20200388 Ver 1_HicksRun_PCN_20200319

A
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑X Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NWP 3 or General Permit (GP) number: 4132
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑X Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑X Yes ❑ No
2.
Project Information
2a.
Name of project:
Hicks Run Road Bridge Replacement
2b. County:
Onslow
2c.
Nearest municipality / town:
Jacksonville
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
United States of America
3b.
Deed Book and Page No.
Military
3c.
Responsible Party (for LLC if
applicable):
USMC
3d.
Street address:
3e. City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑X Other, specify: USMC Base Camp Lejeune Public Works
4b.
Name:
Neal Paul
4c.
Business name
(if applicable):
Deputy Director - Public Works
4d.
Street address:
1005 Michael Rd.
4e.
City, state, zip:
Camp Lejeune, NC 28547
4f.
Telephone no.:
910-451-3228 ext. 3284
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
5b.
Business name
(if applicable):
5c.
Street address:
5d.
City, state, zip:
5e.
Telephone no.:
5f.
Fax no.:
5g.
Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
436000377695
1 b. Site coordinates (in decimal degrees):
Latitude: 34.704220 Longitude:-77.477129
1 c.
Property size:
0.8 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Southwest Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
White Oak
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is mostly roadway with forested edges. The vicinity is mostly forested with some residential and commercial development as well as Camp
Lejeune.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.06 acres
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 101 linear feet
3d. Explain the purpose of the proposed project:
The purpose of this project is to replace the currently damaged bridge on Hicks Run Road over Southwest Creek.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attachment 1.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑X No ❑ Unknown
Comments: pip Request attached
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Preston Butler, Brian Smith
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
<0.01
W2
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
<0.01
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Stabilization
Southwest Creek
PER
Corps
65
50
S2 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
50
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
No
B2
No
B3 -
No
B4 -
No
B5 -
No
B6 -
No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed crossing is on the existing alignment to minimize impacts. Wetlands within the construction area will be hand cleared (no grubbing).
Southwest Creek will be spanned by the proposed structure. Stream will be not be narrowed significantly (Stream width decreased from 66 to 55).
Riprap will be placed within the stream to protect the structure from scour due to the steep banks. See Attachment 1.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attachment 1
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
The
White Oak watershed is not subject to any NC Riparian Buffer Protection Rules
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
4
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The
project replaces existing infrastructure with limited new impervious surfaces (250 additional square feet).
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Camp Lejeune
❑ Phase II
❑X NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
El Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑X Yes
❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
A Categorical Exclusion was issued for this project.
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
El Yes
❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project replaces existing infrastructure. The new bridge will not increase traffic or lead to additional development in the area as it is located on a
military base and used for access and training purposes.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater
generated from
the proposed project, or available capacity of the subject facility.
The project will not generate wastewater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑X Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑x Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See Attachment 1. USFWS IPAC online mapper. Accessed 2/17/2020 . NCNHP Data Explorer online mapper. Accessed 2/17/2020
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noaa.gov/protection/efh/habitatmapper.html Essential Fish Habitat exists approximately 0.5 mile downstream of the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See Attachment 1. HPOWEB Map Service http://gis.ncdcr.gov/hpoweb/. National Register of Historic Places http://www.nps.gov/nr/research/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
A No -Rise Certification has been prepared.
8c. What source(s) did you use to make the floodplain determination?
Onslow County FEMA GIS floodplain mapping, North Carolina Floodplain Mapping Program http://www.nefloodmaps.com/
Neal Paul
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

)CAROLINA
EcoSYSTEMS
Attachment 1. Additional Information
Project Description
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
March 9, 2020
The site is located on Hicks Run Road over Southwest Creek in Onslow County (Figure 1).
Southwest Creek is located within the White Oak River Basin (HUC: 03020302). This project
would replace the currently impassable bridge damaged during the 2018 hurricanes and help
restore transportation routes on the base. The current wooden bridge deck was damaged and
washed just downstream, and the remaining infrastructure consists of wooden bridge piles and
abutments.
Proposed Impacts
Crossing Southwest Creek at the proposed location would result in the permanent impact of 50
linear feet (0.02 acre) of surface waters from bank stabilization at each end bent, however no loss
of waters would result. Associated with this impact, there would be <0.01 acre of temporary
surface water impact due to the bridge construction area and <0.01 acre of temporary wetland
impact due to hand clearing. These impacts can be viewed in the Hicks Run Road Impact Exhibit
(Permit Drawing Sheet 4 of 5).
Avoidance and Minimization
The proposed project would span Southwest Creek along the same alignment as the previous
structure. This will result in minimal impacts to Southwest Creek and wetland WD for the
purposes of streambank stabilization and hand clearing within wetland for construction access.
Replacing the bridge on existing location avoids impacts to wetlands WA, WB, and WC, and
limits wetland WD impacts to hand clearing.
The width of Southwest Creek is not being significantly narrowed as the existing stream contains
6 interior bents (each approximately 1'-1.5' in width) while the proposed bridge will not have
any interior bents. The proposed stream width is only narrower at the bottom of the stream for a
depth of few feet.
Sediment and Erosion Control
Sediment and erosion control measures would be implemented according to NC requirements.
Jurisdictional areas adjacent to construction areas would be clearly marked with protection
fencing or other similar method to avoid inadvertent encroachment. Copies of permits and
impact areas would be provided to the prime contractor and all subcontractors working in or near
jurisdictional areas. Land clearing would take place along with installation of erosion control
devices. Construction would be accomplished using typical equipment including excavators,
backhoes, and dump trucks. Additional equipment may be used as required.
Construction Methods

Hicks Run Road Bridge Replacement Page 2 of 2
March 9, 2020
Existing pile removal within the temporary impact area of Southwest Creek would be
accomplished by hooking onto the decking with cables and pulling it from the stream with an
excavator. The existing timber piles (5 piles per bent, 6 bents) will be removed in similar fashion
and will be cut off/broken off at the mud line. Current water depth is approximately 6 feet on
average.
The design calls for new steel piles to be driven immediately behind the original abutments and
to then build cast -in -place concrete abutments (end bents). The steep banks will be protected
using riprap as shown in the attached plans. The new superstructure will be a single span, pre-
cast concrete, hollow core slabs with no piles in the creek.
Threatened and Endangered Species
A Tier 1 search of the NC Natural Heritage Data Explorer found one record of a federally
protected species on or near the site. There is an EO (EO ID 14044) of American alligator
(Alligator mississippiensis) located within the project study area. However, species listed as
threatened due to similarity of appearance do not require Section 7 consultation with the United
States Fish and Wildlife Service. The contractor will be notified of this occurrence and visual
observation of the work area will be performed to ensure no alligators are present during
construction.
Historic Properties
There are no historic properties listed on the site. HPOWEB Map Service lists the closest historic
property approximately 0.8 mile west of the site (Site ID: ON0287).

53
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Latitude: 34.704169 / Longitude:-77.477132 17
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Project Location: Vero�aL
Onslow County, NC
N Hicks Run Road
CAROLINA Q Stud Area Onslow County, NC
ECOSYSTEMS Miles Y
0 0.25 0.5 /'USGS Mapped Stream
December 2019 Figure 1: Vicinity Map

WD
+'r
1
Southwest Creek
WB
WA
N Q Study Area Hicks Run Road
C.AROLINA ^/ Potential non -wetland waters of the US (Perennial Stream) Onslow County, NC
ECOSYSTEMS Feet
0 100 200 f Potential wetland waters of the US
Jacksonville South (2016) US Geological Figure 2• USGS Map
December 2019 Survey 1:24000 Quadrangle Map

�' u p
.Ilk
Southwest CreRV
r%L . lj�
J ,
9 I
- 5
tL
P 91
i 1 j r
•
So rc- ri Di,•i@ 1 lo•- a• i i
D= U=DA S�= e •� I= e i
N Q Study area Hicks Run Road
0 [1C.AROLINA �OPmentialnon-wetland waters of the US (Perennial Stream) Onslow County, NC
�IECOSYSTEMS Feet
0 25 50 Potential wetland waters of the US
Figure 3: Aquatic
December 2019 Resources Map
ESRI Basemap World Imagery

2
N
.**NCAROLINA Study Area
IC.JECOSYSTEMS 11110101== Feet
0 200 400
January 2020 1 Onslow County NRCS Soil Survey Map 35
Wmn
Hicks Run Road
Onslow County, NC
Figure 4: NRCS Map

■ MEN Roy Cooper, Governor
I,tG DEPARTMENT OF 5usi Hamilton. Secretary
mmumn NATURAL AND CULTURAL RESOURCES
■ OEM '/Halter Clark, Director, Land and Water Stewardship
NCNHDE-11377
February 17, 2020
Brian Smith
Carolina Ecosystems
3040 NC 42 W
Clayton, INC 27520
RE: Hicks Run Road
Dear Brian Smith:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butler(cbncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
C)EPARTMF,NT 4F NAIU'KAI. AND CULTURAL PESOUPCES
I `.. L. ';Y ' :r'�L�Y'il1 l;rl f•1Ai I (:'. .. i

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Hicks Run Road
February 17, 2020
NCNHDE-11377
Element Occurrences Documented Within Project Area
Taxonomic EO ID
Scientific NameT Common Name
Last Element
Accuracy Federal
State
Global
State
Group
Observation Occurrence
Status
Status
Rank
Rank
Date Rank
Freshwater Fish36873
Notropis chalybaeus Ironcolor Shiner
1964-06-04 H
3-Medium ---
Significantly
G4
S2S3
Rare
Reptile 14044
Alligator American Alligator
2017-12-29 E
3-Medium Threatened
Threatened
G5
S3
mississippiensis
Similar
Appearance
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name Owner Owner Type
Camp Lejeune US Department of Defense Federal
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.org/content/help. Data query generated on February 17, 2020; source: NCNHP, Q1 Jan 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Hicks Run Road
February 17, 2020
NCNHDE-11377
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID
Scientific Name
Common Name
Last
Element
Group
Observation
Occurrence
Date
Rank
Freshwater Fish36873
Notropis chalybaeus Ironcolor Shiner
1964-06-04
H
Natural 16133
Tidal Swamp (Mixed ---
2013
A?
Community
Subtype)
Reptile 14044
Alligator American Alligator
2017-12-29
E
mississippiensis
Accuracy Federal State Global State
Status Status Rank Rank
3-Medium --- Significantly G4 S2S3
Rare
4-Low --- --- G1G2 S1S2
3-Medium Threatened Threatened G5 S3
Similar
Appearance
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Camp Lejeune Southwest Creek Rl (Exceptional) C3 (High)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Camp Lejeune US Department of Defense Federal
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.org/content/help. Data query generated on February 17, 2020: source: NCNHP, Q1 Jan 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

February 17, 20N
Project Boundary
Buffered Project BDLmdary
NHP Natural Area (NHNA§
Managed Am (MAREA)
NCN H D E- 11377 -1 Flicks R U n Road
T:20,950
a 0 T75 0.35 07 mi
a 0275 055 1 1 krn
%,— Irm. r. %w—, td—p, -r, r(W[3. 1 .
F&O. NPS, WGwftie. KA. Kpdpwx WIL, Ownvwe S*-we E5n apan.
M n. Eon r .
E h J"OV KWID Cal OpGrr--,TftWap OwT&Imm wd 6m -M
Umf C,3mwjlwty
Page 4 of 4

U.S. Department Of Commander 431 Crawford Street
Homeland Security United States Coast Guard Portsmouth, VA 23704-5004
Fifth Coast Guard District Staff Symbol: dpb
United States Phone: [phone]
Fax: [phone]
Coast Guard Email: Martin.A.Bridgges(cDusca.mil
or CGDFivebndaesp_uscg.mil
16591
06 FEB 2020
Mr. Neal Paul
Public Works Division
Building 1005 Michael Road
Camp Lejeune, NC 28547
Dear Mr. Paul:
Coast Guard review of your proposed project as provided in an email dated January 7, 2020,
from Mr. Greg Purvis with Wetherill Engineering, on behalf of the Public Works Division on
Camp Lejeune, NC, is complete.
Based on the documentation provided and our research, it is determined that a Coast Guard
bridge permit will not be required for the proposed highway fixed bridge — Hicks Run Road
Bridge over Southwest Creek, at (34.704192,-77.477130), in Marine Corps Base Camp Lejeune,
NC.
The project will be placed in our Advance Approval category as per Title 33 Code of Federal
Regulations Part 115.70. This Advance Approval determination is for the location and structure
described above and is valid for five years from the date of this letter. The following
conditions apply to this determination:
a. If the construction project on the above bridge does not commence within this time, you
must contact this office for reaffirmation of this determination.
b. Future bridge projects along the above waterway will have to be independently evaluated
before they may be considered for placement in the Advance Approval category. This
includes modification, replacement and removal of the above bridge, following its initial
construction.
C. Following initial bridge construction, the bridge owner should submit bridge maintenance
project plans to this office at least 30 days (preferably 90 days) prior to work
commencing on or over the navigable waterway. Please see enclosure (1).
The fact that a Coast Guard bridge permit is not required does not relieve you of the
responsibility for compliance with the requirements of any other Federal, State, or local agency
who may have jurisdiction over any aspect of the project. Although the project will not require a
bridge permit, other areas of Coast Guard jurisdiction apply. The following conditions apply
concerning construction of the above bridge:
a. You or your contractor must notify this office at least 30 days (preferably 90 days) in
advance of the start of construction and any other work which may be an obstruction to
navigation, so we may issue and update the information in our Local Notice to Mariners
and monitor the project. The notice should include details of the project as described in
enclosure (1).

