80.00 '4 - -� �301 CB CC Sta. Il +I1e37
15 TONS 512. M Al
ST 31 SY GF I 3016 I 63.63' ASPEC 2' BASE DITCH 55.00' 63.54' --
EST 3011 009 ^ U
SEE DETAIL 30-6 I w
TIE EXTG. _
+09.41 FCC Sta. 12+02e70 I C 4
64 00I 4' 15 RCP�i DITCH - CQ
� CI
z I � I 76..00 CL 'B' RIP RAP +37.35 3010 of PS I G
55 Q I EST 2 TONS 15 RCP- 56.25 � PS I PRC Sta. 2 + 60e99
I- EST 7 SY GF \ 00 I
I � _ \ Ol
02 -YIRABI - FOC Sta. 11+90e70, 4 00' LT I I SPEC 2 BASE DITCH
I 5' 03 16 F I +18.99 02 I SEE ETAIL 30-1
I PS II' II' PS I
FT Sta. 54+15.03 04 ECJ TARHEEL INVESTMENTS, INC. I Nz� o3 \
+15.03 I PC HgPG 96F224
, 05 55 00' \ �\
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SEE DETAIL 30-3 Nz� I w
o
-06
� vO
� I �
oz I + 1 49.16
9 l .00,
+ 40.00
5
\ 05 \
\ 06 61
\ \
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�A \ \ SPEC 2' BASE DITCH FROM STA. 11 + 75 TO STA. 13 + 80 -SRYIA- LT FROM STA. 12 + 00 TO STA. 15 + 50 -DR3- LT FROM STA. 12 +54 TO STA. 18 + 00 -Y1- RT \ \
v�40
9
S�
TIE EXTG _
DITCH
SPEC 3' BASE DITCH
W/CL 'B' RIP RAP (BACKSLOPE ONLY)
EST 90 TONS
EST 170 SY GF
SEE DETAIL 30-2
0
Y
SEE DETAIL 30-1
PC Sta. 25+97e93
\ \ (3b+97.93 \
5
\ o �
°°a \ +98.00 70.00' F \ k��C) \
63.00' o
a 0
F
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S ob `C' X % \ Gj P
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Submittal February 6, 2024
DETAIL 31-1
SPECIAL BASE DITCH
( Not to Scale)
Natural 01 Front
Ground Ditch
D Slope
LB
Min. D=1.5 Ft.
B = 2 Ft.
FROM STA. 14 + 00 TO STA. 19 + 00 -SRYIA- RT
FROM STA. 17+00 TO STA.28+55 -SRYIA- LT
FROM STA. 28+60 TO STA. 29+00 -SRYIA- LT
O--- —
+
�n
LLJ � \
O
z (1r) o �� �� + 86.00
Q 65.00'
LU
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SPEC 2' BASE DITC
SEE DETAIL 31-1 \ d \
\ o \
\
c�
0
0
i
n
0
� 3
CV �
Oro
CV 0
moo'
(ED
ECJ TARHEEL INVESTMENTS, INC.
DB 2963 PG 224
PC H PG 96F
65.00'
FRC Sta. 19+11.87
o�
\ + 42.57
o� \ 65.00'
1O
SPEC 2' BASE DITCH
SEE DETAIL 31-1
\ 16 + 14.00
\ % 73.00'
\ E
\
\
Ln
N
FCC Sta. 26 +20.22
+25.00
+ 34.00 74.00' i
75.00'
R E E
NAB 83/
� A 2077
SPEC 2' BASE DITCH
SEE DETAIL 31-1
+ 86.00
0.00,
- 20.22 /
i5.00'
+20.21
----- --� 50.
MP
PROJECT REFERENCE NO. SHEET NO.
R —5777C 31
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY RY PLANS
DO NOT USE FOR CONSTRUCTION
B llou ' Beatty su v
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�N
/ >�'A
�N C)
/
101
HW
BURY
j INVERT 1.0 �_�. o O
HW
310
s
BURY \
INVERT 1.9%
/
/
/
)0
50.W
FOR -DR3 - PROFILE SEE SHEETS 78
FOR -SRYIA- PROFILE SEE SHEETS 78 & 79
.:

Submittal February 6, 2024
I L
H�
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k_
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\ 5 \ +18.00
PS 0.00', 101.00' I _ _ /(_
\\ �� 08.00
y \ + 97.6 8 00', 101.00'
\ \ \ \ \ EX R/W \ ✓`r
+16.34 SP 'V' DITCH �\
EX RW \ \ �'\ SEE DETAIL 32-1 (�
s\
\ + 64.2 � \
\\\ \ 29.36' \
C\
d \ \ l
P
+ P 1 'ram \ \ \
M
OG� + 09.9
EX RrW b + N COM ANY, NC.
