20170938 Ver 2_More Information Received_20190424

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 2
20170938
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Paul Wojoski:EADS\pavtojoski
Select Reviewing Office:* Central Office - [phone]
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Application Attachments
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Yes
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No

Project Submittal Form
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mandatory questions are answered.
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r Pre -Application Submittal
r More Information Response
r Other Agency Comments
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Project Information
Existing ID #: Existing Version:
20170938 2
20170001 (no dashes)
Project Name: Carolina Connector Intermodal Rail Terminal and Line of Road Improvements
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Edgecombe
Nash
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docurrent
00 DWR RAI Response Letter CSX IP 04.17.19.pdf
212.94KB
Attach ment_01—CSX USACE_
6.22MB
RAI_Response_03.22.19 v2.pdf
Attachment_02_CSX USACE_ form_ 4345_p3signe...
5.11 MB
Attach ment_03_Appendix F_Riparian Buffer
6.34M6
Authorization. pdf
Attach ment_04_EandS_Plan_Sheets.pdf
2.87MB
Attachment_05_Rocky Mt Stormwater plans.pdf
24.26MB
Attach ment_06_PlanviewDrawings sheets1-4.pdf
35.7MB
Attach ment_07_Figure 14a. rev Mitigation Work
835.49KB
Plan.pdf
Attach ment_08_Figure 17. rev PRMP.pdf
891.85KB
Attach ment_09_Figure 18 Proposed Planting
1.08M6
Plan.pdf
Attach ment_10_Figure 14b. rev Mitigation Work
855.19KB
Plan.pdf
q_1 Revised Pgs CCX Permit Drawings 04.09.19.pdf
3.06MB
REDUC Environmental Report Figures.pdf
3.35MB
CCX Environmental Report_01-17-19.pdf
1.19MB
Only pdf or krm files are accepted.
Describe the attachments:
Wood has uploaded the CCX Environmental Report (01-17-19), the wetland/stream impact drawings (q_1
revised pgs CCX Permit Drawings 04.09.19), and the Environmental Report Figures. In addition, Response to
March 28, 2019 DWR letter (00 DWR RAI Response letter CSX IP 04.17.19) and attachments 01 through 10.
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:
Submittal Date: 04/24/19
Is filled in autorratically.

1

Mr. Paul Wojoski 17 April 2019
401 & Buffer Permitting Branch
NC Division of Water Resources Department of Environmental Quality
512 North Salisbury Street (Archdale Building), Suite 942-F
Raleigh, North Carolina 27604

RE: Response to Request for Additional Information
DWR # 17-0938 v2X
Carolina Connector Intermodal Rail Terminal and Line of Road
Improvements - Individual Permit Application

Dear Mr. Wojoski:

CSX Transportation, Inc. (CSX) and the co-applicant, the North Carolina Department of
Transportation (NCDOT), in consultation with Wood Environment & Infrastructure
Solutions, Inc. (Wood), submitted a standard permit application to the Raleigh
Regulatory Field Office of the U.S. Army Corps of Engineers (USACE) for issuance of
Section 404 Individual Permit (IP) (USACE Action ID SAW -2016-02338) for the Carolina
Connector Intermodal Rail Terminal (CCX) and Line of Road Improvements in Rocky
Mount, Edgecombe and Nash Counties. The application and supporting documents
were also provided to the North Carolina Department of Environmental Quality
(NCDEQ), Division of Water Resources (Division/DWR), as requesting an Individual
Water Quality Certification from the DWR for the project. On January 29, 2019, the
Division received the application dated January 17, 2019, requesting a modification to
Individual Water Quality Certification and Buffer Authorization DWR # 17-0938 v2X for
the subject project. On February 1, 2019, the USACE issued a Public Notice for the
project that expired on March 3, 2019 and was received by the Division on February 1,
2019. DWR subsequently determined that the application was incomplete and could not
be processed until specific information was provided to the Division. The
information/respective responses are presented below with requested materials
enclosed for the Division to review and consider the application to be complete.

General/Administrative Information

Item Number 1

The application and supporting documents you uploaded to the Divisions online
Laserfishe repository is one file, 4,588 pages in length. Many pages contained rendering
errors making them unreadable. The large size of the file and lack of electronic indexing
causes difficultly in loading and reviewing. Please re-upload the application and
supporting documents, breaking up the file as appropriate to smaller parts/sections that
are legible.
Response
The application and supporting documents will be provided (uploaded to Division
Laserfishe repository after receiving authorization/access from DWR) to the Division in a
digital format separated by section to facilitate review.

2
Item Number 2

Please copy the Division on any response to USACE request for more information sent
March 14, 2019, including any response to address comments received during the
USACE public notice period.

Response
A copy of the response (dated 22 March 2019) to the USACE Request for Additional
Information is included as Attachment 1.

Item Number 3

The USACE individual permit application page 3 of 3 was not signed by CSX
Transportation, Inc., or the authorized agent. Please provide a signature page.

Response
The requested signature page, as signed by CSX Transportation, Inc., is included as
Attachment 2.

Item Number 4

The Division of Water Resources Riparian Buffer Authorization Form was not signed
(page 6 of 6). Please provide a signature page.

Response
The requested signature page for the DWR Riparian Buffer Authorization Form is
included as Attachment 3.

Item Number 5

Please provide a close-up, detailed, plan view of the stream impacts that consist of
culvert installation. Is any rip-rap proposed with culvert installation? Does the impact
table account for temporary impacts associated with the installation? Please list all
temporary impacts separately from permanent impacts.

Response
Close-up, detailed, plan-view drawings of the stream impacts associated with culvert
installation are provided as Attachment 4. Sheets ES-402 & ES-403 show details for the
rock-lined channel and outlet protection. All outfalls will have Rock Channel Protection
per City of Rocky Mount Standard Drawing 3.22, with the Riprap sized in accordance
with the NCDEQ Erosion and Sediment Control Planning and Design Manual. Where
indicated, ditches will be lined with stone in accordance with City of Rocky Mount
Standard Drawing 3.10, with rock sized in accordance with the manual.

All impacts within the shown Limits of Disturbance are permanent. There are no
temporary impacts proposed on the Site.

Item Number 6

On page ES-2, executive summary of the Environmental Report, bottom paragraph, 277,
708 SF of buffer credit is cited as the quantity needed to offset the proposed impacts.

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According to the application documents 666,162 SF of buffer mitigation is needed.
Please clarify and correct if necessary.

Response
Page ES-2 of the Environmental Report (ER) has been revised to reflect the correct
riparian buffer impacts and mitigation credits as follows: 277,708 sq. ft. of riparian
impacts for Zone 1 and 2 requiring 662,112 sq. ft. of Tar-Pamlico Riparian Buffer
Compensatory Mitigation Credits. The revised ER is included with the new application
package which will be uploaded to the Division’s online Laserfishe repository as
requested in Item #1.

Item Number 7

Provide a final SEPA approval issued from the State Clearing House. Please be advised
that while work on an environmental document is in progress, no Department of
Environmental Quality (DEQ) agency shall undertake any action which might limit the
choice among alternatives or otherwise prejudice the ultimate decision on the issue.
[15A NCAC 0lC .0107].

Response
The Council on Environmental Quality released a memorandum to compare/contrast the
National Environmental Policy Act (NEPA) with the North Carolina State Environmental
Policy Act (SEPA). In the memorandum, it states that, “[w]here a North Carolina agency
is required to prepare or comment on an environmental document under Federal Law,
the agency does not have to prepare an additional environmental document under SEPA
if the NEPA document or comment meets the requirements of SEPA”.

Through the Section 404 IP process, the USACE is preparing a Corps EA for this
project, which completes the NEPA requirement. Hence, the SEPA requirement is met.

Stormwater

Item Number 8

Has the stormwater management plan been submitted to the City of Rocky Mount for
approval? If so, please provide a copy of the stormwater design drawings.

Response
The Stormwater Management Plan for the CCX and Line of Road Improvements project
has been submitted to the City of Rocky Mount for approval. A copy of the stormwater
design drawings is included as Attachment 5.

Item Number 9

Please provide information on the stormwater management for the undetained areas.
How much impervious surface is proposed in each undetained area? Where will the
stormwater flow and will vegetative receiving areas be provided?

Response
With the proposed BMPs, 99% of the proposed impervious area will be treated for water
quality, and with the exception of a portion of the entrance drive will also be treated for

4
water quantity. Below is a summary of what is included in each undetained area, and in
addition see Attachment 6:

• Undetained 101 - includes a portion of the impervious site access drive and north
lead track but is primarily undeveloped area. The only undetained impervious
area is along the access drive (1.12 acres) as shown in the attached exhibit.
There is not stormwater detention for the roadway, but it is treated by a grass
swale for water quality, and this was accounted for within the nutrient
calculations. While this area does not have stormwater detention, the increased
flows from the roadway were accounted for in the overall release rate for Area
101.
• Undetained 102 - entirely undeveloped grass, field, and woods.
• Undetained 103 - primarily undeveloped grass, field, and woods; includes a
portion of the gravel drive for cemetery access (1.06 acres)
• Undetained 104 - primarily undeveloped grass, field, and woods; includes a
portion of the gravel drive for cemetery access (0.88 acres) and also a small
portion of the south lead track near the connection to the mainline.

Mitigation – General Comments

The Division has reviewed the Swift Creek Permittee Responsible Mitigation Plan
(PRMP) and has the following general comments regarding the mitigation plan:

Item Number 10

Throughout the document, please change Department of Environmental Quality (DEQ)
to Division of Water Resources (DWR).

Response
This requested change will be made throughout the revised PRMP.

Item Number 11

The conservation easement is for both the DWR & USACE but is noted throughout as
the "USACE easement." There is a template that has been approved by the DWR &
USACE for easements. Please use this template for the PRMP.

Response
The model conservation easement template provided in Appendix B was obtained from
the USACE Wilmington District website. The PRMP will be revised to reflect the
conservation easement as “NCDWR/USACE easement”.

Mitigation – Stream and Wetland Mitigation Plans

The Division has reviewed the Swift Creek Permittee Responsible Mitigation Plan
(PRMP) and has the following comments regarding the stream and wetland
mitigation plans [15A NCAC 02H .0502(h)]:

5
Item Number 12

Instead of labeling and referring to features as "Relatively Permanent Waters
(RPW)s," label as "stream" or "ditch."

Response
This requested change will be made throughout the revised PRMP.

Item Number 13

Figure 10 "Aquatic Resources Map" shows UT-Kl and UT-K2 as ditches, however, figure
14a shows these features as stream preservation. These features should not be listed
as stream preservation.

Response
On Figure 14a UT-K1/I-1 and UT-K-2/I-2 were shown as preservation for graphical
purposes only. These aquatic features were not included in the mitigation work plan
summary table included on Figure 14a. Figure 14a has been revised (Attachment 7) to
show the features as ditches rather than preserved streams and is included in the
revised PRMP.

Item Number 14

The Division recommends the ratio for reach B-1 be 10:1.

Response
The Applicants and their Agents request further clarification/justification for the proposed
stream preservation ratio for reach B-1 being decreased from 5:1 to 10:1. The Division
previously approved the use of a stream preservation ratio of 5:1 with the 401 approval
letter dated December 21, 2017. The Applicants and their Agents contend that the
uplands/buffers within the PRMP project and the eventual bank site provide significant
protection above and beyond the typical requirements. In addition, the PRM site seeks to
restore, enhance, and preserve headwater stream and wetland systems that flow directly
to Swift Creek, known to provide habitat for the Tar River Spinymussel and Yellow
Lance, both on the List of Endangered and Threatened Wildlife.

Item Number 15

Section 5.1.1- The mitigation credits listed in the first bullet appear to be for the entire
site as proposed in the previous authorization request, not the current credits as shown
in Table 2, please revise.

Response
The first bullet in Section 5.1.1 will be revised in the PRMP to reflect the proposed
mitigation credit requirement for the project.

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Item Number 16

Section 5.8.1.2 - Wetland Hydrology- The Division recommends the wetland
hydrology performance criteria for the Roanoke soils on this site be at least 10%.
While the current October 2016 Mitigation Update lists Roanoke soils as 9-12%, the
Inter-agency Review Team (IRT) has recently revised some of the ranges and the
Roanoke soil series now shows a range of 10-12%. In addition, the success criteria
for years 1 and 2 remains 10%, any changes are up to the discretion of the USACE
Project Manager and/or the IRT.

Response
The Division previously approved the stated hydrology performance criteria under
Section 5.8.1.2 with 401 approval letter dated December 21, 2017. Under Section
5.8.1.2 of the PRMP, the performance criteria were stated as follows: “Wetland
hydrology will be considered established if well data from the wetland enhancement
areas indicate that groundwater is within 12 inches of the soil surface for 7% target
saturation period for monitoring years one and two, and 9-12% for monitoring years
three through seven of the annual growing seasons during normal weather conditions.”

The Applicants and their Agents concur with the increase in the revised range for
Roanoke Soils (10%-12%), however, contend that the performance criteria be adjusted
to 10% for monitoring years three through seven and maintain the 7% target saturation
for monitoring years one and two is sufficient. Given the existing conditions and historical
framing practices utilized at the proposed PRM site, associated with the ditching and
draining of existing wetlands and historically hydric areas, the groundwater table has
most likely been lowered well below naturally occurring wetland systems. It is anticipated
that once the restoration activities are complete, it will take some time for the
groundwater hydrology to naturalize with the proposed modifications. The 7% target
saturation for monitoring years one and two, and 10% for monitoring years three through
seven will provide adequate time for the proposed wetland enhancement areas to
naturalize. If the 10% requirement is not being met by the end of monitoring year three,
then adaptive management in consultation with the Division and the USACE may be
required.

Section 5.8.1.2 of the PRMP will be revised to reflect the requested change from 9% to
10% target saturation.

Item Number 17

Figure 8 shows the USGS flow paths for the proposed project. Figure 14a shows the
proposed Mitigation Work Plan. It appears that the supporting hydrology for Tributary
K will remove much of the supporting hydrology that would contribute to Tributary B1.
The Division is concerned that there will not be enough flow to maintain even an
intermittent channel throughout the monitoring period. Please realize that to receive
stream mitigation credit, Tributary B1 must show the appropriate channel features and
flow to earn credit. The Division recommends installing a stream gauge mid-reach on
B1 to verify throughout the monitoring period.

Response
The Applicants and their Agent concur that the proposed mitigation work plan will direct
surface and groundwater flow from Wetland No. 2 shown on Figure 10 in Appendix A of

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the PRMP. However, the natural hydrology and flow of land was previously diverted
through historic farming practices by the construction of stream/ditch UT -1, also shown
on Figure 10.

The proposed mitigation work plan, through the construction of Tributary K, proposes to
restore the historic flow path of surface waters to the site and does not consider the
diversion of flow to be a significant portion of Tributary B-1’s hydrology. Additionally,
Tributary B-1 originates off-site and the majority of this stream system flows along the
northwestern property boundary as shown on Figure 10. The Applicants and their
Agents concur that Tributary B-1 must show the appropriate stream features following
the monitoring period to earn mitigation credit and agree to install a stream gauge along
Tributary B-1 to verify hydrology in accordance with the proposed monitoring period and
performance requirements. Figure 17 is provided as Attachment 8. Appendix A in the
PRMP will be revised to reflect this requested modification.

Item Number 18

Figure 17 - The Division recommends adding monitoring gauges, one near station
50+50 (design sheet A12) and one near station 59+00 (design sheet A13).

Response
The Applicants and their Agents agree to add stream gauges near Station 50+50 and
59+00. Figure 17 is provided as Attachment 8. Appendix A in the PRMP will be revised
to reflect this requested modification.

Item Number 19

Design sheets - the design shows a single thread channel (A0l and A02} extending well
beyond the Intermittent/Perennial point as seen on Figure 10. The headwater
restoration should begin near the bottom of A02 near station 06+00. In addition, the
sheets show a single thread channel. The Division recommends grading a floodplain
valley (very shallow with minimal grading and nearly flat side slopes) with wood placed
in the lowest part of the valley to provide opportunity for bed diversity formation. The
Division believes headwater restoration is the preferred method for reaches K and
Upper A-1, and the development of a single thread would probably not be likely until
near the confluence of A-1 and K. Moreover, a headwater stream method is preferable
for B-2 until the road. Please note comment #15 as it affects reach B-2 as well.

Response
The Applicants and their Agents concur regarding proposed construction methods for
the headwater stream portions of the proposed PRMP. The single thread channel
illustrated on the 30% Design Drawings within the designated headwater restoration
areas shown on Figure 14a (Attachment 7) in Appendix A was illustrated for graphical
purposes only.

The Applicants and their Agents concur that the headwater restoration is appropriate for
the upper reaches of Tributary A-1 as illustrated on Figure 14a (Attachment 7) in
Appendix A; however, does not agree that Tributary K and the portion of B-2 beyond the
confluence with Tributary A-1 should be considered for headwater restoration. It is
anticipated that the hydrology provided by Wetland No. 2 will support a single thread
channel as currently exhibited by UT-1 shown on Figure 10 in Appendix A. Additionally,

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it is anticipated that the hydrology for Tributary B-2 downstream of the confluence with
Tributary A-1 to the existing road crossing is sufficient to support a single thread
channel. The estimated watershed for this section of stream is 0.2 sq. miles.

Item Number 20

Stream mitigation credit for headwater stream restoration is calculated using valley
length not from a meandering single thread channel.

Response
The Applicants and their Agents concur that the mitigation credit for headwater stream
restoration be based on the on the valley length and not from the meandering single
thread channel. The proposed restoration reach links provided in Table 2 of the PRMP
for Tributary A-1 (Headwater) and Tributary B-2 (Headwater) were based on the
estimated valley length for each proposed headwater restoration reaches (see
Attachment 7 Figure 14a Table 2).

Item Number 21

The Division recommends a stream gauge be placed mid reach for reaches B-2, K,
and upper A-1.

Response
The Applicants and their Agents concur with this request to add stream gauges along
the proposed restoration reaches B-2, K, and Upper A-1. Figure 17 is provided as
Attachment 8. Appendix A in the PRMP will be revised to reflect this requested
modification.

Item Number 22

Please describe what allowances/plans are being considered for the confluence of a
stream restoration channel coming from the eventual bank site near stations
49+00/49+50.

Response
It is anticipated that the construction schedule for all proposed stream restoration
reaches within the PRM site and the eventual bank site will occur concurrently and be
constructed by the same construction contractor.