16591
06 FEB 2020
b. At no time during the project will the waterway be closed to navigation without the prior
notification and approval of the Coast Guard. The bridge owner or contractor is required
to maintain close and regular contact with Coast Guard Sector North Carolina at 910-
772-2230 or D05-DG-SecNC-Preventionnuscg mil to keep them informed of activities
on the waterway.
c. The lowest portion of the superstructure of the bridge across the waterway should clear
the 100-year flood height elevation, if feasible.
d. In addition, the requirement to display navigational lighting at the aforementioned bridge
is hereby waived, as per Title 33 Code of Federal Regulations, Part 118.40(b). This
waiver may be rescinded at any time in the future should nighttime navigation through
the proposed bridge be increased to a level determined by the District Commander to
warrant lighting.
The National Ocean Service (NOS) of the National Oceanic and Atmosphere Administration
(NOAA) is responsible for maintaining the charts of U.S. waters; therefore, they must be notified
of this proposed work. You must notify our office and the NOS at the address below upon
completion of the activity approved in this letter. Your notification of project completion must
include as -built drawings or certification of the following:
a. Bridge name
b. Action type (new construction, modification, relocation, conversion (fixed/draw), etc.)
c. Dates (commenced and completed)
d. Location (latitude and longitude at bridge center and centerline of channel, statute miles
above mouth of waterway, and bridge or causeway orientation or geographic positions of
approaches)
e. Type of bridge (fixed, vertical lift, bascule, suspension, swing, trestle, pontoon, etc.)
f. Navigation clearances (vertical at mean high water and horizontal)
(Moveable — vertical at mean high water in open and closed positions)
g. Whether or not the bridge is fitted with clearance gauges
h. Whether or not the bridge has pier protection and/or fender system.
i. Type of land traffic (highway, railroad, pedestrian, pipeline, etc.)

16591
06 FEB 2020
Ms. Sladjana Maksimovic
National Ocean Service
N/CS26, Room 7317
1315 East-West Highway
Silver Spring, MD 20910-3282
If you have any further questions, please contact Mr. Marty Bridges at the above listed address or
telephone number.
Sincerely,
HAL R. PITTS
Bridge Program Manager
By direction
Encl: Bridge Maintenance Project Plan
Copy: Ms. Sladjana Maksimovic, NOS
—lr. Greg Purvis, Wetherill Engineering
CG Sector North Carolina, Waterways Management
U. S. Army Corps of Engineers, Washington District
Federal Highways Administration, Raleigh, NC

BRIDGE MAINTENANCE PROJECT PLAN
1. The bridge owner, or entity acting on behalf of the bridge owner, should submit a bridge
maintenance project plan at least 30 days (preferably 90 days) prior to commencement of
work on or over the navigable waterway. Correspondence may be submitted via .pdf email
attachment to CGDFiveBrid es(&usc .mil or mailed.
2. Once received, the request will be assigned to a project officer for review and processing.
The project officer will publish a local notice to mariners. If appropriate, the project officer
will publish a temporary deviation from drawbridge operating regulations.
a. Bridge Information: Provide bridge name, bridge type (highway, railroad, pedestrian,
pipeline, etc.), roadway (s) carried, waterway name, mile (statute) on waterway from
confluence, municipal location (town/city, county (if applicable/if known), and state).
b. Project Description: Provide the general description, nature and scope of the project.
Drawings may be submitted, particularly if there are any planned temporary reductions in
navigation clearances.
c. Project Dates/Work Hours: Provide primary and alternate (if applicable) project dates
and work hours. Alternate dates and work hours may be included to account for
inclement weather, etc.
d. Navigation Clearances: Provide any proposed temporary reductions in navigation
clearances (vertical and/or horizontal), including the amount of the reduction (s) in feet
and when the reduction (s) will be in place.
e. Temporary Deviation (from Operating Re ations): For drawbridges — Provide any
proposed temporary deviation from operating regulations including: purpose (why it is
necessary); dates/times of closure; if the bridge will be closed when bridge work is not
being performed, provide justification for closure during non -work hours; whether the
bridge will be able to open for an emergency and within how much time of notice;
whether vessels may pass through the bridge in the closed position at any time or with
prior notice.
f. Project Resources: Provide list of vessels, barges, equipment and location of personnel
involved in the project. Indicate whether the project resources will relocate from the
navigation channel during work hours, and if so, provide the timeframe for notice and
method of notice. Indicate whether the resources will relocate from the navigation
channel during non -work hours, and if not, provide justification for them to remain in the
navigation channel during non -work hours.
g. Communications: Provide communications plan for project resources. This should
include VHF -FM channel 13 for vessels and drawbridge tenders and may include mobile
phone devices for vessels and project personnel. Vessel operators need to be able to
communicate with project resources for safe navigation.
h. Bridge Owner Information: If the request is submitted by an entity on behalf of the
bridge owner, provide the bridge owner representative's contact information (name,
telephone and email) and the bridge owner's mailing address for the appropriate office.

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Hicks Run Road
City, State:
County:
Camp Lejeune, NC
Onslow
Parcel Index Number(s) (PIN): 436000377695
B. REQUESTOR INFORMATION
Name: Neal Paul
Mailing Address: 1005 Michael Rd.
Camp Lejeune, NC 28547
Telephone Number: [phone] ext. 3284
Electronic Mail Address:
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: United States of America
Mailing Address:
Telephone Number: None Provided
Electronic Mail Address: None Provided
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
✓❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOTIUSACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 0.8 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
❑✓
Project Coordinates (Decimal Degrees): Latitude:
34.704220
Longitude:-77.477129
❑� A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than I Ix17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Re ug latory-Permit-
Pro,gram/Juri sdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
✓❑ Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs' please complete an Approved Jurisdictional Determination Form'
❑ Vicinity Map
✓❑ Aerial Photograph
✓❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
❑ Landscape Photos (if taken)
❑ NCWAM and/or NCWAM Assessment Forms and Rating Sheets
❑ NC Division of Water Resources Stream Identification Forms
❑ Other Assessment Forms
' www.saw.usace.arM.mil/Portals/59/docs/re ug latory/regdocs/JD/RGL 08-02 App_A_Prelim _JD_Form _fillable.pdf
' Please see http://www.saw.usace.army.mil/Missions/Re ue latoEy-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
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. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Neal Paul, Deputy Director- Public Works, 1005 Michael Rd. Camp Lejeune, NC 28547
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format):
Lat.: 34.704220 Long.:-77.477129
Universal Transverse Mercator:
Name of nearest waterbody: Southwest Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑■ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Southwest Creek
34.704220
-77.477129
101
Non -wetland waters
404
WA
34.704035
-77.476987
0.01
Wetland
404
W B
34.704018
-77.477265
0.03
Wetland
404
WC
34.703715
-77.477026
<0,01
Wetland
404
WD
34.704604
-77.477143
0.02
Wetland
404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑■ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Vicinity Map
❑■ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑■ U.S. Geological Survey map(s). Cite scale & quad name: Jacksonville South(2016) 1:24,000
❑ Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
State/local wetland inventory map(s):
FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑■ Photographs: ❑■ Aerial (Name & Date): ESRI Basemap World Imagery
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Hicks Run Road City/County: Onslow Sampling Date: 11/15/19
Applicant/Owner: Camp Lejeune State: NC Sampling Point: WA Wet
Investigator(s): Brian Smith, Preston Butler Section, Township, Range: Camp Lejeune
Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.422319 Long:-77.286175 Datum: WGS 83
Soil Map Unit Name: MaC - Marvyn loamy fine sand NWI classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Raining at time of delineation. Form also represents wetlands WB, WC, and WD
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (B6)
X Surface Water (Al) _Aquatic
Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2) —Marl
Deposits (1315) (LRR U)
—Drainage Patterns (1310)
X Saturation (A3) —Hydrogen
Sulfide Odor (Cl)
—Moss Trim Lines (B16)
—Water Marks (B1) -Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
_Sediment Deposits (B2) _Presence
of Reduced Iron (C4)
_Crayfish Burrows (C8)
_ Drift Deposits (133) —Recent
Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Thin
Muck Surface (C7)
_Geomorphic Position (D2)
_ Iron Deposits (135) —Other
(Explain in Remarks)
_ Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (67)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 1
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA Wet
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Fraxinus pennsylvanica
10
No
FACW
Number of Dominant Species
2.
Liquidambarstyraciflua
30
Yes
FAC
That Are OBL, FACW, or FAC: 6 (A)
3.
Carpinus caroliniana
15
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
55
=Total Cover
OBL species x 1 =
50% of total cover:
28 20% of total cover:
11
FACW species x 2 =
Sapling/Shrub Stratum (Plot size: 15
)
FAC species x 3 =
1.
Fraxinus pennsylvanica
20
Yes
FACW
FACU species x 4 =
2.
Carpinus caroliniana
20
Yes
FAC
UPL species x 5 =
3.
Liquidambarstyraciflua
10
No
FAC
Column Totals: (A) (B)
4.
Quercus phellos
10
No
FACW
Prevalence Index = B/A =
5.
Quercus michauxii
5
No
FACW
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
3 - Prevalence Index is :53.0'
65
=Total Cover
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
33 20% of total cover:
13
Herb Stratum (Plot size: 5 )
1.
Persicaria amphibia
15
No
OBL
'Indicators of hydric soil and wetland hydrology must be
2.
Carex lurida
40
Yes
OBL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Boehmeria cylindrica 15 No FACW
4.
Woodwardia areolata
30
Yes
OBL
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
9.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
100
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
50 20% of total cover:
20
height.
Woody Vine Stratum (Plot size: 30 )
1.
Smilax rotundifolia
2
No
FAC
2.
3.
4.
5.
Hydrophytic
2
=Total Cover
Vegetation
50% of total cover:
1 20% of total cover:
1
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain - Version 2.0