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3 00 OOr\\ �\ \
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3.0
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01 +22. 0 O 3.0\ \ \\\\\
103. \ \\ + 72.00 >91.00
i
j` p4 �F -SRY1 - \ \
w \ \ +13.28 128.00' 114.00' PIPE OUTLET CHANNEL
d W +94.0. oo \ EX R/W +09.00 N W/CL 'I' RIP RAP (BANKS ONLY
W O I- 03 POC StO. 6 - \\0 + 4.50 �; 101.00' SEE DETAIL 32-4
Ln \ \ 54.50 7.52
W \\ E
1 \ -�30.0
SSRYIDY QRy
85 00'
- 0 + 83.00 v �v oo' F + 05.93
84.00' + 90.89 D D EX RrW
15 6 I01 R 70 \� ��d BURY
48 52 250' TAPER (LT)' STA 9 D \ 20 INVERT 1.0'
po ,/ + 30.00
+ / 30 6 W - / �\ EX RNV
-Yl- _ / r
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�s o07 48.11 l� TAPE (LT)
d D
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42' 05' l7a � 500' APER (RT)
W 007 O -Yl- + 63.00
0 67.09% R C) 20 03
Z -Yl- + 02.00 'p �i- H _
70.00'
J R 85 01 55 R 35' F' TOE PROTECTIO HW C
0 w -
F w +46.00/ CL 'B' RIP RAP
l5' / l5' + 46.00' EST 15 TONS N M F fir, W
77./5
�--EST 30 SY GF ti� 00
-SRY1C- 02 '
IN +77.00 56 SEE DETAIL 32-3 P E P E P E E� \ PUE PUE
Q �' 68.00 2 o PT StG. 54 *64.27 + 02.00
' H\ -
` 25.02', 97.00' %O CT N \ \ TOE PROTECTION
� PIPE OUTLET CHANNEL /�\
U 04 QJ W/COIR FIBER MAT CL 'B' P m� CL 'B' RIP RAP
SLOPE = 0.5% EST 20 TONS \ \ EST 10 TONS
320 +24.00 SEE DETAIL 32-2 BURY INVERTS 1.0 EST 40 SY GF EST 20 SY GF
0 78.00' -Y1- +00.00 SEE DETAIL 32-3 SEE DETAIL 32-3
CL 'B' RIP 138.00' `
82000"'
EST TONS• :::__::::_:zw:_:X X:::w:XXXXXz__:X::::zX
+ ., EST 21 SY GF ELEVATION = 29. 56 425 E V BURY INVERTS 1.0'
0�� �� SPEC 'V' D H
77./5 SEE DETAIL 32-1 N 448240 E 2613472
J BY16 STATION 10+68.00 29 LEFT
/ a BM25 RR SPIKE IN BASE OF 16" PINE
+35.9 N 7
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FROM STA. 52 + 00 TO STA. 53 + 88 -SRYI C- LT
FROM STA. 53 + 91 TO STA. 54 + 90 -SRYI C- LT
FROM STA. 11 + 00 TO STA. 14 + 00 -S RYl DY3 C- LT
FROM STA. 12 + 00 TO STA. 14 + 00 -SRYI DY3C- RT
DETAIL 32-3
TOE PROTECTION
( Not to Scale)
FILL
NATURAL SLOPE
GROUND d
GEOTEXTILE
d=1.0 Ft.
Type of Liner= Class 'B' Rip -Rap
FROM STA. 38 + 50 TO STA. 39 + 62 -Yl- RT
FROM STA. 39 + 76 TO STA. 41 + 09 -Yl- RT
FROM STA. 41+24 TO STA. 42+00 -Yl- RT
PROJECT REFERENCE NO. SHEET NO.
R -5777C 32
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ENGINEER ENGINEER
PRELIMINARY PLANS
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PIPE OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground d .3•I D �•� Ground
Min. D=2.0 Ft.
LB Max. d = 4.0 Ft.
B = 3.0 Ft.
Length = 42 Ft.
Type of Liner=120 SY COIR FIBER MAT
Est. 40 CY DDE
STA. 54 + 60 -SRYI C- RT
DETAIL 32-4
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground 3 3.1 Ground
I D
Tuck Geotextile
a Minimum of lft
Geotextile g (TYP)
Min. D=3.OFt.
Length = 30 Ft. d = 4.OFt.
Type of Liner=CL 'I' Rip -Rap - Keyed -In B=5.OFt. - 11.OFt.
Est 52 Tons, Est 90 SY Geotextile Variable at Outlet
STA. 40 + 90 -Yl- LT
PAVEMENT REMOVAL
FOR -Yl- PROFILE SEE SHEETS 60 & 61
FOR-SRYIC- PROFILE SEE SHEET 84
FOR-SRYIDY3C- PROFILE SEE SHEET 84

Submittal February 6, 2024
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DB 2731 PG 485
SHADIE RAY WHITEHEAD, ET UX
DB 1129 PG 126
MB 3 PG 121
FROM
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FROM
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FROM
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JAMES VANCE BIBBS JR. ET UX DB 3492 PG 1599 PC H PG 61E
COLE B. NASON, ET UX DB 2767 PG 733 PC H PG 61E
MICHAEL ALAN FAULKNER, ET UX DB 3541 PG 219 PC H PG 61E
THEODORE F. POATSY JR. ET UX DB 3488 PG 310 PC H PG 61E
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