In the event that the construction of the bank portion of the stream restoration reaches is
delayed and following the completion of the PRM stream restoration reaches, all effort s
will be taken to avoid adversely disturbing the previously-constructed restoration reaches
within the PRM site. The Applicants and their Agents may elect to construct a portion of
the restoration reach tied to the eventual bank site at the confluence near station
49+00/49+50 to allow for this portion of the stream reach to be completely stabilized.

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Item Number 23

In the future, the Division would like the design sheets to show the plan view and the
longitudinal profile on the same sheet. Also, the Division prefers to see the longitudinal
profile at a scale that planned bedform diversity can be discernible.

Response
The Applicants and their Agents anticipate the development of construction design plans
for all proposed stream restoration reaches following the approval of the proposed
PRMP. The development of the construction design plans will include a longitudinal
profile at a scale that the proposed bedform diversity can be discerned. If requested, the
Applicant and its Agent shall provide copies of the construction plans to the Division
once they are complete.

Item Number 24

The Division recommends the wetland preservation ratio be 7.5:1.

Response
The Applicants and their Agents request further clarification/justification for the proposed
wetland preservation ratio decrease from 5:1 to 7.5:1. The Division previously approved
the use of wetland preservation ratio of 5:1 with the 401 approval letter dated December
21, 2017. The Applicants and their Agents contend that the provided uplands/buffers
within the PRMP project and the eventual bank site provide significant protection above
and beyond the typical requirements. In addition, the PRM site seeks to restore,
enhance, and preserve headwater stream and wetland systems that flow directly to Swift
Creek, known to provide habitat for the Tar River Spinymussel and Yellow Lance, both
on the List of Endangered and Threatened Wildlife.

Mitigation – Buffer Mitigation Plan

The Division has reviewed the Swift Creek PRMP and has the following comments
regarding the buffer mitigation plan [15A NCAC 02B .0295]:

Item Number 25

There is reference to "nutrient offsets" in the PRMP. Please note, that nutrient offsets
cannot be generated on this PRMP. This permittee-responsible mitigation (PRM) is to
meet 401/404 and buffer impacts associated with the CSX project noted in the plan.
Remove all reference to nutrient offsets.

Response
The Applicants and their Agents concur that the PRMP cannot generate nutrient offsets.
The PRMP will be revised to remove all references to Tar-Pamlico nutrient offsets.

Item Number 26

Table 6 - It appears UT-K1 is supposed to be I-1 and K-2 is I-2? See Page 18.
Please verify/correct.

10
Response
Table 6 in the PRMP references the delineated aquatic features within the PRMP site
and the nomenclature corresponds to the Buffer viability letters provided by the Division
on July 25, 2017, and November 2, 2017. Due to the complexity of the proposed
mitigation work plan, the site feature names were adjusted during the development of
the plan to avoid overlap since several stream features were being filled, combined, or
created. This resulted in UT-K1 and UT-K2 being renamed to UT-I1 and UT-I2 in this
mitigation work plan.

Item Number 27

Please provide a complete and detailed planting plan.

Response
The Proposed Planting Plan has been added to Appendix A and illustrates where the
proposed planting zones are to be located as described in Section 5.4.4 of the PRMP.
The revised plan is included as Attachment 9.

Item Number 28

The main goal of buffer mitigation sites is for planted hardwood trees to reach
maturity and establish a protected forested community in perpetuity. However, some
of the proposed activities as noted below contradict that goal and are not in
compliance with buffer mitigation sites regulated under 15A NCAC 02B .0295 (n).
Specifically:

a. Prescribed burning is prohibited by DW R within the conservation
easement area and would affect the hardwood species required for
planting.
b. Planting long leaf pines does not comply with the performance
standards outlined in 15A NCAC 028 .0295 (n)(2) for buffer
mitigation sites.
c. "Active Management" of riparian areas as noted in the document appears
to include management that would not be supported in the buffer
mitigation areas such as burning, pruning, thinning, trails, horses, et cetera.
(See Section 5.10 Long-Term Management). It is important to note that the
conservation easement will also restrict activities within it and would
prohibit management of trees, hydrology, et cetera outside of the
monitoring years. Examples of this active management language in the
PRMP that is problematic/prohibited include:
i. "Buffer zones within the USACE area may be burned to allow for
mosaic of plant communities." (page 53)
ii. "... upland areas may be more actively managed relying on
disturbance regimes such as burning, disking, mechanical &
chemical treatments ... " (page 53)
iii. " a network of single tract trails will be installed... " (page
53)
iv. " educational signage maybe placed in various locations
along the trails." (page 53)
Where are the referenced trails located? Are they inside or
outside of the easement? Please provide more details of the

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trails. Will trees have to be removed for their construction? Will
the trails be impervious?
d. The placement of a "blue trail" is mentioned in the plan. Comments from the
Division on this blue trail were provided in the previous version of this plan
submitted in 2017. What is the "blue trail"? Please provide a figure showing a
preliminary outline of the trail.
e. Vernal pools, unless planted with hardwood trees, would not meet
performance standards for buffer mitigation credits. Therefore, vernal pool
must be excluded from the square footage of buffer mitigation.

This plan needs to be revised where it conflicts with, or is non-compliant with,
the expectations of buffer mitigation sites outlined in 15A NCAC 02B .0295.

Response
The PRMP will be revised to requirements set forth under 15A NCAC 02B .0295.

The proposed Longleaf Pine Savanna Establishment and associated long-term active
management strategies, which included prescribed burning and the establishment of fire
breaks, will be removed from the proposed PRM and eventual bank site. The PRMP will
be revised to remove Sections: 5.4.4.5 Wet Pine/Mesic Pine Flatwood Establishment,
5.4.4.8 Prescribed Burning, and 5.4.4.9 Fire Breaks. Section 5.4.4.1 Planting Plan will be
revised to show that Zone 1 will consist of Mixed Hardwood Forest establishment in-lieu
of Longleaf Pine Forest Establishment.

Figure 18 (Attachment 9) has been added and illustrates the proposed planting zones.
The proposed Tar-Pamlico riparian buffer zones are anticipated to be planted with Zone
2: Bottom Land Hardwood Forest and Zone 3: Cypress-Gum Swamp. Zone 1: Mixed
Hardwood will be planted in the upland zones outside of the Tar-Pamlico buffers.

Future active management activities conducted by the Tar River Land Conservancy
(TRLC) may consist of the establishment of single-track impervious trails and
educational signage. The TRLC’s vision for the property is to promote and provide
educational opportunities for the public by providing access to the wide variety of native
habitats within the proposed PRM and eventual bank site. All active management
activities will occur outside the proposed Tar-Pamlico Buffers.

Active management activities would include the potential addition of an established blue
trail along Swift Creek. “A blue trail is a river/stream adopted by communities that are
dedicated to improving family friendly recreation such as fishing, boating, hiking, and
wildlife-watching, and to protecting rivers and surrounding lands”
(www.Bluetrailsguide.org). It is anticipated that a canoe launch may be established,
outside the proposed PRM site along the banks of Swift Creek, to promote public
awareness, access, and conservation of this valuable aquatic resource.

Section 5.4.4.7 has been revised to state that vernal pools will be established with native
vegetation. It is anticipated that a combination of Zone 2 and Zone 3 trees will be
incorporated into the vernal pools where extended inundation is expected to occur
resulting from bankfull and greater storm events. Since the vernal pools are expected to
be established with hardwood vegetation and will be monitored accordingly, the
Applicants and their Agents contend that the vernal pools should be included in the Tar-
Pamlico riparian buffer zone.

12
Item Number 29

If a headwater stream restoration is conducted, the buffer mitigation area is measured
perpendicular to the length of the valley being restored as noted in 15A NCAC 02B
.0295 (o)(2). The figures provided show a sinuous channel. Additionally, to use these
areas for buffer mitigation, they must be compliant with all of 15A NCAC 02B .0295
(o)(2). Please describe how these streams will meet this rule to generate buff er
mitigation. Note, that preservation areas/forested areas adjacent to coastal headwater
stream restoration sites do not meet this rule. Updated figures and tables are expected
with this change.

Response
Table 2 and Figure 14b (see Attachment 10) have been revised to account for the buffer
mitigation area being measured perpendicular to the length of the valley where buffer
mitigation is to occur adjacent to proposed headwater restoration areas. Only planted
buffers will be utilized to generate buffer mitigation credit adjacent to headwater
restoration areas. The actual buffer credit generated adjacent to headwater stream
restoration areas will be dependent upon the successful establishment of the headwater
stream, confirmed by an as-built.

Item Number 30

Headwater streams are not credited until an as-built confirms their construction. Please
account for any buffer mitigation areas being altered based on headwater stream
restoration.

Response
The Applicants and their Agents concur that the mitigation credits generated from
headwater stream restoration will confirmed by the Division and the USACE with an as-
built survey establishing that the performance criteria have been met.

Item Number 31

Section 5.8 needs to include the DWR in addition to USACE on any alternative
mitigation proposed.

Response
Section 5.8 in the PRMP will be revised to include the DWR, as requested.

Item Number 32

Section 5.8.4 - Some of the performance standards for generating buffer mitigation
credit in this section differ from 15A NCAC 02B .0295. Some of the performance
standards are more stringent. Address any language that does not at least comply
with 15A NCAC 02B .0295 (n)(2). Additionally, only desirable hardwood species may
count towards the stem/acre requirements for buffer mitigation areas. Overall, the
species listed on page 37 seem acceptable.

Response
The performance standards in Section 5.8.4 will be revised to comply with the standards
found in 15A NCAC 02B .0295 (n)(2).

13
Item Number 33

Monitoring should be done no earlier than Late Summer/Fall (late August is
the earliest).

Response
Section 5.9.4 of the revised PRMP will be revised to state that “Vegetation monitoring
will occur between August 15 and leaf drop”.

Item Number 34

Is the Carolina Vegetation Survey (CVS) protocol being used to monitor the site?

Response
Section 5.9.4 of the revised PRMP will be revised to be consistent with the Level 1
(Planted stem inventory plots) and Level 2 (Total wood stem inventory plots) outlined in
the CVS-EEP protocols.

Item Number 35

Monitoring reports should be submitted to the Division in addition to the USACE since
there is buffer mitigation proposed.

Response
The Applicants and their Agents will provide the Division with a copy of the Monitoring
Report, as requested. The PRMP will be revised to reflect this request.

Please note that the revised PRMP will be submitted following concurrence from the
Division to our responses included herein.

Thank you in advance for your assistance with this project. If you have any questions or
need additional information, please contact Mr. Harmon at [phone] or email
[e-mail].

Sincerely,
Allen Conger Richard Harmon
Principal Scientist Senior Associate Biologist
Branch Manager - Columbia, SC

Attachments

Cc: Samantha Dailey (USACE)
Matthew L. Adkins (CSX)
Tony C. Coggins (NCDOT

1
Ms.Samantha Dailey March 22, 2019
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest,North Carolina 27587
RE:Response to Request for Additional Information
USACE Action ID: SAW-2016-02338
Carolina Connector Intermodal Rail Terminal -Individual Permit Application
Rocky Mount, Edgecombe County, North Carolina
Dear Ms. Dailey:
CSX Transportation, Inc. (CSX),in consultation with Wood Environment & Infrastructure
Solutions, Inc.(Wood E&IS)submitted a standard permit application to the Raleigh
Regulatory Field Office of the U.S.Army Corps of Engineers (USACE)for issuance of
Section 404 Individual Permit (IP)for the Carolina Connector Intermodal Rail Terminal
(CCX) in Rocky Mount, Edgecombe County.Subsequent to the review of the application
and supporting documents as provided in the Public Notice (advertised on February 1,
2019),responses were given by three federal and state agencies, a Native American
representative, and one private landowner. The responding agencies and individuals
included: United States Fish and Wildlife Service (USFWS),North Carolina Wildlife
Resources Commission (NCWRC),National Oceanic and Atmospheric Administration -
National Marine Fisheries Service (NMFS),Cherokee Nation -Tribal Historic
Preservation Office, and Mr.Marion Barnes.Wood received a copy of the set of
responses on March 14, 2019,via email correspondence from you to Mr. Matthew
Adkins, CSX.Responses to three comments are presented below; i.e., USACE,
NCWRC, and Mr. Barnes.The NMFS, in correspondence to the USACE dated February
5, 2019, stated that the proposed project would not occur within the vicinity of essential
fish habitat.The USFWS, in correspondence to the USACE dated March 1, 2019, stated
that the agency had no objection to the activity as described in the permit application.
USACE
Comment
In the March 14, 2019 USACE correspondence, the agency stated the following:
“Permit drawings appear to be disjointed which make it difficult to assess the project a
whole. Please provide an overall permit drawing that shows the entire site, impacts,and
aquatic resource labels in accordance with the jurisdictional determination.”
Response
An overall permit drawing with 5 corresponding enlarged drawings on 11 X 17 depicting
the entire site is attached for the use of the USACE.
2
NCWRC
Comment
In March 1, 2019 correspondence from the NCWRC to the USACE, the NCWRC
provided the following comments and recommendations for the CCX mitigation site
within the Swift Creek watershed (Swift Creek Perrnittee Responsible Mitigation Plan):
“Staff have conducted onsite visits to the 593-acre site and believe the site in its entirety
would provide numerous habitat opportunities for terrestrial, avian, and aquatic wildlife
resources once restoration and enhancement activities are complete. This area in the
Tar River system is defined as a critical priority area needing protection by the NC
Division of Water Resources, The NC Natural Heritage Program, and the Tar River Land
Conservancy. Swift Creek is designated an anadromous fish spawning area (AFSA) by
the NCWRC. In addition to serving as spawning habitat for anadromous fish, numerous
priority species such as yellow lance (Eliptio lanceolata), Roanoke slabshell (Eliptio
roanokenisy, and Carolina madtom (Noturus furiosus) can be found in the area.
Preservation of the riparian area to Swift Creek protects water quality and in tum
important aquatic habitat. Terrestrial wildlife will also benefit from the contiguous upland
and wetland areas. We believe the function of the area, however, would be reduced if
only the proposed 196.5-acre mitigation area is restored. To better serve wildlife habitats
and water quality, the entire site should be included in a restoration plan, rather than just
a part. It is understood that the current impacts from the CCX Terminal and rail
improvements do not require the entire property to meet its mitigation needs. However, a
large portion of the site's value is lost with the reduced area. We recommend continued
restoration efforts on the property. It is also unclear if the access opportunities for
research and sampling to Swift Creek, once included in the previous proposal, still
remain. Access points in this area are uncommon and the ability to access Swift Creek
for sampling and research would greatly increase opportunity to improve management of
several non-game aquatic species.”
Response
CSXT and Palustrine Group are committed to the restoration and protection of the entire
Swift Creek parcel. The revised CCX plans have made it necessary to accomplish this
in two phases: Phase 1 is for the CCX Permittee Responsible Mitigation Plan and
Phase 2 will be a mitigation bank sponsored by Palustrine Group, which proposes to
enhance and restore the remainder of the property. A prospectus for the remainder of
the property will be submitted by Palustrine Group to the Interagency Review Team in
the near future.
Mr. Marion Barnes
Comment
In February 5, 2019 correspondence from Mr. Marion Barnes, a private landowner, to
the USACE, Mr. Barnes stated the following:
“I received postcard yesterday about Corps receiving application from CSX about
permits for CCX Terminal in Rocky Mount.I am a business owner @3201,N.
Wesleyan Blvd (Hwy 301) in Rocky Mount & my land backs up to the railroad on the
3
Nash County side of the tracks.Directly behind my property on the Edgecombe side
are the two grave yards mentioned in the public notice statement put out by Corps.I
want to know if this is plan is going to impact, or involve my property? also,I would
like to know where the milepost mentioned are located?I went on CSX website &
cannot find a map that specifically shows location of these mile post.The numbers of
the milepost in the notice are A115.4 to A112.2 to A110.6.”
Response
A map showing the limits of the CCX project, the railroad mile marker numbers,
corresponding longitude and latitude of the mile makers, and parcels adjacent to the
CCX project was provided to Mr. Barnes as an attachment via email on February 18,
2019. A copy of the map forwarded to Mr. Barnes is attached to this response.
Thank you in advance for your assistance with this project. If you have questions or need
additional information, please contact Dicky Harmon at 919-381-1366 or by email
[e-mail] or Allen Conger at 803-798-1200 or by email
[e-mail].
Sincerely,
Richard Harmon
Principal Scientist Senior Associate Biologist
Project Director
Enclosures
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°oraee Miles