SOIL
Sampling Point: WA Wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks
0-6 10YR 3/2 100 Loamy/Clayey
6-14 10YR 6/1 80 7.5YR 5/6 20 C M Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
—Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_ 2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
—Hydrogen Sulfide (A4)
—Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
—Stratified Layers (A5)
_ Loamy Gleyed Matrix (F2)
—Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U)
X Depleted Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
—Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 153B)
X Depleted Below Dark Surface (Al 1)
—Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2)
_ Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
—Coast Prairie Redox (A16) (MLRA 150A)
_ Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
—Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
—Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4)
_ Delta Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U)
—Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Hicks Run Road City/County: Onslow Sampling Date: 11/15/19
Applicant/Owner: Camp Lejeune State: NC Sampling Point: WA Up
Investigator(s): Brian Smith, Preston Butler Section, Township, Range: Camp Lejeune
Landform (hillside, terrace, etc.): hillslope Local relief (concave, convex, none): undulating Slope (%): 0-2
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.422376 Long:-77.286191 Datum: WGS 83
Soil Map Unit Name: MaC - Marvyn loamy fine sand NWI classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Raining at time of delineation. Form also represents uplands at WB, WC, and WD
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (B6)
_Surface Water (Al) _Aquatic
Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2) —Marl
Deposits (1315) (LRR U)
—Drainage Patterns (1310)
—Saturation (A3) —Hydrogen
Sulfide Odor (Cl)
—Moss Trim Lines (B16)
—Water Marks (B1) -Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
_Sediment Deposits (B2) _Presence
of Reduced Iron (C4)
_Crayfish Burrows (C8)
_ Drift Deposits (133) —Recent
Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Thin
Muck Surface (C7)
_Geomorphic Position (D2)
_ Iron Deposits (135) —Other
(Explain in Remarks)
_ Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (137)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA Up
Absolute
Dominant
Indicato
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
1. Fraxinus pennsylvanica
10
No
FACW
2. Liquidambar styraciflua
40
Yes
FAC
3. Pinus taeda
25
Yes
FAC
4.
5.
6.
7.
8.
75
=Total Cover
50% of total cover:
38 20%
of total cover:
15
Sapling/Shrub Stratum (Plot size: 15
)
1. Fraxinus pennsylvanica
10
Yes
FACW
2. Carpinus caroliniana
15
Yes
FAC
3.
4.
5.
6.
7.
8.
50% of total cover: 13
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
50% of total cover: _
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia
2.
3.
4.
5.
25 =Total Cover
20% of total cover: 5
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_3 - Prevalence Index is :53.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
_=Total Cover Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover: height.
10 Yes FAC
10 =Total Cover
50% of total cover: 5 20% of total cover: 2
Remarks: (If observed, list morphological adaptations below.)
Hydrophytic
Vegetation
Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain - Version 2.0

SOIL
Sampling Point: WA Up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks
0-1 10YR 3/2 100 Loamy/Clayey
1-12 10YR 6/8 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al) —Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2) —Barrier
Islands 1 cm Muck (S12)
_ 2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 153113, 153D)
_Coast Prairie Redox (A16)
—Hydrogen Sulfide (A4) —Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
—Stratified Layers (A5) _
Loamy Gleyed Matrix (F2)
—Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U) _
Depleted Matrix (F3)
(outside MLRA 150A, 150113)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _
Redox Dark Surface (F6)
—Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U) _
Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _
Redox Depressions (F8)
(MLRA 153113)
_ Depleted Below Dark Surface (Al 1) —Marl
(F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2) _
Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
—Coast Prairie Redox (A16) (MLRA 150A) _
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
—Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
—Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4) _
Delta Ochric (F17) (MLRA 151)
(MLRA 153113, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
—Stripped Matrix (S6) —Piedmont
Floodplain Soils (F19) (MLRA 149A)
_ Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U) —Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

� exll -ILL
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DRAWING INDEX
SHEET NO.
TITLE
1
TITLE SHEET
1B
SYMBOLOGY SHEET
2A-1
TYPICAL SECTIONS
4
PLAN & PROFILE SHEET
X-1 THRU X-2
CROSS SECTIONS
U. S. MARINE CORPS BASE
��,�. CAMP LEJEU11tE,1VC
19-0159
REPLACE HICKS RUN BRIDGE
ROAD BRIDGE
STC1220
CONTRACT NO. N40085-19-0159
FWMND AND SURFACE
14-)s
""I
, P7 WATER IMPACTS PERMIT
PERMIT DRAWING
SHEET 1 OF 5
?.*DA S N El? P. r-.- E R
U t; I f
!-LjQke-.TQRFAF.�BR
III:: N 141 W, 1 1141 V.
I U lc2u
A
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% %
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223 Jones Franklin Rd.
Weigh, N.C. 27606
WETHERILL License No. F-0377
ENGINEERING Bus: 919 851 8077
---Omllqwpp-- F— 919 851 8107
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GISIGPS - CONSTRUCTION OBSERVATION
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
EDWARD G. WETHERILL, PE
PROJECT ENGINEER
GREG S. PURVIS, PE
L
PROJECT DESIGN ENGINEER
.....E.-I NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDD

F-----------------------------------------------------------------

WETLAND PERMIT IMPACT 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
-L- 12+50 to 13+25
75' Bridge
< 0.01
0.02 < 0.01
50
TOTALS*:
< 0.01
0.02
< 0.01
50
0
0
*Rounded totals are sum of actual impacts
NOTES:
Hand Clearing in Wetlands (sqft): 36
Permanent SW impacts (sqft): 719
Temp. SW impacts (sqft): 267
2013 10 24

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U. S. MARINE CORPS BASE
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90% SUBMITTAL
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19-0159
REPLACE HICKS RUN BRIDUE
ROAD BRIDGE
STC1220
CONTRACT NO. N40085-19--0159
1223 Jones Franklin Rd.
kir Raleigh, N.C. 27606
ETHERILL License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN — GIS/GPS — CONSTRUCTION OBSERVATION
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
E DWARD G, WETH E RI LL, PE
PROJECT ENGINEER
GREG S. PURVIS, PE
PROJECT DESIGN ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

BOUNDARIES AND PROPERTY.-
State Line
----- -----
County Line
--- ----
Township Line
-- --
City Line
- -
Reservation Line
Property Line
Existing Iron Pin
O
Computed Property Corner
Property Monument
ECM
Parcel/Sequence Number
@
Existing Fence Line
—x x x—
Proposed Woven Wire Fence
Proposed Chain Link Fence
El
Proposed Barbed Wire Fence
Existing Wetland Boundary
- - - -WLB- - - -
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
S -
Potential Contamination Area: Soil
- S -
Known Contamination Area: Water
W
Potential Contamination Area: Water
- W -
Contaminated Site: Known or Potential
X
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
S
Well
W
Small Mine
Foundation
0
Area Outline
Cemetery
t
Building
School
Church
Dam
HYDROLOGY -
Stream or Body of Water
-- ---
Hydro, Pool or Reservoir
IF—
Jurisdictional Stream
,S
Buffer Zone 1
Bz I
Buffer Zone 2
Bz 2
Flow Arrow
<
Disappearing Stream
-- ---
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
FLOW
False Sump
<�>
CONVENTIONAL
RAILROADS:
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned —
RR Dismantled —
Note: Not to Scale
PLAN SHEET SYMBOLS
*S. U.E. = Subsurface Utility Engineering
CSX TRANSPORTATION
O
MILEPOST 35
0
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point •
Exist Permanent Easment Pin and Cap 0
New Permanent Easement Pin and Cap 0
Vertical Benchmark m
Existing Right of Way Marker 0
Existing Right of Way Line New Right of Way Line R
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R/W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
rwl�'
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
/c�
\A/
c
E
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Slope Stakes Cut
- - - C - - -
Proposed Slope Stakes Fill
- - - F - - -
Proposed Curb Ramp
CR
Existing Metal Guardrail
T T T
Proposed Guardrail
T T T T
Existing Cable Guiderail
n n n
Proposed Cable Guiderail
n n n n
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand
Hole
H-Frame Pole
U/G Power Line LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*) -
U/G Telephone Cable LOS C
(S.U.E.*) -
U/G Telephone Cable LOS D (S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D (S.U.E.*)
Vineyard
CONC
) CONC WW
CONC HW
>----------<
CB
(3
-S.
- - - - T - - - -
- - T -
T
-TC- - - -
-TC- -
TC
-T FO- - -
- -T FO- -
T FO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS
B (S.U.E*)
U/G Water Line LOS
C (S.U.E*)
U/G Water Line LOS
D (S.U.E*)
Above Ground Water
Line
0
A/G Water
TV Pedestal
10
TV Tower
0
U/G TV Cable Hand Hole
HH
U/G TV Cable LOS B (S.U.E.*)
- - - -TV- - - -
U/G TV Cable LOS C (S.U.E.*)
- -TV- -
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
- - - -TV FO- - -
U/G Fiber Optic Cable LOS C (S.U.E.*)
- -TV FO-
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO—
GAS:
Gas Valve
0
Gas Meter
U/G Gas Line LOS B (S.U.E.*)
- - - -G- - - -
U/G Gas Line LOS C (S.U.E.*)
- -G- -
U/G Gas Line LOS D (S.U.E.*)
r
Above Ground Gas Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole
O
Sanitary Sewer Cleanout
0
U/G Sanitary Sewer Line
SS
Above Ground Sanitary Sewer
A/G Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
- - - -FSS- - - -
SS Forced Main Line LOS C (S.U.E.*)
- —FSS— -
SS Forced Main Line LOS D (S.U.E.*)
FSS
MISCELLANEOUS:
Utility Pole
•
Utility Pole with Base
0
Utility Located Object
o
Utility Traffic Signal Box
0
Utility Unknown U/G Line LOS B (S.U.E.*)
7UTL
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
usT
AIG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.

REVISIONS
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-SHOULDER BERM GUTTER MUST BE I\STALLED TO THE LIMITS 8" X 4" LIP CURB IS SHDWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB.
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-LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW.
-SEE SHEET 3 FOR POST SECTIONS 1 THRU 9,
VAR_ MAX_
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POINT FOR END SHOE ANCHORAGE, * #
SFF STRUCTURE PLANS k ...........
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HICKS RUN RUP-D HRIL --'E
STIC1224
i
- I T- I -.. - f.:' .- F-
GRAPHIC SCALE
50 25 0 50 100
PLANS
r' `
11 �.,
ail
F 0 IR
IR
0 P N S E D
14:ROSION CONTRXn.;L
U. S. MARINE CORPS BASE
CAMP LEJEU11tE,11tC
19-0159
REPLACE HICKS RUN BRIDGE
ROAD BRID(31E
k ---'ONTRAf--'T NO. N40085-19-0151),
1223 Jones Franklin Rd.
WAWV Raleigh, N.C. 27606
AE T H E R I L L License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
Wiz%
ao
N
0
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
CN:N40085,-19-0159
EC--1
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
EROSION AND
SEDIMENT
CONTROL
MEASURES
Description
Svmbol
1630.03
Temporary
Silt Ditch--
WD
1630.05
Temporary
Diversion -------------------
TD
1605.01
Temporary
Silt Fence -------------------
--
1606.01
Special Sediment
Control Fence
- - - - - - - -
1622.01
Temporary
Berms and Slope
Drains
~
1630.02
Silt Basin
Type B------- ----------------
1633.01
Temporary
Rock Silt Check
Typepr°i- - - - - - - - - -
- - - - - - - -
Temporary
Rock Silt Check
Type -A with
Matting and Pollyacryllamide
(][CAM)
1633.02
Temporary
Rock Silt Check
Type-B - - - - - - - - - -
Wattle/ Coir ]Fiber Wattle-------------------
EW-
CFW
�
Wa6tle / Coir ]Fiber Wattle
with Pollyacryllamide (PAM)---------------------
1634.01
Temporary Rock Sediment Dam
Type=A. - .
1634.02
Temporary Rock Sediment Dam
-
Type-B- - - :D
1635.01
Rock Pipe Inlet Sediment Trap
Type -A - - - - - - - - -
1635.02
Rock Pipe Inlet Sediment Trap
Type-B- - - - - -1�
1630.04
Stilling Basin-----------------------------------------------�------
1630.06
Special Stilling Basin .............
Rock Inlet Sediment Trap-.
1632.01
Type A ----------------------------------------------
A
1632.02
Type B
B
1632.03
Type C
C ❑
Skimmer Basin .......................
Tiered Skimmer Basin --
Infiltration Basin -------
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Refer To E. C. Special Provisions
for Special Considerations.
THIS PROJECT HAS
BEEN DESIGNED TO
SENSITIVE WATERSHED
STANDARDS.
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
J
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
C/VlL/S/TE DESIGN - G/S/GPS -CONSTRUCT/ON OBSERVATION
1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH
Designed by:
1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000
1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A
1630.02 Silt Basin Type B
1634.02 Temporary Rock Sediment Dam Type B
GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019
HARMINDER SINGH 3519
1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF
1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES.
Q
NAME LEVEL III CERTIFICATION NO.
1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
1630.06 Special Stilling Basin
1645.01 Temporary Stream Crossing
1631.01 Matting Installation