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL 003
EXPIRES: 28 FEBRUARY20 20133
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Matthew Middle - L. Last - Adkins
First - Richard Middle - Last - Harmon
Company - CSX Transportation, Inc.
Company - Wood Environment & Infrastructure Solutions, Inc
E-mail Address - Matt—[e-mail]
E-mail Address - [e-mail]
6. APPLICANT'S ADDRESS:
9. AGENT'S ADDRESS:
Address- 351 Thornton Street, Suite 125
Address- 4021 Stirrup Creek Drive, Suite 100
City - Lithia Springs State - GA Zip- 3012 Country -US
City - Durham State - NC Zip - 2770 Country -US
7. APPLICANT'S PHONE NOs. w/AREA CODE
10. AGENTS PHONE NOs. WAREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
770-819-2849
919-381-1366 919-381-9901
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, Richard Harmon to in my h f as y agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit appl' ati
2
SI NATU E OF APPLICANT DTE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Carolina Connector Intermodal Rail Terminal and Line of Road Improvements, Edgecombe and Nash Counties, NC
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Beech Branch
Address Old Battleboro Road
15. LOCATION OF PROJECT
Latitude: -N 36.01458 Longitude: ^W -77.76345
City - Battleboro State- NC Zip -
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID 386371624400 Municipality Edgecombe County, NC
Section - N/A Township - N/A Range - N/A
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
CCX Intermodal Site: From Raleigh, take US 64 to Rocky Mount. Take US 301 North to College Road. Turn right on College Road.
Site is on both sides of College Road
Line of Road Improvements: Along the existing mainline from Milepost A110.6 in Rocky Mount north to Milepost Al 15.4 near
Battleboro, North Carolina. The Line of Road Improvements can be accessed using Fountain Park Drive near Rocky Mount, NC and W.
Battleboro Ave. in Battelboro, NC.
18. Nature of Activity (Description of project, include all features)
CSX Transportation, Inc. (CSXT), a subsidiary of CSX Corporation (CSX), a Virginia Company, intend to construct a new intermodal
freight terminal, known as the Carolina Connector Intermodal Rail Terminal (CCX Terminal), a siding to access the terminal and
associated reconstruction of former second mainline track in the vicinity of the terminal (Line of Road Improvements). The Project Area
is approximately 681 acres and is comprised of the two components, the CCX Terminal and Line of Road Improvements, as shown in
Figure 1. The CCX Terminal is generally located along the western edge of Edgecombe County, north of the City of Rocky Mount, and
between the existing CSX mainline and Old Battleboro Road. The Line of Road Improvements component is part of the CSXT North
End Subdivision, which runs along the county line between Edgecombe County and Nash County, North Carolina, and generally runs
parallel to the I-95 corridor. See attached Environmental Report for additional details.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of the construction of CCX is to better connect economic centers, relieve highway congestion, and address current and future
regional infrastructure and freight distribution needs through intermodal rail transportation. The intent of the reconstruction efforts, such
as the Line of Road Improvements, is to increase fluidity of train/freight movement and system -wide capacity improvement. Most of the
system -wide improvements involve either extending existing siding tracks or connecting existing sidings to obtain the ability to handle
15,000 feet trains. The CSXT Line of Road Improvements are part of the ongoing infrastructure upgrades underway throughout the CSX
system. See attached Enviromental Report for additional details.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Based on the proposed construction of the CCX and the Line of Road Improvements permanent impacts to wetlands, streams, open
waters, and riparian buffers will be necessary. The intermodal rail terminal requires a large relatively flat parcel of land to accomodate
the lead tracks entering the facility, support/storage tracks, and working tracks for loading and unloading containers. The intermodal
terminal also includes paved areas for wheeled parking units, stacked units/containers, employee parking, and operations and maintenance
buildings. Impacts to wetlands, streams and open waters are necessary to prepare the site for intermodal terminal construction. Impacts
associated with discharges to wetland and streams will be necessary to restore double track to the mainline service route. Additional
information is included in the attached Environmental Report.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Intermodal Facility = 33,761 yd3 fill Lead Tracks = 4,343 yd3 Second Mainline = 6,955 yd3
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 6.87 acres permanent wetland impact.
or
Linear Feet 4,042 linear feet permanent stream impact. 0.22 acre open water impact.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
Impacts to waters of the US will be avoided to the maximum extent practicable. Impacts will be minimized by following best
management practices, erosion/sedimentation control plan requirements, NPDES permit compliance, etc. Impacts to waters of the US will
be mitigated through compensatory mitigation (Environmental Report section 6.0 pp. 71-72. The Swift Creek - Permittee Responsible
Mitigation site will provide all the required compensatory mitigation for this project.
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? F]Yes FX-]No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- See attached property owner information.
City - State - Zip -
b.Address-
City - State - Zip -
c. Address-
City - State - Zip -
d. Address-
City - State - Zip -
a.Address-
city - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
NCDEQ-DWR 401 Water Quality DWR #17-0938 2017-07-28 2017-12-21
* Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
4 .
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL NO. 0710-0003
EXPIRES: 28 FEBRUARY 2013
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICAN7)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Tony Middle - Chad Last - Coggins
First - Richard Middle - Last - Harmon
Company - NCDOT Division 4
Company - Wood Environment & Infrastructure Solutions, Inc
E-mail Address - [e-mail]
E-mail Address - [e-mail]
6. APPLICANT'S ADDRESS:
9. AGENT'S ADDRESS:
Address- 509 Ward Boulevard, PO Box 3165
Address- 4021 Stirrup Creek Drive, Suite 100
City - Wilson State - NC Zip - 2789 Country - US
City - Durham State - NC Zip - 2770 Country -US
7. APPLICANT'S PHONE NOs. w/AREA CODE
10. AGENTS PHONE NOs. WAREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
252-640-6427
919-381-1366 919-381-9901
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, Richard Harmon to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
IGNATURE F APP DAYE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Carolina Connector Intermodal Rail Terminal and Line of Road Improvements, Edgecombe and Nash Counties, NC
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Beech Branch
Address Old Battleboro Road
15. LOCATION OF PROJECT
Latitude: ^N 36.01458 Longitude: -W -77.76345
City - Battleboro State- NC Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID 386371624400 Municipality Edgecombe County, NC
Section - N/A Township - N/A Range - N/A
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
CCX Intermodal Site: From Raleigh, take US 64 to Rocky Mount. Take US 301 North to College Road. Turn right on College Road.
Site is on both sides of College Road
Line of Road Improvements: Along the existing mainline from Milepost Al 10.6 in Rocky Mount north to Milepost Al 15.4 near
Battleboro, North Carolina. The Line of Road Improvements can be accessed using Fountain Park Drive near Rocky Mount, NC and W.
Battleboro Ave. in Battelboro, NC.
18. Nature of Activity (Description of project, include all features)
CSX Transportation, Inc. (CSXT), a subsidiary of CSX Corporation (CSX), a Virginia Company, intend to construct a new intermodal
freight terminal, known as the Carolina Connector Intermodal Rail Terminal (CCX Terminal), a siding to access the terminal and
associated reconstruction of former second mainline track in the vicinity of the terminal (Line of Road Improvements). The Project Area
is approximately 681 acres and is comprised of the two components, the CCX Terminal and Line of Road Improvements, as shown in
Figure 1. The CCX Terminal is generally located along the western edge of Edgecombe County, north of the City of Rocky Mount, and
between the existing CSX mainline and Old Battleboro Road. The Line of Road Improvements component is part of the CSXT North
End Subdivision, which runs along the county line between Edgecombe County and Nash County, North Carolina, and generally runs
parallel to the I-95 corridor. See attached Environmental Report for additional details.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of the construction of CCX is to better connect economic centers, relieve highway congestion, and address current and future
regional infrastructure and freight distribution needs through intermodal rail transportation. The intent of the reconstruction efforts, such
as the Line of Road Improvements, is to increase fluidity of train/freight movement and system -wide capacity improvement. Most of the
system -wide improvements involve either extending existing siding tracks or connecting existing sidings to obtain the ability to handle
15,000 feet trains. The CSXT Line of Road Improvements are part of the ongoing infrastructure upgrades underway throughout the CSX
system. See attached Enviromental Report for additional details.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Based on the proposed construction of the CCX and the Line of Road Improvements permanent impacts to wetlands, streams, open
waters, and riparian buffers will be necessary. The intermodal rail terminal requires a large relatively flat parcel of land to accomodate
the lead tracks entering the facility, support/storage tracks, and working tracks for loading and unloading containers. The intermodal
terminal also includes paved areas for wheeled parking units, stacked units/containers, employee parking, and operations and maintenance
buildings. Impacts to wetlands, streams and open waters are necessary to prepare the site for intermodal terminal construction. Impacts
associated with discharges to wetland and streams will be necessary to restore double track to the mainline service route. Additional
information is included in the attached Environmental Report.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Intermodal Facility = 33,761 yd3 fill Lead Tracks = 4,343 yd3 Second Mainline = 6,955 yd3
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 6.87 acres permanent wetland impact.
or
Linear Feet 4,042 linear feet permanent stream impact. 0.22 acre open water impact.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
Impacts to waters of the US will be avoided to the maximum extent practicable. Impacts will be minimized by following best
management practices, erosion/sedimentation control plan requirements, NPDES permit compliance, etc. Impacts to waters of the US will
be mitigated through compensatory mitigation (Environmental Report section 6.0 pp. 71-72. The Swift Creek - Permittee Responsible
Mitigation site will provide all the required compensatory mitigation for this project.
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? F]Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- See attached property owner information.
City - State - Zip -
b.Address-
City - State - Zip -
c. Address-
City - State - Zip -
d.Address-
City - State - Zip -
e. Address-
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL` IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
NCDEQ-DWR 401 Water Quality DWR #17-0938 2017-07-28 2017-12-21
* Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
GNA URE O APPLI T E SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

CSX CCX Intermodal Rail Terminal and Line of Road Improvements
Edgecombe and Nash Counties, North Carolina
Project No. 643009004

Appendix F
APPENDIX F
RIPARIAN BUFFER AUTHORIZATION
State of North Carolina
Department of Environmental Quality
Division of Water Resources

15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) – Buffer Authorization
FORM: BA 10-2013
FORM: BA 10-2013 Page 1 of 6
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project: Carolina Connector Intermodal Rail Terminal and Second Mainline
Improvements
1b. County: Edgecombe and Nash
1c. Nearest municipality: Rocky Mount
1d. Subdivision name: N/A
1e. Is the project located in any of North Carolina’s twenty coastal counties?
If yes, answer 1f below. Yes No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)? Yes No
2. Owner Information
2a. Name on Recorded Deed: CSX Transportation
2b. Deed Book and Page No. 1655/0910
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):

2d. Responsible Party
(for Corporations):
CSX Intermodal Terminals, Inc., and CSX Transportation, Inc.
Attn: Matthew L. Adkins
2e. Street address: 351 Thornton Road, Suite 125
2f. City, state, zip: Lithia Springs, GA 30122
2g. Telephone no.: 770-819-2849
2h. Fax no.:
2i. Email address: [e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is: Agent Other, specify: Owner
3b. Name:
3c. Business name
(if applicable):

3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name: Richard Harmon
4b. Business name
(if applicable):
Amec Foster Wheeler Environment & Infrastructure, Inc.
4c. Street address: 4021 Stirrup Creek Drive, Suite 100
4d. City, state, zip: Durham, NC 27703
4e. Telephone no.: 919-381-1366
4f. Fax no.: 919-381-9901
4g. Email address: [e-mail]

FORM: BA 10-2013 Page 2 of 6

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 386371624400
1b. Site coordinates (in decimal degrees): Latitude: 36.018182 Longitude: -77.761737
1c. Property size: 681 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Beech Branch
2b. Water Quality Classification of nearest receiving water: Class B; NSW
2c. River basin: Tar-Pamlico
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 Rocky Mount site is approximately 681 acres and is located along the boundary line between Edgecombe
and Nash Counties and wholly within Edgecombe County north of the city of Rocky Mount, northeast of the
intersection of US-64 and I-95. The site primarily consists of agricultural land with residential and commercial
buildings and woodlands dispersed throughout. College Road, a NCDOT secondary road, bisects the site in the
southern portion of the site. Beech Branch, unnamed tributaries and associated wetlands,
agricultural/recreational ponds, and agricultural ditches are also present within the site. Two cemeteries and a
telecommunications tower are present on the site.
3b. Attach an 8 ½ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site.

The CCX Intermodal Site On-Site Determination Letter (dated December 7, 2016) and the CSX On-Site
Determination Letter (Dated May 31, 2017) include the USGS topographic maps indicating the location of the
project site.
3c. Attach an 8 ½ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site.

The CCX Intermodal Site On-Site Determination Letter (dated December 7, 2016) and the CSX On-Site
Determination Letter (Dated May 31, 2017) include the published County NRCS Soil Survey Maps indicating
the location of the project site.
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,042 linear feet
3e. Explain the purpose of the proposed project:
The Proposed Action is comprised of two components representing two different types of railroad
infrastructure: the Carolina Connector Intermodal Rail Terminal; and the Rocky Mount to Bricks Second
Mainline reconstruction.
3f. Describe the overall project in detail, including the type of equipment to be used:
CSX Intermodal Terminals, Inc. (CSXIT) and CSX Transportation, Inc. (CSXT), subsidiaries of CSX
Corporation (CSX), a Virginia Company, intend to construct a new intermodal freight terminal, known as the
Carolina Connector Intermodal Rail Terminal (CCX Terminal), and associated reconstruction of former second
mainline track, known as the Rocky Mount to Bricks Second Mainline Improvements (Second Mainline). The
Project Area is approximately 681 acres and is comprised of the two components, the CCX Terminal and
Second Mainline. The CCX terminal consists of approximately 635 acres and is generally located along the
western edge of Edgecombe County, north of the City of Rocky Mount, and between the existing CSX
mainline and Old Battleboro Road. The Second Mainline component is part of the CSXT North End
Subdivision, which runs along the county line between Edgecombe County and Nash County, North Carolina,
and generally runs parallel to the I-95 corridor. The Carolina Connector Intermodal Rail Terminal will consist of
a lead track north and south of the facility diverging off the mainline service route into the intermodal rail
terminal. The lead tracks will extend 1.2 miles to the north and 2.3 miles to the south. CSXT plans to restore
double track to the mainline service route between Milepost A117.5 to A104.9, within an approximately 158
acre corridor.
FORM: BA 10-2013 Page 3 of 6
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project (including all prior phases) in the past?
Yes No Unknown
Comments: A request for Verification of
Jurisdictional Determination (JD) was
submitted, on behalf of CSX, to the USACE
Raleigh Regulatory Field Office for the
delineated wetland areas within the CCX
section of the site. The USACE Action ID is
SAW -2016-02338. The USACE JD review
was conducted on October 19 and December
8, 2016, by the USACE and on October 19,
2016 and 27, 2016. The Preliminary JD and
Approved JD have not been issued for the
project site to date.

NCDWR completed onsite determinations for
the Intermodal Site on 10/20/16 and 10/27/16
(RO Stream/Buffer Tracking Number #16-402)
and the Line of Road on 4/28/17 (RO
Stream/Buffer Tracking Number #17-163).
4b. If yes, who delineated the jurisdictional areas?
Name (if known): Amec Foster Wheeler
Agency/ Consultant Company: Amec Foster
Wheeler
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
The USACE JD review was conducted on October 19 and December 8, 2016, by the USACE and on October
19, 2016 and 27, 2016. The Preliminary JD and Approved JD have not been issued for the project site to date.
USACE Action ID SAW -2016-02338.
NCDWR completed onsite determinations for the Intermodal Site on 10/20/16 and 10/27/16 (RO Stream/Buffer
Tracking Number #16-402) and the Line of Road on 4/28/17 (RO Stream/Buffer Tracking Number #17-163).
5. Project History
5a. Have permits or certifications been requested or obtained
for this project (including all prior phases) in the past?
Yes No Unknown
5b. If yes, explain and detail according to “help file” instructions.
NCDWR issued the Approval of Individual 401 Water Quality Certification and Tar-Pamlico Riparian Buffer
Impacts with Additional Conditions (DWR# 17-0938) on December 21, 2017.

The USACE Action ID SAW-2016-02338 was issued for the project. The Preliminary JD and Approved JD have
not been issued for the project site to date. No permits or certifications have been requested or obtained for the
project.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
The phase 1 facility infrastructure will consist of operational facilities, chassis parking, two yard (storage)
tracks, and five processing (loading/unloading) tracks with gantry cranes, with a phase 2 potential to
expand to 12 total yard tracks (Storage and loading/unloading) with processing track length extensions
and additional tracks for locomotive and car repair. The Carolina Connector Intermodal Rail Terminal will
consist of a lead track north and south of the facility diverging off the mainline service route into the
intermodal rail terminal. The lead tracks will extend 1.2 miles to the north and 2.3 miles to the
south. CSXT plans to restore double track to the mainline service route between Milepost A117.5 to
A104.9, within an approximately 158 acre corridor.

FORM: BA 10-2013 Page 4 of 6
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?

Neuse Tar-Pamlico Catawba
Randleman Jordan Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number –
Permanent (P)
or Temporary
(T)
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/
mitigation)
Stream name Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 P T Rail terminal Allowable with
Mitigation SC Yes No 9,591 4,643
B2 P T Rail terminal Allowable with
Mitigation SD Yes No 32,856 23,455
B5 P T Rail terminal Allowable with
Mitigation SE Yes No 84,916 57,615
B7 P T Rail terminal Allowable with
Mitigation SG Yes No 18,916 12,830
B8 P T Rail crossing Allowable with
Mitigation S12/SI Yes No 6,261 5,241
B9 P T Rail crossing Allowable with
Mitigation S13 Yes No 15,860 5,524
Total buffer impacts 168,400 109,308
1c. Comments: Riparian Buffer Impact Sheets 1 through 5 (attached herein) show the proposed buffer impact
areas (Zones 1 and 2) within the project site.

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to waters of the US will be avoided to the maximum extent practicable. An extensive Alternative
Analysis study was conducted on twelve potential sites for the intermodal facility to determine the least
environmentall damaging practicable alternative (LEDPA). Five design altermatives were evaluated for the
preferred altermative. The final design avoids impacts to environmentally sensiti ve areas inlcuding minimizing
impacts to wetlands, streams, and riparian buffers for the intermodal terminal facility and the maximum
extents possible.

1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Impacts will be minimized by following best management practices, erosion/sedimentation
control plan requirements, NPDES permit compliance, etc. Areas used for temporary construction will be
returned to pre-construction conditions.
FORM: BA 10-2013 Page 5 of 6
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
Yes No

2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact
(square feet)
Multiplier Required mitigation
(square feet)
Zone 1 Rail terminal and/or railroad crossing
impacts
168,400 3 (2 for Catawba) 502,200
Zone 2 Rail terminal and/or railroad crossing
impacts
109,308 1.5 163,962
Total buffer mitigation required: 666,162
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
proposed?
Yes No

2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
The proposed Swift Creek – Permittee Responsible Mitigation Plan (Mitigation Project) located near
Leggett in Edgecombe County will provide the required buffer mitigation credits.
2f. Comments: See Appendix G of the Carolina Connector Rail and Second Mainline Improvements
Environmental Report for details on the PRMP project.

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. Include a plan that fully documents how diffuse flow will be
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
Diffuse flow
Other BMP

F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
Yes No
1b. 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 (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document been finalized by the State
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
Yes No
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 02B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):

FORM: BA 10-2013 Page 6 of 6

__________________________
Applicant/Agent's Printed Name

________________________________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

__________
Date

Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
OR
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604

For all other projects sent by First Class Mail via
the US Postal Service
OR
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins
NCDW R – 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
Karen Higgins
NCDW R – 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604

Diffuser Flow Plan:
Where ponds abut and discharge to riparian buffers, ponds are equipped with level spreaders that
release water from the first flush (1-inch rainfall event) from the pond in a period of two to five
days. Wet Detention Ponds 1, 2, 3, 4 & 5 are equipped with level spreaders and Ponds 2, 3, 4 & 5 also
are equipped with a filter strip at the outfall. The level spreaders are sized to meet the requirement of
10 feet of width for every cfs. High flow bypasses are included to safely control and direct high flows
from the ponds and release them in ways that are not harmful to the adjacent land and minimize
buffer/wetland disturbance. This means that high flows are released from the pond’s riser either into
the new stormwater piping for the project or to riprap protected areas at the ends of the proposed
culverts, with the exception of Pond 5, where the level spreader is sized for the larger storm
events. This helps minimize the overall impacts to the wetlands, streams, and provides a stable point of
discharge. Detailed information is in the attached Stormwater Management Plan for the Carolina
Connector Intermodal Rail Terminal (CCX).

CCDD
AA
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MACKTOWN STVIVERETTE AVEMARRIOTT RD
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2
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1
3 I0 1,400700Feet
Legend
CSX Project Area
Limits of Disturbance
Stream
Pond
Wetland
Riparian Buffer Impacts
Riparian Buffer Zone 1
Riparian Buffer Zone 2
Roads
Map Index
Imagery Source: NC OneMap
I 0 10.5 Miles
P:\Environmental\2012 + Projects\64300-9004 - CSXIT Carolina Connector\Environmental Assessment\GIS\RiparianBufferImpacts.mxdCSX Carolina ConnectorIntermodal Rail Terminaland Second Mainline ImprovementsEdgecombe County, North Carolina
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood Environment &Infrastructure Solutions, Inc(Wood) project number643009004. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
Job No. 64300-9004
Drawn By: BWS
Reviewed By: RH
Date: 12/7/2018
Riparian Buffer Impacts MapSheet 1 of 5
720 Gracern Road, Suite 132Columbia, SC 29210 USA(803)-798-1200
W-LT M-LT
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Legend
CSX Project Area
Limits of Disturbance
Stream
Pond
Wetland
Riparian Buffer Impacts
Riparian Buffer Zone 1
Riparian Buffer Zone 2
Roads
Map Index
Imagery Source: NC OneMap
I 0 10.5 Miles
P:\Environmental\2012 + Projects\64300-9004 - CSXIT Carolina Connector\Environmental Assessment\GIS\RiparianBufferImpacts.mxdCSX Carolina ConnectorIntermodal Rail Terminaland Second Mainline ImprovementsEdgecombe County, North Carolina
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood Environment &Infrastructure Solutions, Inc(Wood) project number643009004. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
Job No. 64300-9004
Drawn By: BWS
Reviewed By: RH
Date: 12/7/2018
Riparian Buffer Impacts MapSheet 2 of 5
720 Gracern Road, Suite 132Columbia, SC 29210 USA(803)-798-1200
P
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CSX Project Area
Limits of Disturbance
Stream
Pond
Wetland
Riparian Buffer Impacts
Riparian Buffer Zone 1
Riparian Buffer Zone 2
Roads
Map Index
Imagery Source: NC OneMap
I 0 10.5 Miles
P:\Environmental\2012 + Projects\64300-9004 - CSXIT Carolina Connector\Environmental Assessment\GIS\RiparianBufferImpacts.mxdCSX Carolina ConnectorIntermodal Rail Terminaland Second Mainline ImprovementsEdgecombe County, North Carolina
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood Environment &Infrastructure Solutions, Inc(Wood) project number643009004. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
Job No. 64300-9004
Drawn By: BWS
Reviewed By: RH
Date: 12/7/2018
Riparian Buffer Impacts MapSheet 3 of 5
720 Gracern Road, Suite 132Columbia, SC 29210 USA(803)-798-1200
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Legend
CSX Project Area
Limits of Disturbance
Stream
Pond
Wetland
Riparian Buffer Impacts
Riparian Buffer Zone 1
Riparian Buffer Zone 2
Roads
Map Index
Imagery Source: NC OneMap
I 0 10.5 Miles
P:\Environmental\2012 + Projects\64300-9004 - CSXIT Carolina Connector\Environmental Assessment\GIS\RiparianBufferImpacts.mxdCSX Carolina ConnectorIntermodal Rail Terminaland Second Mainline ImprovementsEdgecombe County, North Carolina
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood Environment &Infrastructure Solutions, Inc(Wood) project number643009004. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
Job No. 64300-9004
Drawn By: BWS
Reviewed By: RH
Date: 12/7/2018
Riparian Buffer Impacts MapSheet 4 of 5
720 Gracern Road, Suite 132Columbia, SC 29210 USA(803)-798-1200
O-LTP-LT
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Legend
CSX Project Area
Limits of Disturbance
Stream
Pond
Wetland
Riparian Buffer Impacts
Riparian Buffer Zone 1
Riparian Buffer Zone 2
Roads
Map Index
Imagery Source: NC OneMap
I 0 10.5 Miles
P:\Environmental\2012 + Projects\64300-9004 - CSXIT Carolina Connector\Environmental Assessment\GIS\RiparianBufferImpacts.mxdCSX Carolina ConnectorIntermodal Rail Terminaland Second Mainline ImprovementsEdgecombe County, North Carolina
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood Environment &Infrastructure Solutions, Inc(Wood) project number643009004. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
Job No. 64300-9004
Drawn By: BWS
Reviewed By: RH
Date: 12/7/2018
Riparian Buffer Impacts MapSheet 5 of 5
720 Gracern Road, Suite 132Columbia, SC 29210 USA(803)-798-1200
an
Water Resources
ENVIRONMENTAL QUALITY
CSX Transportation
Attn: Richard K. Nath
500 Water Street, J275
Jacksonville, FL 32202
17INEUT
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
December 7, 2016
RO STREAM /BUFFER TRACKING NUMBER #16-402
Edgecombe County
Subject: On -Site Determination for Applicability to the Tar -Pamlico Basin Riparian Buffer Rules (15A BCAC 02B .0259)
Subject Property/ Project Name: CCX Intermodal Site
Address/Location: College Road, Rocky Mount
Stream(s) Evaluated: UTs to Beech Branch and Compass Creek
Determination Date: 10/20/16 & 10/ 27/16 Staff: Jennifer Burdette
Determination Type:
Buffer: Stream:
Neuse (15A NCAC 02B .0233) Intermittent/Perennial Determination
Tar -Pamlico (15A NCAC 02B .0259)
Soil
Survey
Catawba (15A NCAC 02B.0243)
SK
Jordan (15A NCAC 02B .0267) (governmental
and/or interjurisdictional projects)
Flows onto
site
Randleman (15A NCAC 02B .0250)
X
Goose Creek (15A NCAC 02B .0605-.0608)
SI - Beech Branch
Stream E/I/Pl Not Subject Subject Start@ Stop@ Soil
Survey
USGS
Topo
SK P X Flows onto
site
Confluence
with SI
X X
SI - Beech Branch P X Throughout X X
SG(B)2 1 X Pond I DWR flag X X
Pond 2 Pond X Connected to subject channel
downstream
X X
C2 E X X
SGA I SGA -1A Confluence
with SG
X
Pond 4 Pond X No channel or pond depicted
Ditch 2 E X X
Pond 3 Pond X Not connected to subject
channel upstream or
downstream
X
Ditch 3 E X I X
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center Raleigh, North Carolina 27699-1617
919 807 6300
CCX Intermodal Site
Edgecombe County
December 7, 2016
Page 2 of 3
Stream E/I/Pl Not Subject Subject Start@ Stop@ Soil
Survey
USGS
Topo
SE (A)z P X Throughout X X
SD I/P X SD -45.5 I Flows off-site X X
Pond 1 Pond X Not connected to subject
channel upstream or
downstream
Ditch 1 E X X
Ditch 4 E X X
SF I SF -8 Flows off-site X
SB I X SB -1 SB -24 X X
SC I 1 i I SC -1 Flows off-site X X
1E/11P = Ephemeral/Intermittent/Perennial
2 By Division of Water Resources determination letter (RRO #16-309) dated September 26, 2016
The Division of Water Resources has determined that the streams listed above and included on the attached maps
signed by JAB and dated 12/7/16 have been located on the most recent published NRCS Soil Survey of Edgecombe
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale and
evaluated for applicability to the Tar -Pamlico Basin Riparian Buffer Rule. Each stream that is checked "Not Subject"
has been determined to not be at least intermittent or not present on the property. Streams that are checked
Subject" have been located on the property and possess characteristics that qualify them to be at least intermittent
streams. There may be other streams or features located on the property that do not appear on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers and subject to
the Clean Water Act.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR may request a determination by the Director. An appeal request must be
made within sixty (60) calendar days of date of this letter to the Director in writing.
If sending via US Postal Service:
c/o Karen Higgins
DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 2 7699-1 61 7
If sending via delivery service (UPS, FedEx, etc.):
clo Karen Higgins
DWR — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
This determination is final and binding as detailed above, unless an appeal is requested within sixty (60) days.
This determination only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. The project may require a Section 404/401 Permit for the proposed activity. Any inquiries regarding
applicability to the Clean Water Act should be directed to the US Army Corps of Engineers Raleigh Regulatory Field
Office at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Jennifer Burdette at [phone].
Sincerely,
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
CCX Intermodal Site
Edgecombe County
December 7, 2016
Page 3 of 3
cc: RRO DWR File Copy
Richard Harmon, Amec Foster -Wheeler, 4021 Stirrup Creek Drive, Ste 100, Durham, NC 27703
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CONFIDENTIAL
r
The map shown here has been created with all due and _
reasonable care. Locations of all features on this
map were collected from field reconnaissance and desktop AvA
analysis. This map has not been certified by a licensed `V� ,.
land surveyor and any third party use of this map comes
without warranties of any kind. AM EC Foster Wheeler
assumes no liability, direct or indirect, whatsoever for any NIP
such third party or unintented use, -
i
This map is preliminary and subject to
change following USACE & NCDEQ verification. g
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amec Stream
NRCS Soils Map
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foster Wetland Edgecombe County, NC
Wheeler Wetland 1 Stream Breakpoint
Nate: This figure is for reference only. PROJECT NO: 643009004,0001 [TATE. 11/22/2016
P:ITransportationlProjectslRaiRCSX\Central Carolina Intermodal FacilitylGISIGIWSX.mxd, User: jason.hightower: Date: 11/16/2016 10:18:36 AM, Checke by RGH Date: 10120116

P:lTransportationlProjects\RaiRCSMCentral Carolina intermodal Facility\GlS%GlMCSX.mxd, User: }ason.hightower; Date: 11111201& 2:21:02 PM, Checke by: RGH Date: 10120/16

VV,rre°r Resources
CSXI, Inc.
Attn: Mr. Matt Adkins
500 Water Street, J-25 South
Jacksonville, FL 32216
ROY CGOPLR.
MICHAI_ L S. REGAN
S. JAY LIMMLRMAN
May 31, 2017
RO STREAM /BUFFER TRACKING NUMBER
#17-163
EDGECOME County
Subject: On -Site Determination for Applicability to the Tar -Pamlico Riparian Buffer Rules and
Water Quality Standards (15A BCAC 02B .0259)
Subject Property/ Project Name: CSX Line of Road
Address/Location: Adjacent to CSX Railroad between North of Whitakers and North of
Battleboro
Stream(s) Evaluated: UT to Fishing Creek & UTs to Swift Creek
Determination Date: April 28, 2017 Staff: Jennifer Burdette
Determination Type:
Buffer:
Stream:
❑ Neuse (15A NCAC 02B .0233)
® Intermittent/Perennial Determination
❑ Tar -Pamlico (15A NCAC 02B .0259)
(where local buffer ordinances apply)
❑ Catawba (15A NCAC 02B .0243)
❑ Jordan (15A NCAC 02B .0267)
(governmental and/or interjurisdictional
projects)
❑ Randleman (15A NCAC 02B .0250)
❑ Goose Creek (15A NCAC 02B.0605-.0608)
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919 807 6300
k

CSXI, Inc.
Buffer Determination
Tracking # 17-163
Page 2 of 3
Stream
E/1/131
Not
Subject
Subject
Start@
Stop@
Soil
Survey
USGS
Topo
CC
Wetland
X
X
X
DD
Not
present
X
X
X
Stream
Segment within
Swift Creek
Swamp
Swamp
X
X
Swift Creek
P
X
throughout
X
X
HHZ
P
X
throughout
X
X
GG
Swamp
X
I
X
X
S-19
P
X
throughout
X
X
WL -MM3
P
X
throughout
X
X
WL -MM Ditch
Ditch
X
I
X
1E/1/P = Ephemeral/Intermittent/Perennial
2 Intercepted by and re-routed into western railroad ditch to Swift Creek
3 Impounded by beaver; buffer begins at elevation of the top of the beaver dam
The Division of Water Resources has determined that the feature(s) listed above and included on
the attached map signed by Jennifer Burdette on May 31, 2017 are located on the most recent
published MRCS Soil Survey of Edgecombe County, North Carolina (1979) and/or the most recent
copy of the Enfield & Whitakers, NC (2016) USGS Topographic maps at a 1:24,000 scale and
evaluated for applicability to the Tar -Pamlico Riparian Buffer Rule. Each stream that is checked
"Not Subject" has been determined to not be at least intermittent or not present on the
property. Streams that are checked "Subject" have been located on the property and possess
characteristics that qualify them to be at least intermittent streams. There may be other
streams or features located on the property that do not appear on the maps referenced above
but may be considered jurisdictional according to the US Army Corps of Engineers and subject to
the Clean Water Act.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the DWR may request a determination by
the Director. An appeal request must be made within sixty (60) calendar days of date of this letter
to the Director in writing.
If sending via US Postal Service:
c/o Karen Higgins
DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 2 7699-1 61 7
If sending via delivery service (UPS, FedEx,
etc.):
clo Karen Higgins
DWR — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604

CSXI, Inc.
Buffer Determination
Tracking # 17-163
Page 3 of 3
This determination is final and binding as detailed above, unless an appeal is requested within
sixty (60) days.
This determination only addresses the applicability to the buffer rules and does not
approve any activity within the buffers. The project may require a Section 404/401
Permit for the proposed activity. Any inquiries regarding applicability to the Clean Water
Act should be directed to the US Army Corps of Engineers Raleigh Regulatory Field Office
at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Jennifer Burdette
at [phone].
Sincerely,
W,M 6 e�
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
cc: Josh Witherspoon, AMSC Foster -Wheeler, 4021 Stirrup Creek Drive, Ste 100,
Durham, NC 27703
RRO DWR File
Filename: CSX Line of Road(Edgecombe)_TAR_StreamDet.docx