OF HIGHWAYS
NORTH CAR
SOIL STABILIZATION
TIM.EFRAMES
SITE
DESCRIFTION
STABILIZATION TIME
TIMEFRAME EXCEFTIONS
PERIMETER DIKES,
SWALES, DITCHES AND SLOPES
7
DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7
DAYS
NONE
SLOPES STEEPER
THAN 301
7
DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 201, 14 DAYS ARE ALLOWED.
SLOPES 3o1OR FLATTER
14
DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS
WITH SLOPES FLATTER THAN 40l
14
DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

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Q 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
\\v\\\ / / \ I / ° D ET LL Raleigh, N.C. 27606 — —
\ \ \ �/ \\ _ / .' / / / / ) \ / / \ ENGINEERING Liscense No. F-0377 CIVo N40085 /9 0/59 EC-03/CONST.04
CLEARING AND GRUBBING \ r \ /
1 /�/ Bus: 919 851 8077
I I EROSION CONTROL FOR \ \ / / 8 /� / — — \ --, //// / //�/ \� / / / \ ( R/W SHEET NO.
I �J \----- � / / � / \ � � I (/ /// / _/��' r\F Fax: [phone]
I I CONSTRUCTION SHEET 4 ( � � / / / `� / /6 -\ � I a�� � ✓ I � � � �I l III '— �m// / -l/// \J l \ \ l I ROADWAY DESIGN HYDRAULICS
I / l \ �. ` I // l \ \ TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
r°— — — — / /lJ / / _ \ \\ v CN/L/SITE DESIGN - G/S/GPS -CONSTRUCTION OBSERVATION
v v Flo�� / I v✓ /\vv v f v/ l / I H // Ilo- / /lll / // / v v = i / 11
I� � �V� — � `� I II I —a v_--\ I �`II� �v� � � vv� � __ � /\ l111 I h\ I I III► \// I� � �V �v � �'� � //I e, % I
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_
�^ l —i — /) I r DOCUMENT NOT CONSIDERED FINAL
\ \ � i � — � \ / / I III; / / / / � � \ \ �\ \ UNLESS ALL SIGNATURES COMPLETED
JE
\/_/ REMOVE IEXISTING PILES
=� `t \ _��M� OR FUTLOFF �IIUD�LIN€---
T_
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/-"cam 1 -1 61 61 1 -1
l i �FD C 11RIP RAP
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o END BRIDGE �
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-L- STA. 13 + 2 6.13 c + p D p PT �tG. 11 +12:14 \ \\� / I I \ / III \ \ \ + 25- /�\ \ - - - CONCRETEWEARING POINT
PC Sto. /0 9U.8 — SURFACE
i ii i n / \ ( TAPER \ 1 -11 In I 1 -11 1 -11 i _ / REMOVE DEST�YED \� I I \\ \ ) / \ 42 42
r \\ \ \ / BRIDGE DECK f\ �\ \ rn \ \ I WOODS /� ` _ \ CONCRETE 0 02 0 02 CONCRETE
/ 1 \\\\ \m \ ems, ^ I WOOD �I I — \ /d �\ \\� \ I\ \/ / \ — - \ /I / BARRIER RAIL BARRIER RAIL
12 _ _ 12\\\\ \ \,/ , I I\�`v \ �E D PROJECT'\\ I \ 000000000Ae-
N
21" CORED SLAB BRIDGE (6 CORED SLAB UNITS)
POT STAO 14
BRIDGE TYPICAL SECTION
\ \ l � � I I a, \ \ \\ 2\ \ \ � � \ \� � -L- STA. 12+48.88 (BEGIN BRIDGE) TO -L- STA. 13+26.13 (END BRIDGE)
BEGIN BRIDGE \ \ \ \ \ \ \ \ 1\\ �,-IIIII\\\\\x, \\\ \ \ \\\\ \ \\� \ �\ I I r� \
\\�, ,
STA. 12 + 4 8.8 8 \ \ \ 1 I \ II I \\ ��� \ HORZ. SCALE 1" = 50
/ VERT. SCALE 1" _ /10' /
SKETCH SHOWING BRIDGE/ROADWAY RELATIONSHIP>>\ ` ! r\ \ \ I ► �� \ I I �I _ `� \�_ ���\ ��_ �\�==1, _-� I �' \� I _-' �' \
1 I \
NOT TO SCALE SEE ALSO SHEET 2A-1\� /-- -� I SEE SHEETS S-1 THRU s-?
/ j I I �1 `\_\ \ \\\\\\� -\_ /� \/ I I / ~\ / m FOR STRUCTURE PLANS
Ill
III
III
1111
11
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Ir
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z I J GRADE
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�. ---G RIGHT
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.57"
-
-
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10 11 12 13 14 15

PLANTING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
HEALING IN
1. Locate a healing -in site in a shady, well
protected area.
2. Excavate a flat bottom trench
12 inches deep and provide drainage.
3. Backfill the trench with 2 inches well
rotted sawdust. Place a 2 inch layer of
well rotted sawdust at a sloping angle
at one end of the trench.
4. Place a single layer of plants
against the sloping end so that
the root collar is at ground level.
5. Place a 2 inch layer of well rotted
sawdust over the roots maintaining
a sloping angle.
6. Repeat layers of plants and sawdust
as necessary and water thoroughly.
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Insert planting bar 2. Remove planting bar
as shown and pull handle and place seedling at
toward planter. correct depth.
I
4. Pull handle of bar 5. Push handle forward
toward planter, firming firming soil at top.
soil at bottom.
PLANTING NOTES:
PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar
container to prevent the
root systems from drying.
KBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section, and shall
be 12 inches long,
4 inches wide and
1 inch thick at center.
ROOT PRUNING
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
10 inches below the
root collar.
3. Insert planting bar
2 inches toward planter
from seedling.
6. Leave compaction
hole open. Water
thoroughly.
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
CN:
N40085-19-0159
RF-1
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION

1223 Jones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
Raleigh, N.C. 27606
O
i E� ERILL
CNo N40085 —19 —0159
4
m ENGINEERING Liscense No. F-0377
RW SHEET NO.
\
Bus: 919 851 8077
Fax: [phone]
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
_______________________________________=
T B M 1 ELEVATION 5. 13 + TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
N 350720 E 2457606 ^
BENCHTIE IN 12" BIRCH C
_______________________________________= N
TBM2 ELEVATION 23.26
N 350346 E 2457661 N
BENCHTIE IN 16" PINE m
_______________________________________= I
Point
North
East
Elevation
I
m'
J/
GPS-1
350747.5870
2457682.1690
5.2770
1,
GPS-2
350404.6450
2457678.7850
1 ° Q1-,1
nnr_��nn�wT NnT r_nNc�n�R�n ��we�

RAL-WS086,2/6/2020,P:\2019\19428.01 Camp LeJeune Bridge Replacement\Roadway\CorridorModeling\MM\XS Earthwork Summary.xls
PROJ. REFERENCE NO. SHEET NO.
CN: N40085-19-0159 X-1
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDES BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
Station
L
Uncl. Exc.
(cu. yd.)
Embt
(cu. yd.)
11 +65.00
0
0
12+00.00
10
1
12+25.00
3
4
12+48.86
0
13
Station
Uncl. Exc.
Embt
L
(cu. yd.)
(cu. yd.)
13+26.15
0
3
0
13
CROSS SECTION INDEX
13+50.00
13+75.00
7
5
SHEET
LINE
BEGIN STATION
END STATION
14+00.00
14+10.00
7
3
X-2
-L-
11 +65.00
13+26.15
3
0
X-3 -L- 13+50.00 14+10.00

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U. S. MARINE CORPS BASE
CAMP LEJE UNE, NC
RE 1H k--,KS 4 BR DvjE
ROAD BRIDGE
STC 1220
CONTRACT NO. N40085--19--0159
STRUCTURE PLANS
1223 Jones Franklin Rd.
wl
Raleigh, N.C. 27606
ETH E R I L L License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN — GIS/GPS — CONSTRUCTION OBSERVATION
EDWARD G, WETHERILL, PE
PROJECT ENGINEER
B.C. HUNT, PE.
PROJECT DESIGN ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

12+50
13+00
13+50 GRADE DATA
c
O
a
Q>
L
FILL FACE Cagy END BENT 1
10 STA.12+48.88 -L-
GRADE POINT EL. 6.78
GRADE DATA
PI = 12+11.84
0 EL = 7.08
VC = 61'
(-)4.3000% (-)Oo7980%
i[e7
SPAN "A"
100 YR
ELa = 6.4
10 YR EXISTING
ELo = 405 SUBSTRUCTURE
(TO BE REMOVED
OR CUT OFF AT
WS ON 10-17-19 NWS MUD LINE n n n EL. = Oo57' n ELo = 0.6' (TYPo)
II � II � II II II
II - II - II II II
II II II II II
II II II II II
II II II II II
--__�---- --+ I------a--I-------- JL
Li Li Li Li Li
SECTION ALONG —L—
F-I
2'-0" 0 CONCRETE
COLLAR
HP 12x53
VERTICAL
STEEL PILES
1'-7" MIN. BERM
(TYPo)
FIXED CLASS II
RIP RAP
500± W/ GEOTEXTILE
(TYPo)
II n
�I II
11/2.1 SLOPE
(TYPo)
END BENT 1
I
I
I
I
I
I
I
l'-n" FARTH RFRNA
I (FILL FACE Cab END BENT 1 TO FILL FACE 2 END BENT 2)
I
II PLAN
(PILES NOT SHOWN IN PLAN VIEW FOR CLARITY)
FILL FACE 2 END BENT 2
STA. 13+26.13 -L-
GRADE POINT EL. 6.17
FIXED
END BENT 2
2'-0" 0 CONCRETE
COLLAR
HP 12x53
VERTICAL
STEEL PILES
z
D
0
Co
zC_�
:Z)_
co
N
0
0
PI = 13+67.82
EL = 5.83
VC = 75'
---------------
�6e0 ± APPROXo
NATURAL
GROUND
HYDRAULIC DATA
DESIGN DISCHARGE _ 2000 C.F.S.
FREQUENCY OF DESIGN FLOOD= 10 YRS.
DESIGN HIGH WATER ELEVATION ____= 4.5
DRAINAGE AREA = 54.1 S0. MI.
BASE DISCHARGE (0100) _ 4100 C.F.S.
BASE HIGH WATER ELEVATION = 6.4
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 2400+ C.F.S.
FREQUENCY OF OVERTOPPING FLOOD.-:: 10+ YRS.
OVERTOPPING FLOOD ELEVATION = 4.6
* OT OCCURS 2 C STA. 22+00 -L- EL. = 4.6
LOW CHORD ELEVATIONS
ELEVATION 2
BEARINGS
END BENT 1
4.76
END BENT 2
4.17
I HEREBY CERTIFY THESE PLANS
ARE THE AS -BUILT PLANS
OJECT N0. N40085-19-0159
ONSLOW COUNTY
ATION: 12+87e50 —L-
-ET 1 OF 2 REPLACES BRIDGE STC1220
N