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1

55+0060+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
VAL 6060+13 EMT1 5954+92EMT1 6008+14SEE DRAWING NO. ES-321MATCH LINESEE DRAWING NO. ES-319MATCH LINESEE DRAWING NO. ES-334
MATCH LINE
SEE DRAWING NO. ES-307
MATCH LINE
PROP. ST06 TRACK
PROP. ST07 TRACK
PROP. PT04 TRACK
PROP. PT05 TRACK
PROP. PT06 TRACK
PROP. PT07 TRACK
PROP. PT08 TRACK
PROP. PT08 TRACK
PROP. GRAVEL ACCESS DRIVE
3862-56-2216
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.
P/L
PROP. 10" UD
PROP. 10" UD
PROP. AIR LINE (TYP.)
PROP. C/L DITCH
PROP. C/L DITCH
37
RIM=127.13 36RIM=127.45PROP. 8" UD 35RIM=127.77 PROP. 15" UD
30
RIM=127.14
PROP. 48" STM. CULVERT
HW1
INV=118.17
125
125
125
127
127
124
124
125
125
125
125
125
127
126
123
123
127126
121
126
126
126
125
125
126
125
124
124
126
125
123
123
125
126
127
PROP. HML (TYP.)
RIM=127.33
41 PROP. 12" UD
127
125
122
127
127
PROP. C/L DITCH
120120118118EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
PROP. GRAVEL ACCESS DRIVE
EX. GRAVEL (TRM)
EX. COMMUNICATION TOWER (TRM)
HW44
HW45
INV=117.54
INV=117.58
PROP. 48" STM.
PROP. GRAVEL ACCESS DRIVE 120117
(FILL TO ELEVATION 120.5)
EX. DITCH (TO BE FILLED)
(TO BE FILLED)
EX. DITCH
EX. DITCH (TRM)
12
5
122
123
12412612
6
121 120121122123119120
1
2
1
122
1231201201251191191
2
1
121122122122122
1231231
2
4124126126
120 12
011
81181
1
7118120
119
RR
RR
RR
RR
RR
RR
RECP
RECPPS
RR
PS
OUTFALL
STORMWATER GRADING LIMITS (TYP.)
PS
RECP
STREAM/WETLAND PROTECTIVE FENCE (TYP.)
STREAM/WETLAND PROTECTIVE FENCE (TYP.)
PROTECTION
ROCK CHANNEL
RR
ROCK CHANNEL PROTECTION
PS PS PS
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:14:05 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-301-344.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
LEGEND
PROPOSED BOLLARD
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
PROPOSED OVERHEAD ELECTRIC
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING EDGE OF GRAVEL
EXISTING EDGE OF PAVEMENT/CURB
EXISTING UTILITY
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
PROPOSED COMMUNICATION LINE
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED UNDERGROUND ELECTRIC
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
XX
GL
RR ROCK LINED DITCH
VEGETATIVE DITCH
LIMITS OF DISTURBANCE
PS PERMANENT SEEDING
RECP ROLLED EROSION CONTROL PRODUCT
LIMITS OF GRADING
FLOW ARROW
STREAM/WETLAND PROTECTION FENCE
ROCK CHANNEL PROTECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
SHALL CONTINUE THROUGH THE BENCH TO THE TOP OF THE SLOPE ABOVE THE BENCH.
6. GRASS-LINED DITCHES SHALL BE PROVIDED WITH EROSION CONTROL MATTING TO THE TOP OF DITCH SLOPE. WHERE BENCHING OCCURS, THE MATTING
ALL SEEDED AREAS 3:1 AND STEEPER SHALL BE PROVIDED WITH EROSION CONTROL MATTING.5.
MULCH.
4. ANY DISTURBED AREA LEFT EXPOSED AND IDOL FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING WITH
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE THE EFFECTIVE
PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15 T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
EROSION & SEDIMENT CONTROL PLAN - PHASE 3ES-320
1" = 40'
755
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
ZONE 20
30+0035+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
VAL 6060+13 EMT1 5954+92EMT1 6008+14SEE DRAWING NO. ES-324MATCH LINESEE DRAWING NO. ES-322MATCH LINESEE DRAWING NO. ES-337
MATCH LINE
SEE DRAWING NO. ES-310
MATCH LINE
PROP. WHEELED PARKING (TYP.)
PROP. TRANSFER STAGING (TYP.)
PROP. CONTAINER STACKING (TYP.)PROP. CONTAINER STACKING (TYP.)
PROP. BARRIER WALL (TYP.)PROP. BARRIER WALL (TYP.)
PROP. 30" STM.
PROP. 48" STM.
3862-67-2716
CSX TRANSPORTATION, INC.
3863-71-6244
CSX TRANSPORTATION, INC.
P/L
PROP. PT02/ST06 TRACK
PROP. PT03/ST07 TRACK
PROP. CRANE RAIL 1
PROP. PT04 TRACK
PROP. PT05 TRACK
PROP. PT07 TRACK
PROP. PT06 TRACK
PROP. PT08 TRACK
PROP. NORTH RIP TRACK
PROP. CRANE RAIL 2
P/LPROP. 48" DUAL STM. CULVERT
EX. STREAM BUFFER
PROP. FIRE LINE (TYP.)PROP. FIRE LINE (TYP.)
PROP. 12" UD
PROP. 10" UD
PROP. 12" UD
PROP. 18" SD
55
52
49
46
RIM=128.67
RIM=127.78
RIM=127.33
PROP. 12" UD
PROP. 10" UD
PROP. 12" UD
65
62
59
56
RIM=127.33
RIM=127.78
RIM=128.67
RIM=128.90
PROP. 18" SD
PROP. 18" SD
PROP. 18" UD
PROP. 12" UD
PROP. 15" UD
25
24
23
22
RIM=127.33
RIM=127.78
RIM=128.67
RIM=128.90
PROP. 30" STM.
PROP. 36" STM.
PROP. 36" STM.
PROP. 42" STM.
21RIM=122.09
PROP. 12" UD
PROP. 12" UD
PROP. 18" UD
PROP. 18" SD
HW3
INV=112.33
120
125
125
125
127
127128
128
129
129
129
129 128
127
127
127
127
127
128
128
127
127
125
125
125
127
127128
128
129
129
129
129 128
127
127
127
127
127
128
128
127
127
122
117
PROP. C/L DITCH PROP. C/L DITCH
RIM=128.90
PROP. HML (TYP.)
PROP. FH
PROP. HML (TYP.)115113113116116ACCESS DRIVE
PROP. GRAVEL PROP. GRAVEL ACCESS DRIVE
1201251
1
611611
7118119121122123124126116
RR RR RR
RR
PSRECP RECP PS RECP
GRADING LIMITS (TYP.)
PS
ROCK CHANNEL PROTECTIONSTORMWATER OUTFALL
1201
1911811712112
2
121 12 2
GRADING LIMITS (TYP.)
GRADING LIMITS (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:14:08 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-301-344.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
LEGEND
PROPOSED BOLLARD
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
PROPOSED OVERHEAD ELECTRIC
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING EDGE OF GRAVEL
EXISTING EDGE OF PAVEMENT/CURB
EXISTING UTILITY
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
PROPOSED COMMUNICATION LINE
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED UNDERGROUND ELECTRIC
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
XX
GL
RR ROCK LINED DITCH
VEGETATIVE DITCH
LIMITS OF DISTURBANCE
PS PERMANENT SEEDING
RECP ROLLED EROSION CONTROL PRODUCT
LIMITS OF GRADING
FLOW ARROW
STREAM/WETLAND PROTECTION FENCE
ROCK CHANNEL PROTECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
SHALL CONTINUE THROUGH THE BENCH TO THE TOP OF THE SLOPE ABOVE THE BENCH.
6. GRASS-LINED DITCHES SHALL BE PROVIDED WITH EROSION CONTROL MATTING TO THE TOP OF DITCH SLOPE. WHERE BENCHING OCCURS, THE MATTING
ALL SEEDED AREAS 3:1 AND STEEPER SHALL BE PROVIDED WITH EROSION CONTROL MATTING.5.
MULCH.
4. ANY DISTURBED AREA LEFT EXPOSED AND IDOL FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING WITH
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE THE EFFECTIVE
PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15 T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
EROSION & SEDIMENT CONTROL PLAN - PHASE 3ES-323
1" = 40'
758
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
ZONE 23
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
VAL 6060+13 EMT1 5954+92EMT1 6008+14SEE DRAWING NO. ES-327MATCH LINESEE DRAWING NO. ES-325MATCH LINESEE DRAWING NO. ES-340
MATCH LINE
SEE DRAWING NO. ES-313
MATCH LINE
TERMINAL DRIVE
PROP. RETURN TO
PROP. TERMINAL DRIVE
PROP. TERMINAL DRIVE
PROP. 12" STM.
3863-71-6244
CSX TRANSPORTATION, INC.
EX. STREAM BUFFER
LIMITS OF 500 YEAR FLOOD HAZARD
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. WETLAND (TRM)
EX. STREAM BUFFER
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
HW5
INV=92.04
PROP. 36" STM. CULVERT90
RIM=102.31
1
0
5
106
1
0
0
107
108
109
90
95
100
103
104
97
98
89
90
95
100
89
96
97
98
103
104 100101
10510510597106
106
1
0
5105108
110
109
109
108
1071071
0
4
1
0
310
310
01
0
4
1041031
0
3
108
108
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
105
109
1
0
3
1
0
2
1
0
2
105
107
108107
107108
109104RIM=98.07
88
PROP. 24" STM.
PROP. LIGHT POLE (TYP.)
105
95
9596
97
9393 9997HW33
INV=96.93
PROP. LEVEL SPREADER (D)
PROP. FENCE (TYP.)
ARCHAEOLOGICAL SITE AREA 95100 96
9
7
9
8
99101102 95
95
100
10596
97
98
99
1011021031041061071089596979899100
101
100
97
98
99
95
1
0
0
105
90
90100
105
105104106107 107
9593
9395
9393
95
90
90
103
GL
GL
GL
GL
GL
GL
GL
PS
RECP
RECP
PS
RECP
RECP
RECP
RECP
PS
PS
PS
RECP
PSRECP
RECP
PS
PS
RECP
RECP
RECP PS
OUTFALL
STORMWATER
STORMWATER OUTFALL
GRADING LIMITS (TYP.)
PS
PS
PS
PS
PS
POND 1POND 1
FENCE (TYP.)
PROTECTIVE
STREAM/WETLAND
PROTECTION (TYP.)
ROCK CHANNEL
FENCE (TYP.)
PROTECTIVE
STREAM/WETLAND
GRADING LIMITS (TYP.)
FENCE (TYP.)
PROTECTIVE
STREAM/WETLAND
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:14:09 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-301-344.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
LEGEND
PROPOSED BOLLARD
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
PROPOSED OVERHEAD ELECTRIC
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING EDGE OF GRAVEL
EXISTING EDGE OF PAVEMENT/CURB
EXISTING UTILITY
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
PROPOSED COMMUNICATION LINE
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED UNDERGROUND ELECTRIC
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
XX
GL
RR ROCK LINED DITCH
VEGETATIVE DITCH
LIMITS OF DISTURBANCE
PS PERMANENT SEEDING
RECP ROLLED EROSION CONTROL PRODUCT
LIMITS OF GRADING
FLOW ARROW
STREAM/WETLAND PROTECTION FENCE
ROCK CHANNEL PROTECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
SHALL CONTINUE THROUGH THE BENCH TO THE TOP OF THE SLOPE ABOVE THE BENCH.
6. GRASS-LINED DITCHES SHALL BE PROVIDED WITH EROSION CONTROL MATTING TO THE TOP OF DITCH SLOPE. WHERE BENCHING OCCURS, THE MATTING
ALL SEEDED AREAS 3:1 AND STEEPER SHALL BE PROVIDED WITH EROSION CONTROL MATTING.5.
MULCH.
4. ANY DISTURBED AREA LEFT EXPOSED AND IDOL FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING WITH
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE THE EFFECTIVE
PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15 T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
EROSION & SEDIMENT CONTROL PLAN - PHASE 3ES-326
1" = 40'
761
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
ZONE 26
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
VAL 6060+13 EMT1 5954+92EMT1 6008+14SEE DRAWING NO. ES-335MATCH LINESEE DRAWING NO. ES-320
MATCH LINE
SEE DRAWING NO. ES-333MATCH LINE3862-56-2216
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.
P/L
P/L
P/L
EX. C/L DITCH (TRM)
EX. 24" STM. (TRM)
EX. C/L DITCH (TRM)
EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. STREAM BUFFER
PROP. C/L DITCH
118118119PROP. FENCE (TYP.)
P/LP/L
PROP. FENCE (TYP.)
EX. STREAM BUFFER
EX. DITCH (TRM)
121 119
120119121121 122122 12312
3
1181
2
0 1161171181191
2
1
120
119118119
1201191
2
0120 125
125120 1251171181191211221231241
1
6
120
120
121
122123
124
119
118
117118 118117118119RR
STREAM/WETLAND PROTECTIVE FENCE (TYP.)
PROTECTIVE FENCE (TYP.)
STREAM/WETLAND GRADING LIMITS (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:14:11 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-301-344.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
LEGEND
PROPOSED BOLLARD
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
PROPOSED OVERHEAD ELECTRIC
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING EDGE OF GRAVEL
EXISTING EDGE OF PAVEMENT/CURB
EXISTING UTILITY
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
PROPOSED COMMUNICATION LINE
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED UNDERGROUND ELECTRIC
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
XX
GL
RR ROCK LINED DITCH
VEGETATIVE DITCH
LIMITS OF DISTURBANCE
PS PERMANENT SEEDING
RECP ROLLED EROSION CONTROL PRODUCT
LIMITS OF GRADING
FLOW ARROW
STREAM/WETLAND PROTECTION FENCE
ROCK CHANNEL PROTECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
SHALL CONTINUE THROUGH THE BENCH TO THE TOP OF THE SLOPE ABOVE THE BENCH.
6. GRASS-LINED DITCHES SHALL BE PROVIDED WITH EROSION CONTROL MATTING TO THE TOP OF DITCH SLOPE. WHERE BENCHING OCCURS, THE MATTING
ALL SEEDED AREAS 3:1 AND STEEPER SHALL BE PROVIDED WITH EROSION CONTROL MATTING.5.
MULCH.
4. ANY DISTURBED AREA LEFT EXPOSED AND IDOL FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING WITH
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE THE EFFECTIVE
PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15 T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
EROSION & SEDIMENT CONTROL PLAN - PHASE 3ES-334
1" = 40'
769
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
ZONE 34
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
VAL 6060+13 EMT1 5954+92EMT1 6008+14SEE DRAWING NO. ES-338MATCH LINESEE DRAWING NO. ES-323
MATCH LINE
SEE DRAWING NO. ES-336MATCH LINE3862-67-2716
CSX TRANSPORTATION, INC.
3863-71-6244
CSX TRANSPORTATION, INC.
PROP. 24" STM.P/LEX. C/L DITCH (TRM)P/LPROP. 48" STM.
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
INV=115.68
HW22
HW20INV=114.94
HW19
HW13
RIM=120.50
8
1
2
2
1
2
3
13
0
13
1
13
2
1
2
1
110
110
115
115
120
120
116
122
125
125
130
130
123 120123
125
125
130
130
123110116
122
110
110
115
115
131 132
107
PROP. MOUNDINGPROP. MOUNDING
PROP. MOUNDINGPROP. MOUNDING
PROP. 36" STM.
HW12
INV=113.75
7
9
10
RIM=115.95
PROP. 24" STM.
PROP. 12" STM.
HW18
INV=112.91
INV=114.15
120115115RIM=118.00
INV=114.50
115
115
114
114
116RIM=119.00
122
121
115
116
110
110
115
116
120
120
120
121
120
120
116
115120120117115113115116113112112PROP. FENCE (TYP.)
P/LP/L
AND FILTER STRIP (C)
PROP. LEVEL SPREADER
FILTER STRIP (B)
SPREADER AND
PROP. LEVEL
PROP. 36" STM.
PROP. 18" STM.
PROP. 36" STM.
BUFFER
EX. STREAM
BUFFER
EX. STREAM
PROP. FENCE (TYP.)115120125
116117118119121122123124120
121
122 115116117118115116117118119115 120116 1171181191
2
1 122123124116
115114110115120 120
120
12
0
115115
1 1 0
115 115115 12
0 125120120
125
115
115
110RR
PSRECP
RECP
PS
RECP
RECP
RECP
PS
RECP
RECP
RECP
PS
RECP
RECP
RECP
RECP
PS
PS
PS
RECP
RECPPS
RECPPS
RECP
STORMWATER OUTFALL
STORMWATER OUTFALL
STORMWATER OUTFALL
GRADING LIMITS (TYP.)
GRADING LIMITS (TYP.)
GRADING LIMITS (TYP.)
PS
PS
PS
PS
PS
PS
POND 3POND 3
POND 2POND 2
FOREBAY 2
ROCK CHANNEL PROTECTION (TYP.)
FENCE (TYP.)
STREAM/WETLAND PROTECTIVE
STREAM/WETLAND PROTECTIVE FENCE (TYP.)
PROTECTION (TYP.)
ROCK CHANNEL
GRADING LIMITS (TYP.)1191181
1
7
120
121
121
116121
12 2
12 3
12 4 125
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:14:13 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-301-344.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
LEGEND
PROPOSED BOLLARD
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
PROPOSED OVERHEAD ELECTRIC
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING EDGE OF GRAVEL
EXISTING EDGE OF PAVEMENT/CURB
EXISTING UTILITY
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
PROPOSED COMMUNICATION LINE
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED UNDERGROUND ELECTRIC
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
XX
GL
RR ROCK LINED DITCH
VEGETATIVE DITCH
LIMITS OF DISTURBANCE
PS PERMANENT SEEDING
RECP ROLLED EROSION CONTROL PRODUCT
LIMITS OF GRADING
FLOW ARROW
STREAM/WETLAND PROTECTION FENCE
ROCK CHANNEL PROTECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
SHALL CONTINUE THROUGH THE BENCH TO THE TOP OF THE SLOPE ABOVE THE BENCH.