c
0
am
L
m
cc N
TBM#10 BENCHTIE IN 12" BIRCH STA. 12+18.2 —L 74.43' LEFT, EL. 5.139 N 350720, E 2457606
I
0
WOODS c:,
I �
CLASS II I I
RIP RAP
W/ GEOTEXTILE
(TYP°) BRIDGE ID
- STA. 12+87.50 -L-
--------------------- ___ III '
°°TITTIT
TO VERONA RD
RACETRACK RANGE RD
SOIL & I IV I
GRAVEL
---------- _ °
EXISTING
90°-00'-00" STRUCTURE
oo
- (TYP°)
(� � � (TO BE REMOVED �
OR CUT OFF AT
MUD LINE
(TYP.)
� Q
EST0
\ YES
WOODS /
I \ /
��
LOCATION SKETCH
FOUNDATION NOTES
FOR PILES, SEE SECTION 450 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORATION
STANDARD SPECIFICATIONS.
PILES AT END BENT No°1 AND END BENT No°2 ARE DESIGNED FOR A FACTORED RESISTANCE
OF 80 TONS PER PILE°
DRIVE PILES AT END BENT No.1 AND END BENT No.2 TO A REQUIRED DRIVING RESISTANCE
OF 135 TONS PER PILE.
TESTING THE PILES DURING DRIVING, RESTRIKING OR REDRIVING MAY BE REQUIRED. THE ENGINEER
WILL DETERMINE THE NEED FOR PDA TESTING. FOR PDA TESTING, SEE SECTION 450 OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
DRAWN BY o B.C. HUNT DATE e 1-20
CHECKED BY : J.A. DILWORTH DATE e 1-20
NOTES
ASSUMED LIVE LOAD = HL93 OR ALTERNATE LOADING.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS°
NAD 83 THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1°
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.
WOODS THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18-EVALUATING
SCOUR AT BRIDGES°
MTL BARRICADE
GROUT FOR STRUCTURE°
------
HICKS RUN RD
I
TO DOUGLAS RD
I
PROPOSED GUARDRAIL
(ROADWAY DETAIL)
I ,
I
SOIL &
GRAVEL
I
WOODS
-L-
GROUT FOR USE IN SHEAR KEYS, DOWEL HOLES, AND RECESSES SHALL BE MIXED
AND PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND
THE APPLICABLE SECTIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS°
GROUT SHALL BE TYPE 3 GROUT IN ACCORDANCE WITH SECTION 1003 OF THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS°
INITIAL SETTING TIME SHALL NOT BE LESS THAN 10 MINUTES WHEN TESTED
IN ACCORDANCE WITH ASTM C266.
CONSTRUCTION LOADING AND TRAFFIC LOADING SHALL NOT BE ALLOWED UNITL
3 DAY COMPRESSIVE STRENGTH IS ACHIEVED°
PLACE AND MAINTAIN COMPONENTS IN FINAL POSITION UNTIL GROUT PLACEMENT
IS COMPLETE AND ACCEPTED. CONCRETE SURFACES TO RECEIVE GROUT SHALL BE
FREE OF DEFECTIVE CONCRETE, LAITANCE9OIL, GREASE, AND OTHER FOREIGN
MATTER. SATURATE CONCRETE SURFACES WITH CLEAN WATER AND REMOVE EXCESS
WATER PRIOR TO PLACING GROUT.
CONCRETE WEARING SURFACE.
FOR CONCRETE WEARING SURFACE USE CLASS AA CONCRETE AND A COARSE AGGREGATE
GRADATION OF 78M. THE CLASS AA CONCRETE SHALL CONTAIN FLY ASH OR GROUND
GRANULATED BLAST FURNACE SLAG A THE SUBSTITUTION RATE SPECIFIED IN ARTICLE
1024-1 AND IN ACCORDANCE WITH ARTICLES 1024-5 AND 1024-6 OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
PREPARE ALL SURFACES TO BE OVERLAYED PRIOR TO PLACING THE EPDXY COATED
REINFORCTING STEEL OR EPDXY COATED WIRE MESH. ADDITIONALY,CLEAN THE SURFACE
WITHIN 48 HOURS PRIOR TO PLACING THE OVERLAY.
FOR SURFACE PREPARATION, USE SANDBLASTING OR PRESSURE WASHING EQUIPMENT CAPABLE
OF REMOVING ALL FOREIGN MATTER. IF USING HIGH PRESURE WATER BLAST,A MINIMUM
NOZZLE PRESSURE OF 3000 PSI IS REQUIRED.
THOROUGHTLY SOAK THE CLEANED SURFACE FOR AT LEAST 12 HOURS PRIOR TO PLACING
THE CONCRETE WEARING SURFACE. WHILE SOAKING THE SURFACE, COVER IT WITH A LAYER
OF WHITE OPAQUE POLYETHYLENE FILM AT LEAST 4 MILS THICK. IMMEDIATELY PRIOR
TO PLACING THE CONCRETE WEARING SURFACE, REMOVE STANDING WATER FROM THE SURFACE.
FOLLOW THE PLACING, FINISHING, AND CURING REQUIREMENTS OF ARTICLE 420-14(A) AND (B)°
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS°
CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE PLANS ARE NOT PERMITTED.
THE REQUIREMENTS OF ARTICLE 420-20 OF THE NORTH CARLOLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS WILL APPLY TO PLACING VEHICLES
AND CONSTRUCTION EQUIPMENT ON THE FINISHED CONCRETE WEARING SURFACE.
USE INSULATION THAT MEETS THE REQUIREMENTS OF ARTICLE 420-7(C)OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORATION STANDARD SPECIFICATIONS, PLACE IT ON THE
CONCRETE WEARING SURFACE AS SOON AS THE INTIAL SET PERMITS°
w �J
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 2 OF 2
ENGINEER OF RECORD
U.S. MARINE CORPS BASE
CAMP LEJEUNE,NORTH CAROLINA
o`°0H CAR " 11'�%
FESS/p
s L KAIR A- UA
S
NO:FOV E 1FdA Q�gkS WL -
AIR
We/
ETHERILL
ENGINEERING
1223 Jones Franklin Rd.
NO,
Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
LICENSE NO. F-0377
GENERAL DRAWING
BRIDGE ON HICKS RUN RD
OVER SOUTHWEST CREEK
BETWEEN VERONA RD/
RACETRACK RANGE RD
AND DOUGLAS RD
REVISIONS SHEET NO.
BY: DATE: NO. BY: DATE: S-2
TOTAL
SHEETS
13

LOAD FACTORS-.
LOAD AND RESISTANCE FACTOR RATING (LRFR) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS
STRENGTH I LIMIT STATE
SERVICE III LIMIT STATE
MOMENT
SHEAR
MOMENT
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0
0 J (n
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0
0 J Cn
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0 LL_
Q:�
Cn
0
c� J Cn
U
HL-93 (INVENTORY)
N/A
0
1.09
--
1.75
0.280
1.350
A
EL
37.000
0.500
1.900
A
EL
67.000
0.80
0.280
1.090
A
EL
37.000
1
DESIGN
HL-93 (OPERATING)
N/A
1.75
--
1.35
0.280
1.750
A
EL
37.000
0.500
2.520
A
EL
67.000
N/A
--
--
--
--
--
1
LOAD
RATING
HS-20 (INVENTORY)
36.000
O2
1.43
51.480
1.75
0.280
1.770
A
EL
37.000
0.500
2.450
A
EL
67.000
0.80
0.280
1.430
A
EL
37.000
1
HS-20 (OPERATING)
36.000
2.29
82.440
1.35
0.280
2.290
A
EL
37.000
0.500
3.230
A
EL
67.000
N/A
--
--
--
--
--
1
SNSH
13.500
3.23
43.605
1.40
0.280
5.010
A
EL
37.000
0.500
7.710
A
EL
67.000
0.80
0.280
3.230
A
EL
37.000
1
SNGARBS2
20.000
2.40
48.000
1.40
0.280
3.730
A
EL
37.000
0.500
5.410
A
EL
67.000
0.80
0.280
2.400
A
EL
37.000
1
w
u
SNAGRIS2
22.000
2.27
49.940
1.40
0.280
3.530
A
EL
37.000
0.500
5.010
A
EL
67.000
0.80
0.280
2.270
A
EL
37.000
1
H
L= ,
SNCOTTS3
27.250
1.61
43.873
1.40
0.280
2.490
A
EL
37.000
0.500
3.730
A
EL
67.000
0.80
0.280
1.610
A
EL
37.000
1
J "
SNAGGRS4
34.925
1.34
46.800
1.40
0.280
2.080
A
EL
37.000
0.500
3.060
A
EL
67.000
0.80
0.280
1.340
A
EL
37.000
1
CD
H
SNSSA
35.550
1.31
46.571
1.40
0.280
2.040
A
EL
37.000
0.500
3.100
A
EL
67.000
0.80
0.280
1.310
A
EL
37.000
1
SNS6A
39.950
1.20
47.940
1.40
0.280
1.870
A
EL
37.000
0.500
2.810
A
EL
67.000
0.80
0.280
1.200
A
EL
37.000
1
LEGAL
SNS7B
42.000
1.15
48.300
1.40
0.280
1.780
A
EL
37.000
0.500
2.760
A
EL
67.000
0.80
0.280
1.150
A
EL
37.000
1
LOAD
RATING
TNAGRIT3
33.000
1.47
48.510
1.40
0.280
2.280
A
EL
37.000
0.500
3.390
A
EL
67.000
0.80
0.280
1.470
A
EL
37.000
1
Q
TNT4A
33.075
1.47
48.620
1.40
0.280
2.290
A
EL
37.000
0.500
3.300
A
EL
67.000
0.80
0.280
1.470
A
EL
37.000
1
17
TNT6A
41.600
1.20
49.920
1.40
0.280
1.870
A
EL
37.000
0.500
2.920
A
EL
67.000
0.80
0.280
1.200
A
EL
37.000
1
v
TNT7A
42.000
1.21
50.820
1.40
0.280
1.880
A
EL
37.000
0.500
2.880
A
EL
67.000
0.80
0.280
1.210
A
EL
37.000
1
V)
CD
TNT7B
42.000
1.25
52.500
1.40
0.280
1.940
A
EL
37.000
0.500
2.690
A
EL
67.000
0.80
0.280
1.250
A
EL
37.000
1
U
TNAGRIT4
43.000
1.19
51.170
1.40
0.280
1.850
A
EL
37.000
0.500
2.600
A
EL
67.000
0.80
0.280
1.190
A
EL
37.000
1
TNAGTSA
45.000
1.12
50.400
1.40
0.280
1.740
A
EL
37.000
0.500
2.580
A
EL
67.000
0.80
0.280
1.120
A
EL
37.000
1
TNAGTSB
45.000
�3
1.11
49.950
1.40
0.280
1.720
A
EL
37.000
0.500
2.460
A
EL
67.000
0.80
0.280
1.110
A
EL
37.000
1
c
J
0
END BENT 1
10
L
m
SPAN A
LRFR SUMMARY
BENT 1
DESIGN
LOAD
LIMIT STATE
YDc
Yew
RATING
STRENGTH I
1.25
1.50
FACTORS
SERVICE III
1 1.00
1 1.00
NOTES-.
MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND
SERVICE III LIMIT STATES.
ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS
REQUIRED FOR DESIGN°
COMMENTS,.-
1. RATINGS ARE BASED ON THE BRIDGE HAVING A MINIMUM CONCRETE
OVERLAY OF 31/2" AND NO FUTURE WEARING SURFACE.
0
CONTROLLING LOAD RATING
ODESIGN
LOAD RATING (HL-93)
ODESIGN
LOAD RATING (HS-20)
OLEGAL
LOAD RATING
SEE CHART FOR VEHICLE TYPE
GIRDER LOCATION
I
- INTERIOR GIRDER
EL
- EXTERIOR LEFT GIRDER
ER
-EXTERIOR RIGHT GIRDER
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 -L-
�N