6. GRASS-LINED DITCHES SHALL BE PROVIDED WITH EROSION CONTROL MATTING TO THE TOP OF DITCH SLOPE. WHERE BENCHING OCCURS, THE MATTING
ALL SEEDED AREAS 3:1 AND STEEPER SHALL BE PROVIDED WITH EROSION CONTROL MATTING.5.
MULCH.
4. ANY DISTURBED AREA LEFT EXPOSED AND IDOL FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING WITH
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE THE EFFECTIVE
PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15 T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
EROSION & SEDIMENT CONTROL PLAN - PHASE 3ES-337
1" = 40'
772
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
ZONE 37
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:15:00 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-401-404.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
EROSION & SEDIMENT CONTROL PLAN - DETAILSES-402
781
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
GRATE
SEWER
STORM
CORNERS
REINFORCED
AREA
CONTAINMENT
2 FOOT
MANAGEABLE
STRAPS
LIFT
STRAPS
DUMPING
INLET
STORM
CITY/STATE:
PROJECT:
DATE:DR. NO:
DR. BY:
DETAIL OF INLET SEDIMENT CONTROL DEVICE
DANDY SACK TM
Ô
MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS:
FROM A WOVENMANUFACTURED IN THE U.S.A. WILL BE NOTE: THE DANDY SACK
Ô (BLACK)REGULAR FLOW DANDY SACK
Ô
SPECIFICATIONS
DANDY SACK
Mechanical Properties Test Method Units MARV
Grab Tensile Strength ASTM D 4632 kN (lbs)1.78 (400) x 1.40 (315)
Grab Tensile Elongation ASTM D 4632 15 x 15
Puncture Strength ASTM D 4833 kN (lbs)0.67 (150)
Mullen Burst Strength ASTM D 3786 kPa (psi)5506 (800)
Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.67 (150) x 0.73 (165)
UV Resistence ASTM D 4355 90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft )2852 (70)
Permittivity ASTM D 4491 Sec 0.90-1
22
Ô (SAFETY ORANGE)HI-FLOW DANDY SACK
Mechanical Properties Test Method Units MARV
Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200)
Grab Tensile Elongation ASTM D 4632 24 X 10
Puncture Strength ASTM D 4833 kN (lbs)0.40 (90)
Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450)
Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75)
UV Resistence ASTM D 4355 90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145)
Permittivity ASTM D 4491 Sec 2.1-1
22
Ô can be ordered with our optional oil absorbent pillows*Note: All Dandy Sacks
PORTS
OVERFLOW
PROVIDE
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78304/12/201910:15:02 AMJ:\20180935\Dgn\04Sheets\13-Erosion Control Plan\ES-401-404.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
NOT TO SCALE
INLET PROTECTION DETAIL
NOT TO SCALE
SEDIMENT BASIN DETAIL
EROSION & SEDIMENT CONTROL PLAN - DETAILSES-404
783
115+00
118+81
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-102MATCH LINE6065+00
6070+00
PROP. SIDING TRACK (BY SEPARATE PLAN)
3862-31-1228
SUNSET PARTNERS LLC
3862-21-7187CSX TRANSPORTATION, INC.
INV.(W)=89.92EX. END OF PIPE
E
X.
P
A
V
E
ME
NT
E
X.
P
A
V
E
ME
NT
PROP. SWITCHING LEAD TRACK (BY SEPARATE PLAN)
EX. C/L DITCH
EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
ELEC.
EX. OVERHEAD
P/L
CSX R/W
CSX R/W
CSX R/W
EX. PAVEMENT (TRM)
EX. GRAVEL (TRM) (TYP.)
EX. C/L DITCH
P/L
EX. POWER POLE
EX. POW ER POLE
CSX R/W
CSX R/W
EX. COMMUNICATION MARKEREX. 36" STM.INV.(E)=88.78EX. END OF PIPE
EX. FENCE (TRM)
EX. EDGE OF PAVEMENT (TRM)
EX. 5' DRAINAGE & UTILITY EASEMENT P.B. 2. PAGE 151A
EX. BOLLARD (TRM)
EX. COMMUNICATION MARKEREASEMENT P.B. 2. PAGE 151A
EX. 5' DRAINAGE & UTILITY
CSX R/W
TRACK 2EX. MAINLINE
TRACK 1EX. MAINLINE
EX. BUILDING
EX. BUILDING
EX. SIGN (TYP.)
EX. FENCEEX. POWER POLE
EX. NATURAL GAS LINE
EX. BUILDING
CSX R/W
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. WETLAND
EX. FIBER OPTIC
EX. WETLAND
EX. STREAM
100
105
110
115
90
95
95929
3
94 9090
909
0
90 9592
9
2 92939495
9
0
90
9595
95
100
100
100
105
110
115
105110
95
95
100
105
105
100
95
100
95
95
9594
9090909090909090
112
113
114101
9899
97
9696
97
9898 908
9 9189
91
111
112
113
114
112113
1141
1
1
104
104
96
97
9
7
98100
105
110
102
9293
9
4
93
99100
101
102
102101
96
9293
9293
9491919292 96
9797 979693
8788
8988878788888787
88
89
89
8
9
8
9
9091
103
102
103
109
105
104
E
X.
P
A
V
E
ME
NT
E
X.
P
A
V
E
ME
NT
D.B. 1019. PAGE 637
EX. 30' POWER LINE EASEMENT
DEVLOPMENT CORP P.B. 2. PAGE 151A
EX. 60' EASEMENT FOR EDGECOMBE COUNTY
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:21 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
GRADING & DRAINAGE PLAN - ZONE 1CG-101
1" = 40'
197
115A
VAL 6060+13105+00110+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-103MATCH LINESEE DRAWING NO. CG-101MATCH LINESEE DRAWING NO. CG-115
MATCH LINE
6055+00
6060+00
PROP. 36" STM.
3862-31-1228
SUNSET PARTNERS LLC
3862-32-8825
CSX TRANSPORTATION, INC.
PROP. GRAVEL ACCESS DRIVE
P/
L
TRACK 2EX. MAINLINE
TRACK 1EX. MAINLINE
EX. MILE MARKER SIGN EX. FIBER OPTIC
EX. SIGN
EX. SIGN
EX. ELEC. PULLBOX
EX. ELEC. PULLBOX
EX. COMM. MARKER
CSX R/W
EX. C/L DITCH (TRM)
EX. FENCE
EX. BUILDING(TYP.)
EX. BUILDING (TYP.)
EX. POWER POLE
EX. EDGE OF PAVEMENT
EX. FENCE (TYP.)
EX. EDGE OF PAVEMENT
EX. BUILDING (TYP.)
EX. EDGE OF PAVEMENT
EX. BUILDING (TYP.)
EX. FENCE (TYP.)CSX R/W
EX. POWER POLE
EX. LIGHT POLE
EX. EDGE OF PAVEMENT
EX. BUILDING (TYP.)
STR (TYP.)EX. WAT. EX. PAVEMENT
CSX R/W
CSX R/W
P/
L
(BY SEPARATE PLAN)
PROP. SIDING TRACK
PROP
. C
/L
SOUTH
LEAD
TRACK
EX. COMMUNICATION MARKER
EX. 5' DRAINAGE & UTILITY EASEMENT P.B. 2. PAGE 151A
CSX R/W
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
P
RO
P.
3
6"
S
TM.
EX. STREAM
EX. STREAM
EX. W ETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER EX. STREAM (TRM)
EX. WETLAND (TRM)
EX. STREAM
HW8
HW7 INV=96.22
INV=96.94
RIM=102.60
PROP. C/L DITCH
P
R
O
P. C/L
DI
T
C
H
100
100
102
96
105
10
2 1031
0
4
100
98
106
107
108951001051039899949910010410495
94
98
98
95
9510010598991051041051051071071051031039
8
1
0
0
1
0
4
1
0
4
1
0
0
9
9
9
8
9
5
95
95
95
100
100
105
105
10098 99101102100
105
101
102
103
104
106
107
1051101021031
0
4 1061071081091111121
0
096979
8
9
9
1
0
1
9999
96
9
5
9
5
100
10
5 105100 100100
100
100
105
10510510510
5105105
10
5
105
105
105
105
105
110
10595
100
94 95
95
100 9996
97
104
1
0
6
107
108
109
106107108109
9697
9697
99 98101
9798
99104
105
110 979
8 99101102103105
104
109
110
105
105106
105
104(PROJECT DEMARCATION POINT)
PROP. NO. 10 LH T/O
HW10
RIM
=103.33113
P
R
O
P. C/L
DI
T
C
H
PROP. LIGHT POLE
PROP. GRAVEL ACCESS DRIVE
PROP. FENCE (TYP.)
9
5 P
RO
P.
4
2
"
S
TM.
2
3
IN
V
=97.
5
0PROP. STORMWATER MANAGEMENT BASIN
PROP. AT-GRADE RAIL CROSSING
P.B. 2. PAGE 151A
DEVLOPMENT CORP
EDGECOMBE COUNTY
EX. 60' EASEMENT FOR
PAGE 637
EASEMENT D.B. 1019.
EX. 30' POWER LINE
P.B. 2. PAGE 151A
DEVLOPMENT CORP
EDGECOMBE COUNTY
EX. 60' EASEMENT FOR 10510510699
100
102
98
95
95
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:23 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 2CG-102
1" = 40'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
198
100+00JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-104MATCH LINESEE DRAWING NO. CG-102MATCH LINESEE DRAWING NO. CG-116
MATCH LINE
6045+00
6050+00
PRO
P. S
T
0
7
TR
AC
K
PRO
P. S
T
0
6
TR
AC
K
PROP. ORNAMENTAL FENCE (TYP.)
PROP. GRAVEL ACCESS DRIVE
PROP. ACCESS DRIVE TURNAROUND
3862-32-8825
CSX TRANSPORTATION, INC.
EXISTING CEMETERY (TRM)
EX
. C
/L
D
ITCH
(TRM
)EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
CSX R/W
CSX R/W
EX. C/L DITCH (TRM)
EX. DIRT ROAD (TRM) (TYP.)
CSX R/W
LE
A
D
T
R
A
C
K
P
R
O
P. C/L
S
O
U
T
H
PROP. SIDING TRACK (BY SEPARATE PLAN)
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
EX. STREAM
EX. WETLAND (TRM)
EX
. WETLAND
(TRM
)110
109
1
1
01101111
0
8108
115
1
1
0108
1
1
3
1
0
8
1
06106 108106106109110 115
120
125
1291
0
9105 110
108
109
111
115120125112113114116117118119121122123124126127128129105
1
0
5
105
110
110
110
110
110
110
105 110
115
120118119121120
110 110120120
115
115
115 1221101
0
9 115120125123 124126125126127 1
2
2
122
123
124
110
111
112 113114
115 115
115
105 1101
0
6
107
10
5105 105128
11
1
1
1
2 1131
1
4 116 117118119121
128
111
P
R
O
P. C/L
DI
T
C
H
P
R
O
P. C/L
DI
T
C
H
P
R
O
P. LIG
H
T
P
O
LE
PROP
. GRAVE
L
ACCESS
DR
IVE
PROP
. GRAVEL
ACCESS
DR
IVE
EX. DIRT ROAD (TRM)
EX. DIRT ROAD (TRM) (TYP.)
PROP. FENCE (TYP.)
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:24 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 3CG-103
1" = 40'
199
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-105MATCH LINESEE DRAWING NO. CG-103MATCH LINESEE DRAWING NO. CG-117
MATCH LINE
6040+00
PROP. ORNAMENTAL FENCE (TYP.)
PROP. GATE
3862-32-8825
CSX TRANSPORTATION, INC.
3862-44-2350
CSX TRANSPORTATION, INC.
3862-44-2350
CSX TRANSPORTATION, INC.
3862-43-5381
CSX TRANSPORTATION, INC.
PROP. FENCE (TYP.)
EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
CSX R/W
EXISTING CEMETERY (TRM)EXISTING CEMETERY (TRM)P/
L
P/
L
CSX R/W
EX. ELEC. PULLBOX
P/
L
PROP. GRAVEL ACCESS DRIVE
PROP. GRAVEL ACCESS DRIVE
PROP. SIDING TRACK (BY SEPARATE PLAN)
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
PROP. WAT. (TYP.)
120
125
129
125
127
117
128 128129129129 127127128
128129 125125
125
125115
115
115
125 125
120
120
125
120120
120
125
116
120
117
118
119
121 122
126127127128
128
125
126
127
126126
128
127128128
120
120
130
128
128 1281
2
8 128127126 126127PROP. ADDITIONAL STOCKPILE AREAPROP. ADDITIONAL STOCKPILE AREA
128125
128
129
EX. DIRT ROAD (TRM)
EX. DIRT ROAD (TRM)
INV=118.02
PROP. FENCE (TYP.)
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:25 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 4CG-104
1" = 40'
200
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-106MATCH LINESEE DRAWING NO. CG-104MATCH LINESEE DRAWING NO. CG-118
MATCH LINE
6025+00
6030+00
PROP. GATE
FENCE (TYP.)
PROP. ORNAMENTAL
PROP. GATE
PROP. TURNAROUND
3862-44-2350
CSX TRANSPORTATION, INC.
3862-44-3619
CSX TRANSPORTATION, INC.
3862-55-2186
CSX TRANSPORTATION, INC.
3862-45-2503
BAPTIST CHURCH
MARKS CHAPEL
3862-45-5921
CSX TRANSPORTATION, INC.
PROP. FENCE (TYP.)
POLE (TRM)
EX. POWER
P/
L
EX. ELEC. PULLBOX
EX. SHED
INV.(N)=121.00
EX. END OF PIPE
EX. 12" STM.
INV.(S)=119.77
EX. END OF PIPE
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
CSX R/W
EX. MAINLINE TRACK 1
P/
L
P/
L
P/
L
EX. COMMUNICATION MARKER
EX. SIGN
CSX R/W
(TRM)
CEMETERY
EXISTING
(TRM)
CEMETERY
EXISTING
P/
L
EX. GRAVEL (TRM)
PROP. GRAVEL ACCESS DRIVE
PROP. GRAVEL ACCESS DRIVE
PROP. SIDING TRACK (BY SEPARATE PLAN)
P/
L
P/L
EX. FIBER OPTIC
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
PROP. WAT. (TYP.)
125
127
122
1
2
7127 12
7
127127
1271
2
7
12
7
126
1
2
7
1
2
8
127
125 125 125 125 125 125
125
125
125
12712712
7
PROP. ADDITIONAL STOCKPILE AREAPROP. ADDITIONAL STOCKPILE AREA
128
125126
125123
EX. GRAVEL (TRM)
P/
L
PROP. FENCE (TYP.)
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:26 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 5CG-105
1" = 40'
201
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-107MATCH LINESEE DRAWING NO. CG-105MATCH LINESEE DRAWING NO. CG-119
MATCH LINE
6015+00
6020+00
PROP. ORNAMENTAL FENCE (TYP.)PROP. GATE
PROP. GATE
FENCE (TYP.)
PROP. ORNAMENTAL PROP. GATE3862-45-2503
MARKS CHAPEL BAPTIST CHURCH
3862-45-5921
CSX TRANSPORTATION, INC.
3862-56-2216
CSX TRANSPORTATION, INC.
EXISTING CEMETERY (TRM)EXISTING CEMETERY (TRM)
CSX R/W
EX. COMMUNICATION MARKER
EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
EX. GRAVEL (TRM)
P/
L
P/L
EX. GRAVEL
CSX R/W
PROP. GRAVEL ACCESS DRIVE
ACCESS DRIVE
PROP. GRAVEL
PROP. SIDING TRACK (BY SEPARATE PLAN)
P/
L
P/L
P/
L
EX. FIBER OPTIC
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
P/L
EX. COMM. MARKER (TRM)
EX. FENCE (TRM)
PROP. WAT. (TYP.)
13
0
130
130 130
130
130130
1
3
0
130 130
130
130
130
130
130
130
1261261261261
2
7
128
128
1
2
9
127126127
127126127
125126 127
128
126127
127 128
126
126
125
1271
2
7
128
129
125
12
7
127 128
128127126
PROP. ORNAMENTAL FENCE (TYP.)
125
PROP. C/L DITCH
EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
P/L
P/L
PROP. GATE
128
125
125
129
123
125125126
126
129
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:27 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 6CG-106
1" = 40'
202
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
++++EMT1 6008+14114
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-108MATCH LINESEE DRAWING NO. CG-106MATCH LINESEE DRAWING NO. CG-120
MATCH LINE
6005+00
6010+00
FENCE (TYP.)PROP. ORNAMENTAL PROP. GATEPROP. GATE3862-56-2216
CSX TRANSPORTATION, INC.COLLEGE RDEX. 16" WAT. LINE (TRM) (PLAN)EX. C/L DITCH (TRM) (TYP.)EX. COMM. MARKER (TRM)EX. POWER POLE (TRM)
EX. POWER POLE
EX. POWER POLE (TRM)
EX. POWER POLE (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. C/L DITCH (TRM) (TYP.)
EX. OVERHEAD ELEC. (TRM)
EX. SIGN (TRM)
EX. 36" STM.
INV.(W)=122.80
EX. END OF PIPE
EX. COMMUNICATION MARKEREX. MILE MARKER SIGN
(TRM)
CULVERT
EX. 12" STM.
MH (TRM)
EX. ELEC.
EX. ASPHALT PAVEMENT (TRM)
EX. GUY WIRE (TRM)P/LEX. COMM. PEDESTAL (TRM) (TYP.)
EX. COMM. MARKER (TRM)
EX. POWER POLE (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. STM. CULVERT (TRM)
EX. C/L DITCH (TRM) (TYP.)
(TRM) (PLAN)
EX. 16" WAT. LINE
(TRM)
CULVERT
EX. STM.
EX. GUY WIRE (TRM)
EX. POWER POLE (TRM)
WIRE (TRM)
EX. GUY R/WR/WCSX R/W
CSX R/W
R/WR/WEX. COMMUNICATION MARKER
EX. SHED
EX. FIBER OPTIC
EX. CROSSING SIGNAL
EX. ELEC.
SIGNAL
EX. CROSSING
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
CSX R/W
CSX R/W
PROP. ACCESS DRIVE
PROP. SIDING TRACK (BY SEPARATE PLAN)
INV.(W)=122.99
EX. END OF PIPE
EX. 16" DFV W/ BOX (TRM) (PLAN)
EX. 30" WAT. LINE ENCASEMENT (PLAN)
EX. 60' RIGHT OF WAY (TRM)
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
P/L
EX. FENCE (TRM)
(TRM)
BOLLARD
EX.
EX. C/L DITCH
EX. WETLAND (TRM)
PROP. FH
PROP. WAT. (TYP.)
HW2
INV=118.86
125
130
130
130
130
130
130
130
130
130
130 130130 130
125
125
125125
125125
125
12312312
4124 1261271221
2
8
130
130130130 130130
126127
125125125121122123124126127125121122123124126120128127126128127126125 124126 12512
5 125125127
12
8128128
PROP. FENCE (TYP.)
PROP. ADDITIONAL STOCKPILE AREAPROP. ADDITIONAL STOCKPILE AREA
125
127
127
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
123
EX. C/L DITCH (TRM)
UTILIZED (BY SEPARATE PLAN)
APPROXIMATE STOCKPILE AREA
UTILIZED (BY SEPARATE PLAN)
APPROXIMATE STOCKPILE AREA
TOWER
FUT. COMMUNICATION
PROP. FENCE (TYP.)
PROP. 48" STM. CULVERT
122
125
127
124
125122 124
123
122
125
120
120
125
125126
121
126
12
6
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:28 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 7CG-107
1" = 40'
203
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-109MATCH LINESEE DRAWING NO. CG-107MATCH LINESEE DRAWING NO. CG-121
MATCH LINE
5995+00
6000+00
3862-56-2216
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.
CSX R/W
CSX R/W
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
EX. COMMUNICATION MARKER
EX. MILE MARKER SIGN
EX. MILE MARKER SIGN
CSX R/W
CSX R/W
EX. OVERHEAD ELEC.
EX. POWER POLE
EX. C/L DITCH
EX. FIBER OPTIC
EX. COMMUNICATION MARKER
P/
LP/
L
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. MAINLINE TRACK 1
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. MAINLINE TRACK 2
123
130
130
130
130
130
130130
130
1
3
0 130 130130
130
130
125125
12
6
1
2
61
2
6
12
7
124 12 51271281
2
7
12
8
129
128
127
127
PROP. ADDITIONAL STOCKPILE AREAPROP. ADDITIONAL STOCKPILE AREA
125
PROP. C/L DITCH
UTILIZED (BY SEPARATE PLAN)
APPROXIMATE STOCKPILE AREA
UTILIZED (BY SEPARATE PLAN)
APPROXIMATE STOCKPILE AREA
PROP. FENCE (TYP.)
125
125126
126
125
125
126
126
124
122
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:30 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 8CG-108
1" = 40'
204
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-110MATCH LINESEE DRAWING NO. CG-108MATCH LINESEE DRAWING NO. CG-122
MATCH LINE
5990+00
5995+00
3862-67-2716
CSX TRANSPORTATION, INC.
3863-71-6244
CSX TRANSPORTATION, INC.
EX. 36" STM.
INV.(W)=119.20
EX. END OF PIPE
PROP. NORTH RIP TRACK
EX. OVERHEAD ELEC.
EX. C/L DITCH
CSX R/W
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
CSX R/W
EX. C/L DITCH
EX. COMMUNICATION MARKER
CSX R/W
CSX R/W
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
P/LP/
L
(BY SEPARATE PLAN)
PROP. SIDING TRACK
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. OVERHEAD ELEC.
EX. C/L DITCH
EX. OVERHEAD ELEC.
EX. COMMUNICATION MARKER
EX. STREAM
EX. ENDWALL
INV.(E)=BURIED
EX. END OF PIPE
EX. C/L DITCH
TRACK 1
EX. MAINLINE
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. WETLAND (TRM)
POLE
POWER
EX.
122
127
130
130
130130
130
130
125
130
130
125
125125
125
125
125125
130
130
128
129 127 125 123123 124124126127
127
128 125121122123124126127127
127125PROP. C/L DITCH
PROP. ADDITIONAL STOCKPILE AREAPROP. ADDITIONAL STOCKPILE AREA
125124123
123
125 126
124
PROP. C/L DITCH
PROP. GRAVEL ACCESS DRIVE
125
125
127
123
125
120
120
125
119 118
123
124
125
EX. C/L DITCH (TRM)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:31 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 9CG-109
1" = 40'
205
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-111MATCH LINESEE DRAWING NO. CG-109MATCH LINESEE DRAWING NO. CG-123
MATCH LINE
5980+00
5985+00
3863-71-6244
CSX TRANSPORTATION, INC.
EX. 24" STM.EX. 24" STM.
INV.(E)=120.07
EX. END OF PIPEFILLED WITH DEBRIS
INV.(W)=122.60
EX. END OF PIPE
FILLED WITH DEBRIS
INV.(W)=120.56
EX. END OF PIPE
INV.(W)=119.70
EX. END OF PIPE
3862-67-2716
CSX TRANSPORTATION, INC.
CSX R/W
CSX R/W
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1 EX. C/L DITCH
EX. COMMUNICATION MARKER EX. WOODEN BRIDGE
EX. COMMUNICATION MARKER
EX. PAVEMENT EX. FH
EX. WAT. LINE
EX. GUY WIRE
EX. POWER POLE
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.
POLE
EX. POWER
CSX R/W
CSX R/W
P/L
PROP. 48" DUAL STM. CULVERT
(BY SEPARATE PLAN)
PROP. SIDING TRACK
PROP. NORTH RIP TRACK
EX. GUY WIRE
EX. POWER POLE
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
EX. OVERHEAD ELEC.
EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. STREAM
HW4
EX. POWER POLE
124
125
130
135
138
138
123125130135137130
130
130130 125125
125
125 125125125
125
126
127
128
129
126127128125123
124126127 1 2 5123124 1261
2
7
1251251
2
1
12312312412412612
6 1251221231241261
2
7
127
12
7
1
2
1
1
2
0
122120120
12 2
12212012012112
7
12
6
12
6
PROP. C/L DITCH
PROP. C/L DITCH
PROP. STOCKPILE AREAPROP. STOCKPILE AREA
HW21
INV=119.27
126125
125
126
125
123
126 126
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
EX. GRAVEL (TRM)
PROP. GRAVEL ACCESS DRIVE
INV=113.89120
120
125
127
126
125
124
123
122
121
120
125
115
115
135
130
120
125
127
125
127
1
2
2
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:32 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 10CG-110
1" = 40'
206
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-112MATCH LINESEE DRAWING NO. CG-110MATCH LINESEE DRAWING NO. CG-124
MATCH LINE
5970+00
5975+00
PROP. ST07 TRACK
PROP. NORTH RIP TRACK
ACCESS DRIVEPROP. GRAVEL
PROP. 10" UD
3863-71-6244
CSX TRANSPORTATION, INC.
EX. 8" STM.
INV.(W)=122.65
EX. END OF PIPE
INV.(W)=122.08
EX. END OF PIPE
BFV (PLAN)
EX. 24"
ASPHALT PAVEMENT
EX. EDGE OF
EX. POWER POLE
EX. FENCE (TYP.)
PROP. NORTH RIP TRACK
EX. POWER POLE
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.
CSX R/W
EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
CSX R/W
EX. PAVEMENT
EX. 8" WAT. LINE (PLAN)EX. CURB & GUTTER
EX. POWER POLE
EX. 24" WAT. MAIN (PLAN)
EX. SIGN
EX. WAT. MARKER
EX. 24" WAT. MAIN (PLAN)
CSX R/W
EX. CONCRETE PAVEMENT ELEC.
EX. OVERHEAD
EX. OVERHEAD ELEC.
EX. EDGE OF ASPHALT PAVEMENT
CSX R/W
EX. 30" WAT. MAIN ENCASEMENT (PLAN)
EX. WAT. MARKER
EX. 40' WATER EASEMENT (PLAN)
EX. BUILDING
EX. FIBER OPTIC
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
PROP. PT04 TRACK
PROP. SIDING TRACK (BY SEPARATE PLAN)
PROP. WAT. (TYP.)
POLE
POWER
EX.
PROP. 24" STM.
PROP. 24" STM.
PROP. 10" UD
HW23
INV=119.37
125126
123
123
120
120
125
122
127
125
122
123
124
1
2
6
118118
120
117
130
135
128
138
138
130
130
135
135
128
138
137
128 130135
128129131132133134136137
120125122
130
130
130130130
1301
2
5
125
125
125
125
125
125
125
125
120
127127127
125
126
127
128
125
125
125
130
120125 1
1
8
121
1221231241
2
6
12012511811
91211221231241261271271171161
2
7
12
5
12
5
12
6
127
1
1
9
PROP. C/L DITCH
PROP. STOCKPILE AREAPROP. STOCKPILE AREA
PROP. C/L DITCH
125
PROP. C/L DITCH
PROP. GRAVEL ACCESS DRIVE
135
130
125
125
127
127
120
126
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:33 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 11CG-111
1" = 40'
207
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
10+00
15+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-113MATCH LINESEE DRAWING NO. CG-111MATCH LINESEE DRAWING NO. CG-125
MATCH LINE
5960+00
5965+00
PROP. ST07 TRACK
PROP. PT08 TRACK
PROP. NORTH RIP TRACK
PROP. NORTH LEAD TRACK
PROP. GRAVEL ACCESS DRIVE
PROP. 10" UD
PROP. 18" STM.
PROP. 36" STM.
3863-71-6244
CSX TRANSPORTATION, INC.
CSX R/W
EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
EX. FENCE (TYP.)
EX. EDGE OF ASPHALT PAVEMENT
CSX R/W
EX. CONCRETE PAVEMENT
EX. POWER POLE
EX. POWER POLE
EX. EDGE OF CONCRETE PAVEMENT
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.
EX. POWER POLE
EX. BOLLARD
EX. BOLLARD
ELEC.
EX. OVERHEAD
EX. OVERHEAD ELEC.
EX. EDGE OF ASPHALT PAVEMENT
EX. EDGE OF ASPHALT PAVEMENT
EX. FENCE (TYP.)
EX. POWER POLE
EX. COMMUNICATION MARKER
CSX R/W
CSX R/W
EX. OVERHEAD ELEC.
RAIL CROSSINGPROP. AT-GRADE
EX. OVERHEAD ELEC.
EX. POWER POLE
(BY SEPARATE PLAN)
PROP. SIDING TRACK
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
EX. OVERHEAD ELEC.EX. POWER POLE
PROP. NORTH ENGINE READY TRACK
EX. WETLAND (TRM)EX. WETLAND (TRM)
PROP. SAN. (TYP.)
77
RIM=119.67
HW24INV=116.34
PROP. GRAVEL ACCESS DRIVE
RIM=115.39
INV=109.86
HW25
120
116
117
118
119
121
120
118
119
110
110110
115
108
120
120
120
116
115115
117
115116
114
112112
117
117
117116
115
115
106
110
118120117 110115120
110
120
120
120
115
120
115
1
1
5 115
115
120125
120
120
120
120
120
120
116
1
1
7
118
119
121
120
116
117
118
119
121
122
123
115
116
105
110
101102
103
104
106
107
108
109
111
112
113
114
115
116
117
115
113114
116
110
111
112
115
114116
117118 105105104106
104
110 106107108109111105115111
112
1131
1
4
1
1
6
110
115
106
107
108
109
111
112
113
114
120
124121
122
120
116PROP. C/L DITCH
PROP. C/L DITCH
PROP. STOCKPILE AREA
116
117
121
122
122
118
118
115
111
111
109
110
106
113
106
78
PROP. GRAVEL ACCESS DRIVE
PROP. WAT. (TYP.)
115
115
115116
HW28
INV=110.67
120
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:34 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 12CG-112
1" = 40'
208
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
+
+
+
+
+
113
A
EMT1 5954+920+00
5+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-114MATCH LINESEE DRAWING NO. CG-112MATCH LINESEE DRAWING NO. CG-126
MATCH LINE
5950+00
5955+00
PROP. NORTH LEAD TRACK
PROP. SIDING TRACK (BY SEPARATE PLAN)
PROP. GRAVEL ACCESS DRIVE
3863-71-6244
CSX TRANSPORTATION, INC.
EX. POWER POLE
EX. SAN. STEEL ENCASEMENT
INV.(E)=92.11
EX. END OF CGLVERT
INV.(E)=87.69
EX. END OF PIPE
EX1
EX. MAINLINE TRACK 1
EX. MAINLINE TRACK 2
EX. FIBER OPTIC
CSX R/W
CSX R/W
EX. POWER POLE
EX. OVERHEAD ELEC.
EX. POWER POLE
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.EX. OVERHEAD ELEC.
EX. POWER POLEEX. GUY WIRE
EX. GUY WIRE
EX. POWER POLE EX. 27" SAN. (PLAN)
EX. 4.7' X 12' STM. BOX CULVERT
CSX R/W
EX. PAVEMENT
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.
INV.(W)=90.38
EX. END OF CULVERT
EX. 12" STM.
INV.(W)=86.73
EX. END OF PIPE
CSX R/W
EX
. 2
7
" SAN
. (TRM
) (P
LAN
)INV.(W)=81.63 (PLAN)
INV.(E)=81.58 (PLAN)
RIM=95.16 (FV)
EX. SAN. MH (TRM)
E
X. 27"
S
A
N. (T
RM) (
PL
A
N)
INV.(NW)=80.49 27" RCP
INV.(NE)=80.36 27" RCP
RIM=95.01
EX. SAN. MH (TRM) (FV)
(PLAN)
EX. 30" SAN.
INV.(W)=80.80 30" RCP
INV.(E)=80.71 30" RCP
RIM=95.35
EX. SAN. MH (FV)
EX. OVERHEAD ELEC.
EX. BOLLARD
EX. C/L DITCH
EX. C/L DITCH
EX. FIBER OPTIC
(BY SEPARATE PLAN)
PROP. PS NO. 15 LH T/O
EX. POWER POLE
EX. MILE MARKER SIGN
EX. STREAM
EX. OVERHEAD ELEC.
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. WETLAND (TRM)EX. WETLAND (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)
LIMITS OF FLOOD HAZARD
EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EASEMENT (PLAN)
EX. 30' PERMANENT
LIMITS OF FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
FLOOD HAZARD
LIMITS OF 100 YEAR
LIMITS OF FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
FLOOD HAZARD
LIMITS OF 100 YEAR
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
EX. FIBER OPTIC
EX. STREAM BUFFER
EX. WETLAND (TRM)EX. WETLAND (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
PROP. SAN. (TYP.)
115
114
114
112112
110
1151
1
5 115115
115
115
105
110
115
101
102
103
104
106
107
108
109
111
111
111
112
113
114
116
100
100
105
110
98
99
101
102
103
104
106
107
108
109
110
110 100105110959090 90
90
90
90
90
909595
95 95115
115
115
10510510095
909090
90
95
100
919292
9293
94
96
97
98
99
90
91
90
9595
90
90
9
5
PROP. C/L DITCH
114115
(PS DERAIL)
PROJECT DEMARCATION POINT
HW27
INV=105.15
91
RIM=112.97
PROP. 36" STM.
PROP. 36" STM.
110
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:35 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 13CG-113
1" = 40'
209
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
ASEE DRAWING NO. CG-113MATCH LINESEE DRAWING NO. CG-127
MATCH LINE
5940+00
5945+00
3863-71-6244
CSX TRANSPORTATION, INC.
EX. BUILDING
CSX R/W
CSX R/W
ELEC.
OVERHEAD
EX.
BOLLARD
EX.
EX. BOLLARD
EX. CONCRETE PAVEMENT
EX. FENCE (TYP.)
EX. POWER POLE
EX. PAVEMENT
PAVEMENT
EX. CONCRETE
EX. STM. (TYP.)
EX. PAVEMENT
EX. OVERHEAD ELEC.
EX. OVERHEAD ELEC.
EX. POWER POLE
EX. OVERHEAD ELEC.
EX. EDGE OF PAVEMENT
EX. LIGHT POLE
EX. POWER POLE
EX. STM. (TYP.)
EX. OVERHEAD ELEC.
EX. FENCE (TYP.)
CSX R/W
EX. 27" SA
N. (T
R
M) (PLA
N)INV.(W)=81.32 (PLAN)
INV.(E)=81.25 (PLAN)
RIM=93.61 (FV)
EX. SAN. MH (TRM)
EX
. 2
7
" SAN
. (TRM
) (P
LAN
)CSX R/W
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
EX. POWER POLE
EX. OVERHEAD ELEC.
PROP. SIDING TRACK (BY SEPARATE PLAN)
EX. FIBER OPTIC
EX. MAINLINE TRACK 2
EX. MAINLINE TRACK 1
FLOOD HAZARD
LIMITS OF 500 YEAR
FLOOD HAZARD
LIMITS OF 100 YEAR
EX. GUY WIRE (TYP.)
EX. OVERHEAD ELEC.
EX. POWER POLE
EX. WETLAND (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
EX. STREAM BUFFER
LIMITS OF FLOOD HAZARD
EX. STREAM BUFFER
EX. STREAM BUFFER
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX
. 3
0' PERMANENT EASEMEN
T (P
LAN
)EX. STREAM (TRM)
EX. STREAM (TRM)
LIMITS OF 500 YEAR FLOOD HAZARD
EX. STREAM BUFFER
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD1001051
0
0
100100
100
100
105
110110110110110
95
100
105
90 9
5 100 105
899
1
92939
4
9
6
9
7
9
8
99 10110210310
4106
100105
101102103104
10099 101102 1031041051
0
5 106 107
9095
100
919293
94
96
97
98
99
101
908 9
90 90
90909090909090
90
9
0
90
90909095
91
92
93
94
105104
106
1
0
7
107
1
0
0 105105105110110115115
120116117118119
115
113113113
114
116117118119
110
110
110
105 110105
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:37 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
08, GL-09 AND GL-10. (SEE DRAWING NO. CS-201 TO CS-204).
ARRANGEMENT PER CSXIT STANDARD DETAILS GL-01, GL-07, GL-
7. PORTALS AND GATE AREA BOLLARD PROTECTION AND EQUPMENT
ALL BOLLARDS ARE 10" DIAMETER UNLESS OTHERWISE NOTED.6.
INSTALLATION REQUIREMENTS.
ELECTRICAL PLANS, FOR ACTUAL LOCATION, SIZE AND
PLAN SETION IS FOR REFERENCE ONLY. REFER TO APPENDIX D,
ELECTRIC AND COMMUNICATION LINEWORK SHOWN WITHIN THIS 5.
LINE INSTALLATION AND MATERIAL INFORMATION.
4. SEE APPENDIX B AND C, WATER RELOCATION PLAN, FOR WATER
INSTALLATION AND MATERIAL INFORMATION.
3. SEE APPENDIX A, SANITARY SEWER PLAN, FOR SANITARY SEWER
2. SEE DRAWING NO. CU-201 TO CU-205 FOR UTILITY DETAILS.
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 14CG-114
1" = 40'
210
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'NO WORK THIS SHEET
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-116MATCH LINESEE DRAWING NO. CG-129
MATCH LINE
SEE DRAWING NO. CG-102
MATCH LINE
PROP.
1
2"
S
T
M.
3862-31-1228
SUNSET PARTNERS LLC
3862-31-8523
ROCKY MOUNT/EDGECOMBE COMM DEV
3862-32-8825
CSX TRANSPORTATION, INC.
E
X.
P
A
V
E
ME
NT (
T
RM)
E
X.
P
A
V
E
ME
NT (
T
RM)
EX. BUILDING (TRM)EX. BUILDING (TRM)
EX. SIGN (TRM)
P/
L
EX. POWER POLE (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. LIGHT POLE (TRM)
E
X.
LI
GHT
P
OL
E (
T
RM)
E
X.
P
OWE
R
P
OL
E (
T
RM)
EX. SIGN (TRM) (TYP.)
E
X. C/
L DI
T
CH (
T
RM)
E
X.
LI
GHT
P
OL
E (
T
RM)
E
X. OV
E
RHE
A
D
E
L
E
C. (
T
RM)
E
X.
P
OWE
R
P
OL
E (
T
RM)E
L
E
C. (
T
RM)
E
X. OV
E
RHE
A
DP/
L
(TRM) (TYP.)
EX. DIRT ROAD
P/L
EX. OVERHEAD ELEC. (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
EX. WETLAND (TRM)
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
1
HW9 RI
M=
1
0
1.
5
0
I
NV
=
9
8.
4
6
9
5
1
0
0
1
0
0
9
8
1
0
4
1
0
4
9
8
95
100
105
110
98
99
104
1
0
0 100105105110 110
105 1051
1
011
0110110
100100 1
0
5 1109910
11
0
2
10
3
1
0
4
106
107 1081091111001051109697
98
99101102103104106107108109111
112
113
105105105
110115
115
115
115
115
120
12
0
100
1
0
5
110
115
119
120AND FILTER STRIP (A)
PROP. LEVEL SPREADER
PROP. FENCE (TYP.)
PROP. FENCE (TYP.)
P/L P/L
PROP. STORMWATER MANAGEMENT BASIN
PAGE 637
EASEMENT D.B. 1019.
EX. 30' POWER LINE
P.B. 2. PAGE 151A
DEVLOPMENT CORP
EDGECOMBE COUNTY
EX. 60' EASEMENT FOR
98
98
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:38 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 15CG-115
1" = 40'
211
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
95+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-117MATCH LINESEE DRAWING NO. CG-115MATCH LINESEE DRAWING NO. CG-130