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1" I 1'-0"
0
7'-11"
18'-0"
15'-10" (CLEAR ROADWAY)
-L-
GRADE POINT
CONCRETE
WEARING
SURFACE
41/2" BRG.
31/2" 2 MID SPAN
o
7'-11"
VERTICAL CONCRETE
BARRIER RAIL (TYPe)
41/2" (�D C BRG.
31/2"2 MID SP
1'-0" I 1"
` SHEAR KEYS TO BE FILLED
WITH GROUT AFTER ALL
0a6" 6 L.R. TRANSVERSE ERECTION HAS BEEN
POST -TENSIONING STRAND COMPLETED AND AFTER
3,-0„ IN 21/2" 0 HOLES FINAL TENSIONING OF
(TYP,) TRANSVERSE STRANDS
6 PRESTRESSED CONCRETE CORED SLAB UNITS = 18'-0"
HALF SECTION
HALF SECTION
CONST. JTe o
(TYPo)
N ,
o #5 S11
♦: t
3" 12" VOIDS 3"
EXTERIOR SLAB SECTION
(FOR PRESTRESSED STRAND LAYOUT,SEE
INTERIOR SLAB SECTION.)
AT INTERMEDIATE DIAPHRAGMS TYPICAL SECTION THROUGH VOIDS
THE MAXIMUM VERTICAL CONCRETE BARRIER RAIL HEIGHT AND CONCRETE WEARING SURFACE THICKNESS IS SHOWN.
THE HEIGHT OF THE VERTICAL CONCRETE BARRIER RAIL AND CONCRETE WEARING SURFACE THICKNESS VARIES
WHILE THE TOP OF THE VERTICAL CONCRETE BARRIER RAIL FOLLOWS THE PROFILE OF THE GUTTERLINE.
G" X G" X 3"
BLOCKOUT FOR
JTo Q ANCHOR BOLT, 3/s
END BENT FILL RECESS
FOR JTo DETAIL WITH GROUT CONCRETE WEARING
SEE "CONCRETE WEARING
SURFACE" SHEET
GROUT
r 12"0
6,/
VOIDS
11/2„JTo
1 -11/2 '-----
i 21/2" 0 DOWEL HOLE
I I
2" 6 BACKER ROD i i ry
BEARING
& 7/8„ 0 X 3,_21/2„
i
ANCHOR BOLTS ,
SEE "END BENT"
ELASTOMERIC
BEARING PAD SHEETS FOR DETAILS
SECTION AT END BENT
PERMITTED THREADED INSERT
CAST IN OUTSIDE FACE OF
EXTERIOR UNIT AND
RECESSED %"o SIZE TO BE
DETERMINED
BY CONTRACTOR.---7
17
o a
D o a
THREADED INSERT DETAIL
SURFACE
SHEAR KEY DETAIL
NOTE.- OMIT SHEAR KEY ON OUTSIDE FACE
OF EXTERIOR CORED SLABS.
CL 0.6" 0 L.R. TRANSVERSE
POST -TENSIONING STRAND
HOLE FOR SHEATHED WITH A
TRANSVERSE STRAND NON -CORROSIVE PIPE.
-------------- oI I 5/8 x 5" x 10"
a° a°
o ----J L---- - STRAND VISE
_ o
OUTSIDE FACE 5" FILL RECESS
B
OF EXTERIOR 1/4„ 51/4" x 101/a„ I/q"
CORED SLAB
ELEVATION VIEW SECTION B-B
GROUTED RECESS AT END OF
POST —TENSIONED STRAND -CORED SLABS
3'- 0"
loll 1'-4" 10"
/--#5 S12
NOTES.
7/8" 0 ANCHOR BOLTS, NUTS, AND PLATE WASHERS FOR CORED SLAB UNITS
SHALL BE GALVANIZED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
BRG.
END OF CORE
SLAB UNIT
C EXTERIOR
CORED SLAB UNIT
TYPICAL PLAN
FIXED END (TYPo)
3,_0„ 4„
TOP OF
CORED SLAB 6" 2" 2"
loll 1'-4" loll UNIT (TYPo)
3" 11" 4" 4" 11" 3"
#4 "B„
12" 0 VOIDS 41'THREAD
c� (TYPe)
O N
P1
o _ + r
#� 7 0X ,_ I � 11/s�� 0 HOLES
—7
0 5 S11 ♦ ♦ ♦ P1 ANCHOR BOLTS2
♦� ��♦fit 2 SPA.
t♦ t t : Q 2"CTS. P1
3„ 5„ 5„ 3„ c�
2 SPA. 6 SPA. 2 SPA.
Cep 2" CTS. Q 2" CTS. 2 2" CTS.
INTERIOR SLAB SECTION (75' UNIT)
(29 STRANDS REQUIRED)
0.6" 0 L O W
RELAXATION STRAND LAYOUT
O BOND SHALL BE BROKEN ON THESE STRANDS FOR A
DISTANCE OF 8'-0"FROM END OF CORED SLAB UNIT.
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
O BOND SHALL BE BROKEN ON THESE STRANDS FOR A
DISTANCE OF 12'-O" FROM END OF CORED SLAB UNIT.
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
DEBONDING LEGEND
3,_0„
C 21/2 " 0
DOWEL HOLES
#5 S10
c� 3 _ I
END ELEVATION
JhUVVlINU I'LAULIVILIN I Ur UUUbLL J I iKKU1'J
AND LOCATION OF DOWEL HOLES.
(STRAND LAYOUT NOT SHOWN.)
INTERIOR SLAB UNIT SHOWN -EXTERIOR SLAB
UNIT SIMILAR EXCEPT SHEAR KEY LOCATION.
#4 S14
SECTION A —A
( FIXED )
P1 ( 48 REO'D. )
PLATE DETAILS
(FIXED)
BLOCKOUT DETAIL FOR ANCHOR BOLTS
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 1 OF 3
N
7'-11"
VERTICAL CONCRETE
BARRIER RAIL (TYPe)
41/2" (�D C BRG.
31/2"2 MID SP
1'-0" I 1"
` SHEAR KEYS TO BE FILLED
WITH GROUT AFTER ALL
0a6" 6 L.R. TRANSVERSE ERECTION HAS BEEN
POST -TENSIONING STRAND COMPLETED AND AFTER
3,-0„ IN 21/2" 0 HOLES FINAL TENSIONING OF
(TYP,) TRANSVERSE STRANDS
6 PRESTRESSED CONCRETE CORED SLAB UNITS = 18'-0"
HALF SECTION
HALF SECTION
CONST. JTe o
(TYPo)
N ,
o #5 S11
♦: t
3" 12" VOIDS 3"
EXTERIOR SLAB SECTION
(FOR PRESTRESSED STRAND LAYOUT,SEE
INTERIOR SLAB SECTION.)
AT INTERMEDIATE DIAPHRAGMS TYPICAL SECTION THROUGH VOIDS
THE MAXIMUM VERTICAL CONCRETE BARRIER RAIL HEIGHT AND CONCRETE WEARING SURFACE THICKNESS IS SHOWN.
THE HEIGHT OF THE VERTICAL CONCRETE BARRIER RAIL AND CONCRETE WEARING SURFACE THICKNESS VARIES
WHILE THE TOP OF THE VERTICAL CONCRETE BARRIER RAIL FOLLOWS THE PROFILE OF THE GUTTERLINE.
G" X G" X 3"
BLOCKOUT FOR
JTo Q ANCHOR BOLT, 3/s
END BENT FILL RECESS
FOR JTo DETAIL WITH GROUT CONCRETE WEARING
SEE "CONCRETE WEARING
SURFACE" SHEET
GROUT
r 12"0
6,/
VOIDS
11/2„JTo
1 -11/2 '-----
i 21/2" 0 DOWEL HOLE
I I
2" 6 BACKER ROD i i ry
BEARING
& 7/8„ 0 X 3,_21/2„
i
ANCHOR BOLTS ,
SEE "END BENT"
ELASTOMERIC
BEARING PAD SHEETS FOR DETAILS
SECTION AT END BENT
PERMITTED THREADED INSERT
CAST IN OUTSIDE FACE OF
EXTERIOR UNIT AND
RECESSED %"o SIZE TO BE
DETERMINED
BY CONTRACTOR.---7
17
o a
D o a
THREADED INSERT DETAIL
SURFACE
SHEAR KEY DETAIL
NOTE.- OMIT SHEAR KEY ON OUTSIDE FACE
OF EXTERIOR CORED SLABS.
CL 0.6" 0 L.R. TRANSVERSE
POST -TENSIONING STRAND
HOLE FOR SHEATHED WITH A
TRANSVERSE STRAND NON -CORROSIVE PIPE.
-------------- oI I 5/8 x 5" x 10"
a° a°
o ----J L---- - STRAND VISE
_ o
OUTSIDE FACE 5" FILL RECESS
B
OF EXTERIOR 1/4„ 51/4" x 101/a„ I/q"
CORED SLAB
ELEVATION VIEW SECTION B-B
GROUTED RECESS AT END OF
POST —TENSIONED STRAND -CORED SLABS
3'- 0"
loll 1'-4" 10"
/--#5 S12
NOTES.
7/8" 0 ANCHOR BOLTS, NUTS, AND PLATE WASHERS FOR CORED SLAB UNITS
SHALL BE GALVANIZED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
BRG.
END OF CORE
SLAB UNIT
C EXTERIOR
CORED SLAB UNIT
TYPICAL PLAN
FIXED END (TYPo)
3,_0„ 4„
TOP OF
CORED SLAB 6" 2" 2"
loll 1'-4" loll UNIT (TYPo)
3" 11" 4" 4" 11" 3"
#4 "B„
12" 0 VOIDS 41'THREAD
c� (TYPe)
O N
P1
o _ + r
#� 7 0X ,_ I � 11/s�� 0 HOLES
—7
0 5 S11 ♦ ♦ ♦ P1 ANCHOR BOLTS2
♦� ��♦fit 2 SPA.
t♦ t t : Q 2"CTS. P1
3„ 5„ 5„ 3„ c�
2 SPA. 6 SPA. 2 SPA.
Cep 2" CTS. Q 2" CTS. 2 2" CTS.
INTERIOR SLAB SECTION (75' UNIT)
(29 STRANDS REQUIRED)
0.6" 0 L O W
RELAXATION STRAND LAYOUT
O BOND SHALL BE BROKEN ON THESE STRANDS FOR A
DISTANCE OF 8'-0"FROM END OF CORED SLAB UNIT.
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
O BOND SHALL BE BROKEN ON THESE STRANDS FOR A
DISTANCE OF 12'-O" FROM END OF CORED SLAB UNIT.
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
DEBONDING LEGEND
3,_0„
C 21/2 " 0
DOWEL HOLES
#5 S10
c� 3 _ I
END ELEVATION
JhUVVlINU I'LAULIVILIN I Ur UUUbLL J I iKKU1'J
AND LOCATION OF DOWEL HOLES.
(STRAND LAYOUT NOT SHOWN.)
INTERIOR SLAB UNIT SHOWN -EXTERIOR SLAB
UNIT SIMILAR EXCEPT SHEAR KEY LOCATION.
#4 S14
SECTION A —A
( FIXED )
P1 ( 48 REO'D. )
PLATE DETAILS
(FIXED)
BLOCKOUT DETAIL FOR ANCHOR BOLTS
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 1 OF 3
N

ME
A
H
H
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00
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0
W
0
U
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25'-0" 25'-0" 25'-0"
12-#5 B25 IN SEE GROUTED 12-#5 B25 IN SEE DETAIL "B" 12-#5 B25 IN
VERTICAL CONCRETE RECESS DETAILS VERTICAL CONCRETE VERTICAL CONCRETE
BARRIER RAIL (TYPe) BARRIER RAIL �'' BARRIER RAIL
t. \ #5 S12 &
'. '. �
I II II II /
#5 S12 & GUTTERLINE
#5 S13 IIII IIII II
IIII IIII
#5 S11 q" ii ii ii ii #5 S11
(TYPJ i'� q" III ul 3'-0"
12" 0 VOIDS ""
TYP.) I IIII (TYPJ
IIII (TYPJ N7(TYP.EA.SLAB UNIT) IIII
-L-
#5 S12 &
#5 S13
O
SEE DETAIL "A"
(TYPo)
211211
III III
ul In
--------------- r---------------------- II III II �
-j''' I'I-------------------------- III III L----------------------J
-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ II II IIII
_ �,I„�------------- ------------IIII----------------------
- - - - - - - - - - - - - - - - - - - - - - J�IL �' 'I L------------ --
I II
n
� - �
II II
III III
II II
II
III
IIII
II
III
Will 1'-9"III
II
II ii SPLICE IIII SPLICE
Will III III
III III
45 S11
I "
IIII
I
IIII
II
'
`- #5 S11
I
0o6" 0 L.R. TRANSVERSE
'
i ii ii \—#4
POST -TENSIONING STRAND
GUTTERLINE B22 (TYPe)
IN 21/2" 0 HOLE (TYPe)
iili'i ili i'i (3 BAR RUNS)
_
12-#5 B25 IN 12-#5 B25 IN—// L
VERTICAL CONCRETE L c I/2" EXP.JT. VERTICAL CONCRETE
BARRIER RAIL MAT'L.IN RAIL BARRIER RAIL
(TYPo)
77-#5 S11 PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYPo EA. UNIT)
84-#5 S12 (SPACED AS SHOWN IN DETAIL "A") (TYPo EA. EXT. UNIT)
84-115 S13 (SPACED TO MATCH S12 IN VERTICAL CONCRETE BARRIER RAIL)
2 5'- 0 1 25'-0"
6„ Z 2�/2„ 0
DOWEL HOLES
& BLOCKOUTS
`N
00
i�
i
I
#5
S15
I
L —
�—
I
—
—
--
--
--
--
2-#4 S14
2-#5 S10
1" CLo
#5 S12
j
7-#5 S11 PAIRS
CD 9" CTS.
21/2" 8-#5 S12 2 6" CTSo 31/2„
DETAIL \\A"
#5 S11 (IN PAIRS)
7-12" 0
VOIDS
#5 S11 PAIRS
Cagy 1'-0'/ CTS.
#5 S12 2 1'-O" CTS. _
(TYPICAL EACH END OF UNIT)
NOTE°EXTERIOR UNIT SHOWN - INTERIOR
UNIT SIMILAR EXCEPT OMIT #5 S12 BARS.
75'-0"
PLAN OF UNIT
C I/2" EXP. JTo -
MAT'Lo IN RAIL
25'-0"
C 1/2" EXP. JTo
MAT/L. IN RAIL
(TYP.)
I „
211211 21/2
25'-0'/
"-12-#5 B25 IN
VERTICAL CONCRETE
BARRIER RAIL
25'-0"
12-#5 "B" BARS IN
\/FRTTr'AI r,nNIr,RF_T�
DETAIL "B"
El
El
El
211211
90 °-00'-00"
(TYPe)
#5 S12 &
#5 S13
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 2 OF 3
�N

Neq
BEARING PAD
81, „
1" 0 HOLES
3EARING PAD
- TYPE I -
FIXED END
( TYPE I - 12 REQ' D )
ELASTOMERIC BEARING DETAILS
ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESS.
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0
N�
1" 10" 1"
2" CL.
BILL OF MATERIAL
75'CORED SLAB
FOR
UNIT
ONE
EXTERIOR
UNIT
INTERIOR
UNIT
BAR
NUMBER
SIZE
TYPE
LENGTH
WEIGHT
LENGTH
WEIGHT
B22
6
#4
STR
26'-2"
105
26'-2"
105
S10
8
#5
3
4'-91,
40
4'-91,
40
S11
154
#5
3
5'-10"
937
5'-10"
937
* S12
84
#5
1
5'-11"
518
S14
4
#4
3
5'-7"
15
5'-7"
15
S15
4
#5
3
7'-1"
30
7'-1"
30
REINFORCING STEEL
Lk
1127
1127
EPDXY COATED
REINFORCING STEEL
LBS.
518
8500 P.S.I. CONCRETE
CU. YDS.
12.6
12.6
0.6" 0
L.R. STRANDS
No.
29
29
DEAD LOAD
DEFLECTION
AND CAMBER
3'-0"x 2'-0"
75' CORED
SLAB UNIT
0. 6" 6 L.R.
STRAND
CAMBER (SLAB
ALONE IN PLACE
)
2"
DEFLECTION DUE TO
SUPERIMPOSED DEAD LOAD
1„ +
FINAL CAMBER
1"
SECTION S-S
AT DAM IN OPEN JOINT
(THIS IS TO BE USED ONLY
WHEN SLIP FORM IS USED)
1/2" EXP. JTo MAT'L HELD IN
PLACE WITH GALVANIZED NAILS.
(NOTE- OMIT EXP. JTo MAT'L.
WHEN SLIP FORM IS USED)
�s
EE "PLAN OF
uivl i r OR SPACING
SECTION THRU RAIL
CONST.,
BAR TYPES
7" 6"
rn '
II \
6„ 7 Y4„
�o
S15 1'- 8/2
S14 2'-7"
V)
S11 2'-8" 06
S10 1'-9" 0 �,
0
cn � �
O \
, � N
ALL BAR DIMENSIONS ARE OUT TO OUT
CORED SLABS REQUIRED
NUMBER
LENGTHTOTAL
LENGTH
75' UNIT
EXTERIOR C.S.
2
75'-0/'
150'-0"
INTERIOR C.S.
4
75'-0"
300'-0/'
TOTAL
6
450'-0"
BILL OF
MATERIAL FOR VERTICAL CONCRETE
BARRIER RAIL
BAR
BARS PER PAIR OF EXTERIOR UNITS
TOTAL NO.
SIZE
TYPE
LENGTH
WEIGHT
75' UNIT
*B25
72
72
#5
STR
24'-7"
1846
*S13
168
168
#5
2
7'-2"
1256
*EPDXY COATED
REINFORCING STEEL
LBS.
3102
CLASS AA CONCRETE
CU.YDS.
19.7
TOTAL VERTICAL
CONCRETE BARRIER RAIL
LN.FT.
150.00
ELEVATION AT EXPANSION JOINTS
VERTICAL CONCRETE
BARRIER RAIL DETAILS
FIELE
#5
1'-01,
1" 10" 1"
END VIEW
FIELD BEND
"B" BARS
0
FIELI
CUT
#5 S1
2'-0"
�.. kJ NJ I o V 1 0
SIDE VIEW
END OF RAIL DETAILS
NOTES
ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL
CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE
WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS°
ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE GRADE 60 AND SHALL
BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE CORED SLABS.
RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDS.
THE 21/2"0 DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE FILLED WITH
NON -SHRINK GROUT.
THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND BREAKER.
SEE SECTION 1028 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS°
WHEN CORED SLABS ARE CAST, AN INTERNAL HOLD-DOWN SYSTEM SHALL BE EMPLOYED TO PREVENT
VOIDS FROM RISING OR MOVING SIDEWAYS. AT LEAST SIX WEEKS PRIOR TO CASTING CORED SLABS,
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND COMMENT, DETAILED DRAWINGS
OF THE PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS, LOCATION AND
SPACING OF THE HOLD-DOWNS SHALL BE INDICATED.
THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL BE DONE WHEN
THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN THE REQUIRED
STRENGTH SHOWN IN THE "CONCRETE RELEASE STRENGTH" TABLE.
ALL REINFORCING STEEL IN VERTICAL CONCRETE BARRIER RAILS SHALL BE EPDXY COATED.
PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT ENDS.
APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.
GROOVED CONTRACTION JOINTS,/2" IN DEPTH, SHALL BE TOOLED IN ALL EXPOSED FACES OF
THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE 825-10(B)OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.A CONTRACTION JOINT SHALL BE
LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS. ONLY ONE
CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET
IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10
FEET IN LENGTH.
FLAME CUTTING OF THE TRANSVERSE POST -TENSIONING STRAND IS NOT ALLOWED.
MAINTAIN A SYMMETRIC TENSION FORCE BETWEEN EACH PAIR OF TRANSVERSE POST TENSIONING
STRANDS IN THE DIAPHRAGM.
THE 1*5 S11 STIRRUPS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1"CLEAR TO THE
GROUTED RECESS.
FOR GROUT FOR STRUCTURES, GENERAL DRAWING NOTES.
THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE CONTRACTOR TO ATTACH
FALSEWORK AND FORMWORK DURING CONSTRUCTION°
THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SIZED BY THE
CONTRACTOR, SPACED AT 4'-0"CENTERS AND GALVANIZED IN ACCORDANCE WITH SECTION
1076 OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS°
STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATE.
THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR IMMEDIATELY
FOLLOWING REMOVAL OF THE FALSEWORK.
WHEN A CONCRETE WEARING SURFACE IS DETAILED ON THE CORED SLAB BRIDGE TYPICAL
SECTION, THE TOP SURFACE OF THE CORED SLAB UNITS SHALL HAVE A %/,RAKED FINISH.
PRESTRESSED CONCRETE CORED SLAB UNITS SHALL CONTAIN CALCIUM NITRITE CORROSION
INHIBITOR IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
PRESTRESSED CONCRETE CORED SLAB UNITS ARE DESIGNED FOR 0 PSI TENSION IN THE
PRECOMPRESSED TENSTLE ZONE UNDER ALL LOADING CONDITIONS°
CONCRETE RELEASE STRENGTH
UNIT
PSI
75' UNITS
6000
GRADE 270 STRANDS
0.6" 0 L.R
AREA
( SQUARE INCHES )
0.217
ULTIMATE STRENGTH
58,600
( LBS. PER STRAND)
APPLIED PRESTRESS
43,950
( LBS. PER STRAND )
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 3 OF 3
6:N

NOTES.
PLACEMENT OF THE CONCRETE WEARING SURFACE SHALL OCCUR
AFTER CASTING THE VERTICAL CONCRETE BARRIER RAIL.
1;
L
m
4 1/2
NOTE. MAXIMUM SPACING OF
BEAM BOLSTERS IS 2'-0"
75'-3"
LENGTH OF CONCRETE WEARING SURFACE
150-#3 R1 Q 6" CTS.
4 1/2
GUTTERLINE liv— —ir
1,_Q„ A A
(TYPo)
0
SPAN A
GUTTERLINE
-L-
PLAN SHOWING CONCRETE WEARING SURFACE REINFORCING STEEL
'/2" HIGH B.B. Cagy MIDSPAN
REINFORCING FOR CONCRETE WEARING SURFACE
* * BASED ON PREDICTED FINAL CAMBER AND THEORETICAL GRADE LINE ELEVATIONS
—FILL FACE
Q END BENT 2
W.P. #2
CONST. JTa
(TYPo)
ALL REINFORCING FOR CONCRETE WEARING SURFACE SHALL
BE EPDXY COATED.
EPDXY WELDED WIRE FABRIC REINFORCING MAY BE USED IN
LIEU OF #3 R1 AND #3 R2 EPDXY REINFORCING STEEL. FOR
WELD WIRE FABRIC DESIGNATION, SEE BILL OF MATERIAL
BELOW.
BILL OF MATERIAL FOR
CONCRETE WEARING SURFACE
BAR
N0.
SIZE
TYPE
LENGTH
WEIGHT
R1
150
#3
STR
15'-6"
874
R2
62
#3
SIR
38'-1"
888
EPDXY COATED REINFORCING STEEL 1762 LBS.
CONCRETE WEARING SURFACE
1,191 SO. FT.
ALTERNATE REINFORCING
EPDXY COATED WELDED
WIRE FABRIC 6x6 - W12xW12
OR 4x4 - 8x8
1,191 SO. FT.
SPLICE LENGTH CHART
BAR SIZE
EPDXY COATED
#3
1'-3"
BACKWALL
N
CONST. JTa
SECTION
CONCRETE
WEARING
SURFACE
JOINT SEALER
MATERIAL
%" SAWED OPENING
THE JOINT OPENING AT THE BACKWALL/DECK INTERFACE SHALL BE
SAWED NO MORE THAN 12 HOURS AFTER THE CONCRETE WEARING
SURFACE IS CAST. THE JOINT SHALL BE CLEANED OF ALL DEBRIS
BEFORE THE SEALANT IS APPLIED. THE JOINT SEALER MATERIAL
SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1028-3 OF
THE STANDARD SPECIFICATIONS.
GROOVING BRIDGE FLOORS
BRIDGE WEARING SURFACE 961 SOFT.
PROJECT N0. N40085-19-0159
ONSLOW rni iniTY
STATION: 12+87e50 —L—
�N

NOTES
� GUARDRAIL
ANCHOR ASSE
C 11/16" 0 HOLES (
1/4" HOLD—DOW
Q
U
�j
Q)
m
11"
411 411
PLAN
1/4" HOLD—DOWN
C GUARDR4
ANCHOR ASS
SECTION E-E
FnR I n('ATToNi nF (;IIDRnRATI 0NI('HnR
30LT
TOP OF CONCRETE
WEARING SURFACE
GUARDRAIL ANCHOR ASSEMBLY DETAILS
F+E
ELEVATION
END OF CORED
SLAB UNIT
PLAN
LOCATION OF
ANCHORS FOR GUARDRAIL
END BENT #1 SHOWN, END BENT #2 SIMILAR°
THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A 1/4" HOLD DOWN PLATE AND
7 — 7/8" 0 BOLTS WITH NUTS AND WASHERS.
THE HOLD—DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36.AFTER
FABRICATION, THE HOLD—DOWN PLATE SHALL BE HOT —DIP GALVANIZED IN ACCORDANCE
WITH AASHTO M1110
BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL
CONFORM TO THE REQUIREMENTS OF AASHTO M2910 BOLTS, NUTS AND WASHERS SHALL
BE GALVANIZED° (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS, NUTS
AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE % " 0 GALVANIZED BOLTS,
NUTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL
REQUIREMENTS OF ASTM A307.THE USE OF THIS ALTERNATE SHALL BE APPROVED BY
THE ENGINEER.)
THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH
GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL. FOR POINTS OF
ATTACHMENT, SEE SKETCH.
AFTER INSTALLATION, THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A
SHARP POINTED TOOL.
THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE VERTICAL
CONCRETE BARRIER RAIL TO CLEAR ASSEMBLY BOLTS.
THE 11/A" 0 HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS
WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED
TO THE SATISFACTION OF THE ENGINEER°
r
END OF CORED END OF CORED
SLAB UNITS CD SLAB UNITS 2
END BENT 1 END BENT 2
SKETCH SHOWING
POINTS OF ATTACHMENT
DENOTES GUARDRAIL ANCHOR ASSEMBLY
PROJECT NO. N40085-19-0159
ONSLOW
STATION:
COUNTY
12+87050 -L-

POUF
B A C K W
UPPER
OF W
POUR #1
CAP, LOWER
PART OF WING`.
CONCRETE COLL
1;
Q)
L
m
EL. 6.78
OF BACKV
& WINGS
Iml
(TYP.)
( I Yro LA. LNU)
CL HP 12 X 53
STEEL PILES
PLAN
WORKLINE
') it ++ A \/ 1 /\ 1/ n // n T C' r A r A (` r
ELEVATION
FOR SECTION A -A, SEE SHEET 4 OF 40
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY°
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL", SHEET 4 OF 40
9
ST. JTo
BOTT.OF CAP
EL. -1.69
(LEVEL)
NOTES
STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.
THE CONCRETE SHALL CONTAIN SILICA FUME.SILICA FUME SHALL BE
SUBSTITUTED FOR 5% OF THE PORTLAND CEMENT BY WEIGHT. IF THE
OPTION OF ARTICLE 1024-1 OF THE STANDARD SPECIFICATIONS TO
PARTIALLY SUBSTITUTE CLASS F FLY ASH FOR PORTLAND CEMENT IS
EXERCISED, THEN THE RATE OF FLY ASH SUBSTITUTION SHALL BE
REDUCED TO 1.0 LB OF FLY ASH PER 1.0 LB.
FOR SECTION A -A, SEE SHEET 4 OF 40
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 1 OF 4
c N

(TYP.)
NOTES
POUF
BACKW
UPPER
OF W
POUR #1
CAP, LOWER
PART OF WING`.
CONCRETE COLL
1;
Q)
L
m
�H
N
ELo 6.16
TOP OF BACK*
& WINGS
01
( I Yro LA. LNU)
CL HP 12 X 53
STEEL PILES
PLAN
WORKLINE
') it ++ A \/ 1 /\ 1/ n // n T C' r A r A (` r
ELEVATION
FOR SECTION A -A, SEE SHEET 4 OF 40
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY°
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL", SHEET 4 OF 40
ST. JTo
BOTT.OF CAP
EL. -2.28
(LEVEL)
STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.
THE CONCRETE SHALL CONTAIN SILICA FUME.SILICA FUME SHALL BE
SUBSTITUTED FOR 5% OF THE PORTLAND CEMENT BY WEIGHT. IF THE
OPTION OF ARTICLE 1024-1 OF THE STANDARD SPECIFICATIONS TO
PARTIALLY SUBSTITUTE CLASS F FLY ASH FOR PORTLAND CEMENT IS
EXERCISED, THEN THE RATE OF FLY ASH SUBSTITUTION SHALL BE
REDUCED TO 1.0 LB OF FLY ASH PER 1.0 LB.
FOR SECTION A -A, SEE SHEET 4 OF 40
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
SHEET 2 OF 4
c N

0
1;
L
m
2
-9"
1'-91,
1'-01,
Qc
#4 K1 (EA. FACE) —\
CV
O
W
3" CLe
1'-9" 1 10'-0"
PLAN OF WING
#4 V1 BARS (EA. FACE) 3"
(SPACED AS SHOWN ABOVE)
TOP OF WING
(LEVEL)
CONST. JTe
1
BOTTOM OF WING X 4" HIGH B.B. BPI
(LEVEL) 2 5'-0" CTS.
ELEVATION OF WING n
-
Q
n
V)
N
G
Q
00
0 0
I
r�-
r-
2
rs
3" CL.
10'-01,
2 -9
1'-01,
1'-9"
PLAN OF WING (W2
Y
#4 V1 RARE (FA_ FA(F)
5'-0" CTS. lLC V CL)
ELEVATION OF WING(W2
(EA. FACE)
D
r-
LL
a
a
LC
#
1
m
1'-0"
3" CLo � � 3"CLe
#4 V1
=ILL FACE
ONST. JTo
4"HIGH BoBo
SECTION X-X
1'-01,
#4 V1
ONST. JTo
r niUn uvue
SECTION Y-Y
PROJECT NO. N40085-19-0159
D
ONSLOW COUNTY
STATION: 12+87.50 -L-
SHEET 3 OF 4
N

IN
L
m
N
MINIMUM OF 3- ONE CUBIC
FOOT BAGS OF #78M STONE.
BAGS SHALL BE OF POROUS
FABRIC,SECURELY TIED.
6"( MIN.) PIPE 6" ( MIN.) PIPE
FOR DRAINAGE _ _ _ _ _ _ _ _ _ _ _ _ FOR DRAINAGE
GRADE TO DRAIN GRADE TO DRAIN
TOE OF SLOPE TOE OF SLOPE
BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION
OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE, CORRUGATED
STEEL, CORRUGATED ALUMINUM ALLOY, OR CORRUGATED PLASTIC. PERFORATED
PIPE WILL NOT BE ALLOWED.
BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT
IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT
ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER.
BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER-
MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.
TEMPORARY DRAINAGE AT END BENT
BEARING
1"X 8"X
ELASTOMERI
PAD (TYPE I
CORED
SLAB UNIT
DETAIL "A"
)11211
W NUTS
;S TO
1„
2
(END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION)
FILL FACE
CONCRETE
COLLAR
BACK GOUGE
DETAIL B
BACK GOUGE
DETAIL A
� v
PILE VERTICAL
PILE HORIZONTAL
0
00
xo -
0
0
OR VERTICAL
600 +10 0
-0
~ 0" TO I/8"
DETAIL A
0
0 DETAIL B
POSITION OF PILE DURING WELDING.
PILE SPLICE DETAILS
BOTTOM OF CAP
(TYP. EACH PILE) CL HP 12 X 53
STEEL PILE
2'-0"
PLAN ELEVATION
CORROSION PROTECTION FOR STEEL PILES DETAIL
(END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION)
DRAWN BY o B.C. HUNT DATE e 1-20
CHECKED BY o G.M. GILLAND DATE : 1-20
1_#
EA.
ON
i
1'-0" 11 10"
BAR TYPES
HK. ®_D HK.
1'-3" 23'-4" 1'-3"
41/2 „ 2'- 3 „ 41/2 „
T T
HK. ( HK.
O
6"
2'-3„
ALL BAR DIMENSIONS ARE OUT TO OUT.
END BENT Noo 1 END BENT No. 2
HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES
NO-4 LIN. FT.= 260 NO-4 LIN. FT.= 280
PILE REDRIVES NO.2 PILE REDRIVES NO.2
0
1'-3" LAP
L-n
Ln
%/' 0 x 3,_21/2„
1'-71/2„ ANCHOR BOLT/W NUTS
ANIF) P 1A1Acu�:_QQ rFnQ 1\10T�Q Q.
1'-3"
BEDMENT
BILL OF MATERIAL
FOR ONE END BENT
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
* B1
8
#9
1
25'-10"
703
*B2
10
#5
STR
23'-G"
245
*B3
4
#4
STR
23'-6"
63
*B4
6
#4
STR
2'-3"
9
* H1
48
#5
2
9'-10"
492
K1
6
#4
STR
23'-6"
94
* S1
28
#4
3
13'-11"
260
*S2
28
#4
4
3'-0"
56
*S3
16
#4
5
6'-6"
69
* U1
24
#4
6
3'-0"
48
* V1
88
#4
STR
7'-10"
460
*EPDXY COATED REINFORCING STEEL
(FOR ONE END BENT) 2499 LBS.
CLASS A CONCRETE BREAKDOWN
(FOR ONE END BENT)
CAP, LOWER PART 19.4 C.Y.
OF WINGS & COLLARS
POUR #2 BACKWALL & 3.8 C.Y.
UPPER PART OF
WINGS
TOTAL CLASS A CONCRETE 23.2 C.Y.
ANCHOR BOLTS
%'/ 0 x 3'-21/2" ANCHOR BOLTS
WITH WASHERS AND NUTS 12 EA.
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATIONS 12+87050 -L-
SHEET 4 OF 4
ENGINEER OF RECORD
U.S. MARINE CORPS BASE
CAMP LEJEUNE,NORTH CAROLINA
R� ,.. A 04
PRL KA[Re PUATEND BENT Noo 1 & 2
dD N� IXIE 1FdA Q�gkS Il �®N
ir''•tiGIN.:'
DETAILS
We/
ETHERILL
(CONCRETE COLLAR NOT SHOWN FOR CLARITY. ENGINEERING REVISIONS SHEET NO.
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL.") 1223 Jones Franklin Rd. N0. BY: DATE: N0. BY: DATE: 5-12
Raleigh, N.C. 27606
DOCUMENT NOT CONSIDERED FINAL Bus: 9198518077 TOTAL
SHEETS
Fax: [phone]
UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 1 14 13
SECTION A -A

1;
L
m
SHOULDER LINE
C+
(a) END BENT 1
1'-7" MIN. BERM
NORMAL TO CAP
�i EL. O.68 2 END BENT 1
SLOPE 1'/?01
1'-O" MIN. EARTH BERM
NORMAL TO CAP
GEOTEXTILE
SECTION H-H
�GROUD LINE
2 END BENT 2
1'-7" MIN. BERM
NORMAL TO CAP
I I
L---
EL. O.68 2 END BENT 1
' EL. O.09 2 END BENT 2
r SLOPE 11/20 1
2'-0"
�GROUD LINE
1'-O" MIN. EARTH BERM
NORMAL TO CAP
GEOTEXTILE
0
rL /
C SECTION
BERM RIP RAPPED
C�
SECTION C-C
ESTIMATED QUANTITIES
BRIDGE
RIP RAP
GEOTEXTILE
STA.12+87.50 -L-
CLASS II
FOR DRAINAGE
(2'-0" THICK)
TONS
SQUARE YARDS
END BENT 1
50
55
END BENT 2
75
85
ROUND LINE
PROJECT N0. N40085-19-0159
ONSLOW COUNTY
STATION: 12+87e50 —L—
�N