MATCH LINE
SEE DRAWING NO. CG-103
MATCH LINE
3862-32-8825
CSX TRANSPORTATION, INC.
3862-43-5381
CSX TRANSPORTATION, INC.
EX. DIRT ROAD (TRM) (TYP.)P/LP
/L
EX. DIRT ROAD (TRM) (TYP.)
PROP. ST06 TRACK
PROP. ST07 TRACK
EX. DIRT ROAD (TRM) (TYP.)
EX. WETLAND (TRM)EX. WETLAND (TRM)
PROP. C/L DITCH
PROP. C/L DITCH
EX. DIRT ROAD (TRM) (TYP.)
111
1
1
0110
1
1
1
115112
1
1
3
114115
120
122
113
113
111
111
1
0
8108 115
113
111
111
114
110
110
1
14
114
113
114115120113 114116117118119120
117
118
119
121
122
115115115
110110
112
112
114
112
114
115
PROP
. GRAVE
L
ACCESS
DR
IVE
PROP
. GRAVEL
ACCESS
DR
IVE
P/L
PROP. FENCE (TYP.)
P/L
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:39 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 16CG-116
1" = 40'
212
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
85+0090+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-118MATCH LINESEE DRAWING NO. CG-116MATCH LINESEE DRAWING NO. CG-131
MATCH LINE
SEE DRAWING NO. CG-104
MATCH LINE
3862-43-5381
CSX TRANSPORTATION, INC.
3862-43-8706
CSX TRANSPORTATION, INC.
3862-43-5381
CSX TRANSPORTATION, INC.
3862-44-2350
CSX TRANSPORTATION, INC.
3862-44-2350
CSX TRANSPORTATION, INC.
3862-32-8825
CSX TRANSPORTATION, INC.
P
/L
P
/L
P/L P/
LP/
LP/
L
P/L
P/
L
P/
L
EX. WAT. STR (TRM)P/
L
PROP. ST06 TRACK
PROP. ST07 TRACK
EX. DIRT ROAD (TRM) (TYP.)
PROP. WAT. (TYP.)
PROP. WAT. (TYP.)P/
L
PROP. ST06 TRACK
PROP. ST07 TRACK
EX. DIRT ROAD (TRM) (TYP.)
PROP. C/L DITCH
PROP. C/L DITCH
120116117118119121122
115
115
115
115
120
125
120
120
120
120
125
127
126
121
122
117
118
117 121
118
118
116
117
116
1 2 0
12
5
1
25
122
123 124126127127128128
126
126
127115 116 117 118 119 120
121
122
121
ACCESS DRIVE
PROP. GRAVEL
P/L
P/LPROP. FENCE (TYP.)
4
RIM=121.87
PROP. 18" STM.
PROP. 18" STM.
HW11
BH1
INV=118.02
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:40 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 17CG-117
1" = 40'
213
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
75+0080+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-119MATCH LINESEE DRAWING NO. CG-117MATCH LINESEE DRAWING NO. CG-132
MATCH LINE
SEE DRAWING NO. CG-105
MATCH LINE
3862-54-0840
CSX TRANSPORTATION, INC.
3862-54-0840
CSX TRANSPORTATION, INC.
3862-44-2350
CSX TRANSPORTATION, INC.
3862-44-3619
CSX TRANSPORTATION, INC.
3862-55-2186
CSX TRANSPORTATION, INC.
3862-44-3619
CSX TRANSPORTATION, INC.
P/
L
P/L
P/
L
P/L
P/
L
P/
L
P/
L
PROP. ST07 TRACK
PROP. ST06 TRACK
P/L
P/
L
P/
L
PROP. C/L DITCH
PROP. C/L DITCH
123 124
120
120
127
125
120
124
124
123
126
122
122
122
128
123
120120
122
122
121
126127128
126
12712712
71281
2
8
126
126126
125125127
125125
126
127
128
1
2
7127128
126 126 127
125125127
126
126 127126
126
122
125
123
125
120
123
EX. C/L DITCH (TRM)
EX. STM. (TRM)
EX. 15" STM. (TRM) (FV)
EX. C/L DITCH (TRM)
EX. 15" STM. (TRM) (FV)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
ACCESS DRIVE
PROP. GRAVEL
EX. CONC. PAVEMENT (TRM)
5
RIM=123.69
PROP. 30" STM.
PROP. 30" STM.
BH3
BH2
PROP. GRAVEL ACCESS DRIVE
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:41 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 18CG-118
1" = 40'
214
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
65+0070+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-120MATCH LINESEE DRAWING NO. CG-118MATCH LINESEE DRAWING NO. CG-133
MATCH LINE
SEE DRAWING NO. CG-106
MATCH LINE
PROP. PT08 TRACK
3862-55-2186
CSX TRANSPORTATION, INC.
3862-56-2216
CSX TRANSPORTATION, INC.
3862-45-5921
CSX TRANSPORTATION, INC.
PROP. GRAVEL ACCESS DRIVE
P/
L
P/
L P/L
P/L
PROP. ST07 TRACK
PROP. ST06 TRACK
PROP. X-OVER
PROP. ST06 TRACK
PROP. ST07 TRACK
P/
L
PROP. C/L DITCH
PROP. C/L DITCH
125 125125
124
124
122122
125
125
125
125
125
125
123
123
126
126
126 125124
125
125125
125126
126 127
1
2
6
125
125126
125125
126
126
126126
1251221231
2
4
1
2
5
121
122
12312412
6
126126127125
124
125125 124
125
126
126
127
126 125
124 125124
126
123121121123
120
119
119
120
121
121
PROP. HML (TYP.)
123
121
121
125
122
122
124
124
EX. GRAVEL (TRM)
EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
EX. 12" STM. (TRM) (FV)
EX. 15" STM. (TRM) (FV)
ACCESS DRIVE
PROP. GRAVEL
EX. GRAVEL (TRM)
6
RIM=125.20 PROP. 30" STM.
PROP. 30" STM.
BH4
BH5
PROP. GRAVEL ACCESS DRIVE
HW41
HW40
HW39
HW38 INV=120.81
INV=120.77
PROP. 12" STM.PROP. 12" STM.
INV=121.67
INV=121.91
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:42 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 19CG-119
1" = 40'
215
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
55+0060+00
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-121MATCH LINESEE DRAWING NO. CG-119MATCH LINESEE DRAWING NO. CG-134
MATCH LINE
SEE DRAWING NO. CG-107
MATCH LINE
PROP. ST06 TRACK
PROP. ST07 TRACK
PROP. PT04 TRACK
PROP. PT05 TRACK
PROP. PT06 TRACK
PROP. PT07 TRACK
PROP. PT08 TRACK
PROP. PT08 TRACK
PROP. GRAVEL ACCESS DRIVE
3862-56-2216
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.
P/L
PROP. 10" UD
PROP. 10" UD
PROP. AIR LINE (TYP.)
PROP. C/L DITCH
PROP. C/L DITCH
37
RIM=127.13 36RIM=127.45PROP. 8" UD 35RIM=127.77 PROP. 15" UD
30
RIM=127.14
PROP. 48" STM. CULVERT
HW1
INV=118.17
125
125
125
127
127
124
124
125
125
125
125
125
127
126
123
123
127126
120
126
126
126
125
125
126
125
124
124
126
125
123
123
125
126
127120120 125125125125121121122122123123124124
1261261
2
612
712712
5
122
123
12412612
6
121 12012112
212
3119120
1
2
1
122
1231201201251191191
2
1
121122122122122
1231231
2
4124126126 1251241241
2
0118118
1
1
7118120
119
PROP. HML (TYP.)
RIM=127.33
41 PROP. 12" UD
127
125
122
127
127
PROP. C/L DITCH
120120118118120120120EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
PROP. GRAVEL ACCESS DRIVE
EX. GRAVEL (TRM)
EX. COMMUNICATION TOWER (TRM)
HW42
HW43
INV=117.67
INV=117.71
PROP. 48" STM.
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/28/20199:33:26 AMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 20CG-120
1" = 40'
216
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
50+0055+00
1.00%1.00%JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-122MATCH LINESEE DRAWING NO. CG-120MATCH LINESEE DRAWING NO. CG-135
MATCH LINE
SEE DRAWING NO. CG-108
MATCH LINE
PROP. WHEELED PARKING (TYP.)
PROP. TRANSFER STAGING (TYP.)
PROP. CONTAINER STACKING (TYP.)PROP. CONTAINER STACKING (TYP.)
PROP. BARRIER WALL (TYP.)
PROP. BARRIER WALL (TYP.)
PROP. 30" STM.
PROP. 48" STM.
PROP. 15" UD PROP. 12" UD
PROP. 18" UD PROP. 10" UD
PROP. 18" SD PROP. 18" SDPROP. 18" SD
3862-56-2216
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.P/
L
PROP. PT02/ST06 TRACKPROP. PT03/ST07 TRACK
PROP. CRANE RAIL 1
PROP. PT04 TRACK
PROP. PT05 TRACK PROP. PT06 TRACK
PROP. PT07 TRACK
PROP. PT08 TRACK
PROP. CRANE RAIL 2
P/L
LINE (TYP.)
PROP. FIRE PROP. FIRE LINE (TYP.)
PROP. AIR LINE (TYP.)
LINE (TYP.)
PROP. AIR
PROP. AIR OUTLET (TYP.)
29
34
PROP. 15" UD
PROP. 10" UD
15
14
13
12
11
31
RIM=127.78
RIM=126.78
RIM=128.67
RIM=127.78
RIM=128.67
RIM=128.90
38
32
27
PROP. 12" UD
PROP. 15" UD
PROP. 18" SD
RIM=127.78
RIM=128.67
39
33
28
RIM=127.78
RIM=128.67
RIM=127.33
PROP. 30" STM.
PROP. 36" STM.
PROP. 36" STM.
RIM=128.90 RIM=128.90
RIM=122.09 PROP. C/L DITCH PROP. C/L DITCH
PROP. 10" UD
PROP. 12" UD
125
125
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
122
123
127128129128
121
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
122
128
128127127126
127
125
126
127129124 125
127
123
125
12412612512412 5 1261271
2
8
125
1241261
2
7 128123123124125124 125123124
1
2
6 127128 129
129
122
123
1231241251
2
3 1241261
2
7 128122121121122
PROP. C/L DITCH PROP. C/L DITCH
125
125
INV=119.07 HW15
PROP. HML (TYP.)
PROP. HML (TYP.)
PROP. FHPROP. FH
RIM=127.33
PROP. 12" UD
PROP. 15" UD
40
PROP. 15" UD RIM=127.3342 PROP. 12" UD RIM=127.33
43
PROP. 12" UD
127
127
127
125
124
124
127
125
1
2
8
1
2
7
1
2
7
127 127124PROP. GRAVEL ACCESS DRIVE
PROP. 12" STM.
PROP. 42" STM.
26
RIM=128.90
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:44 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 21CG-121
1" = 40'
217
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
40+0045+00
1.00%1.00%JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-123MATCH LINESEE DRAWING NO. CG-121MATCH LINESEE DRAWING NO. CG-136
MATCH LINE
SEE DRAWING NO. CG-109
MATCH LINE
PROP. WHEELED PARKING (TYP.)
PROP. TRANSFER STAGING (TYP.)
PROP. CONTAINER STACKING (TYP.)PROP. CONTAINER STACKING (TYP.)
PROP. BARRIER WALL (TYP.)PROP. BARRIER WALL (TYP.)
PROP. 48" STM.
PROP. 30" STM.
PROP. 10" UD
PROP. 12" UD
PROP. 18" SD
3862-67-2716
CSX TRANSPORTATION, INC.
PROP. NORTH RIP TRACK
PROP. PT02/ST06 TRACK
PROP. PT03/ST07 TRACK
PROP. PT04 TRACK
PROP. CRANE RAIL 1
PROP. PT05 TRACK
PROP. PT07 TRACK
PROP. PT08 TRACK
PROP. CRANE RAIL 2
PROP. PT06 TRACK
PROP. FIRE LINE (TYP.)PROP. FIRE LINE (TYP.)
PROP. "12" UD
PROP. 10" UD
50
47
44
20
19
18
17
16
PROP. 18" SD
RIM=127.78
RIM=128.67
RIM=128.90
PROP. 12" UD
PROP. 18" UD
PROP. 18" SD RIM=128.90
RIM=128.67
RIM=127.78
RIM=127.33
PROP. 36" STM.
PROP. 36" STM.
PROP. 36" STM.
PROP. 18" UD
PROP. 12" UD
PROP. 18" SD
PROP. 15" UD PROP. 12" UD
54
51
48
45
RIM=127.78
RIM=128.67
RIM=128.90
RIM=122.09
PROP. 42" STM.
RIM=127.33
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
128
128
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
128
128
127
127
127
125 124126
127127 123 122
122 123
1
2
4
12
5
127
1261261
2712712712
8
125125124124126126127127127128129
1231
2
71281291291
2
5
1
2
5
1
2
6
126126
127 127
125 125
125 123 123 124
126PROP. C/L DITCH PROP. C/L DITCH
PROP. C/L DITCH HW17
INV=119.06
PROP. HML (TYP.)
PROP. HML (TYP.)
PROP. 12" UD
RIM=127.33 53 PROP. 15" UD
125
123
123
127
124
127
129
PROP. GRAVEL ACCESS DRIVE
ACCESS DRIVE
PROP. GRAVEL
PROP. FH
PROP. CRANE VAULT
EX. C/L DITCH (TRM)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:45 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 22CG-122
1" = 40'
218
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
30+0035+00
1.00%1.00%JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-124MATCH LINESEE DRAWING NO. CG-122MATCH LINESEE DRAWING NO. CG-137
MATCH LINE
SEE DRAWING NO. CG-110
MATCH LINE
PROP. WHEELED PARKING (TYP.)
PROP. TRANSFER STAGING (TYP.)
PROP. CONTAINER STACKING (TYP.)PROP. CONTAINER STACKING (TYP.)
PROP. BARRIER WALL (TYP.)PROP. BARRIER WALL (TYP.)
PROP. 30" STM.
PROP. 48" STM.
3862-67-2716
CSX TRANSPORTATION, INC.
3863-71-6244
CSX TRANSPORTATION, INC.
P/L
PROP. PT02/ST06 TRACK
PROP. PT03/ST07 TRACK
PROP. CRANE RAIL 1
PROP. PT04 TRACK
PROP. PT05 TRACK
PROP. PT07 TRACK
PROP. PT06 TRACK
PROP. PT08 TRACK
PROP. NORTH RIP TRACK
PROP. CRANE RAIL 2
P/LPROP. 48" DUAL STM. CULVERT
EX. STREAM BUFFER
PROP. FIRE LINE (TYP.)PROP. FIRE LINE (TYP.)
PROP. 12" UD
PROP. 10" UD
PROP. 12" UD
PROP. 18" SD
55
52
49
46
RIM=128.67
RIM=127.78
RIM=127.33
PROP. 12" UD
PROP. 10" UD
PROP. 12" UD
65
62
59
56
RIM=127.33
RIM=127.78
RIM=128.67
RIM=128.90
PROP. 18" SD
PROP. 18" SD
PROP. 18" UD
PROP. 12" UD
PROP. 15" UD
25
24
23
22
RIM=127.33
RIM=127.78
RIM=128.67
RIM=128.90
PROP. 30" STM.
PROP. 36" STM.
PROP. 36" STM.
PROP. 42" STM.
21RIM=122.09
PROP. 12" UD
PROP. 12" UD
PROP. 18" UD
PROP. 18" SD
HW3
INV=112.33
120
125
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
128
128
127
127
125
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
128
128
127
127
122
1201
2
0 121121121122123
1201251211221231241261271271201251
2
1
1
2
2
1
2
3
124126
12
0 125119
12
1
1
2
2
1
2
3 124126127 127
12012511811912112212312412612
0
1251191211
2
2
123 124
1201251
1
611
6117118119121122123124126120117
1
1
8 11912112112112212
2
1
2
2 1231181
1
9
118
1
1
7
1
1
7
116116
125
123
124
126
1
1
6
1
1
6
117
121
120
120 121119119
117
PROP. C/L DITCH PROP. C/L DITCH
RIM=128.90
PROP. HML (TYP.)
PROP. FH
PROP. HML (TYP.)115113113116116ACCESS DRIVE
PROP. GRAVEL PROP. GRAVEL ACCESS DRIVE
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:46 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 23CG-123
1" = 40'
219
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
20+00
25+00
1.00%JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-125MATCH LINESEE DRAWING NO. CG-123MATCH LINESEE DRAWING NO. CG-138
MATCH LINE
SEE DRAWING NO. CG-111
MATCH LINE
37+0038+0039+00
BUILDING
ROADABILITY
PROP.
WELFARE BUILDING
PROP. ADMINISTRATIVE/
BUILDING
PROP. MAINTENANCE
BUILDING PADPROP. CAR REPAIR
ACCESS DRIVEPROP. GRAVEL
(TYP.)
FENCE
PROP.
PROP. GATEPROP. GATE
GATE
PROP.
GATE
PROP.
PROP. WHEELED PARKING (TYP.)
PROP. TRANSFER STAGING (TYP.)
PROP. BARRIER WALL (TYP.)
ACCESS DRIVEPROP. GRAVEL
PROP. GRAVEL ACCESS DRIVE
PROP. 12" UD
PROP. 12" UD
PROP. 8" UD
PROP. 18" SD
3863-71-6244
CSX TRANSPORTATION, INC.
PROP. NORTH RIP TRACK
EX. GRAVEL (TRM)
EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
PROP. CRANE RAIL 2
TRACK
PROP. PT08
PROP. PT07 TRACK
PROP. PT05 TRACKPROP. PT06 TRACK
PROP. CRANE RAIL 1
PROP. PT03/ST07 TRACK
PROP. PT02/ST06 TRACK
PROP. PT04 TRACK
PROP. PT04 TRACK
PROP. ST07 TRACK
PROP. PT04 TRACK
PROP. PT05 TRACK
PROP. PT08 TRACK
READY TRACK
PROP. NORTH ENGINE
PROP. SAN. (TYP.)
SERV. (TYP.)
PROP. SAN.
PROP. FIRE LINE (TYP.)
PROP. WAT. SERV. (TYP.)
PROP. FH (TYP.)
LINE (TYP.)PROP. AIR
(TYP.)
OUTLET
PROP. AIR
PROP. FIRE LINE (TYP.)
PROP. 18" UD
PROP. 12" UD
RIM=128.67
RIM=127.78
PROP. 10" UD
PROP. 12" UD 66
63
60
RIM=127.33
67 RIM=127.33 PROP. 8" UD
RIM=127.78
64
61
RIM=128.67
PROP. CONTAINER STACKING (TYP.)PROP. CONTAINER STACKING (TYP.)
57
RIM=128.90
PROP. 18" SD 58 RIM=128.90
RIM=126.55
75
PROP. 8" UD
76 RIM=126.50
74
RIM=125.33
PROP. 24" STM.
RIM=125.17
73
PROP. 24" STM.PROP. 10" UD
PROP. 24" STM.
81
RIM=123.31
125
125
125
127
127
127
128
128
129
129
129
129 128
127
127
127
127
127
128
128
127
127
123
124
124
125
122123
124
126127
125
123
124
126
127
129
127
128
129 122123125126127128125122123124126
127125
120
121122123124119
120119127128129127
127
127
129
127
127 126121
120
125123124 126 127 120121
115 114 114115116117118
120
116117118119119
120121122
1
2
5
123
1
2
4
1261
2
6
1
2
7
1271
2
6
12
5
12
5
12
6
126126
126
126
12
6
1
2
7
12712512
4
12
4
12
5
125
125
125 120125119121122123124126126 127127126127
125
122123124124122122124121
122
120120 122
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH126126124
124
72
RIM=125.44
12812112
4
123 122 121
119
117118
118
118 117
PROP. C/L DITCH
PROP. 24" STM.
PROP. 24" STM.
PROP. HML (TYP.)
PROP. HML (TYP.)
PROP. GRAVEL ACCESS DRIVE
P/LPROP. FH
PROP. 30" STM.
RIM=120.38
79
RIM=123.87
80
PROP. 30" STM.
120
115
121
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:47 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 24CG-124
1" = 40'
220
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-126MATCH LINESEE DRAWING NO. CG-124MATCH LINESEE DRAWING NO. CG-139
MATCH LINE
SEE DRAWING NO. CG-112
MATCH LINE
27+002
8
+0029+0030+0031+0032+0033+0034+0035+0036+00
PROP. TERMI
NAL DRI
VEACCESS DRIVE
PROP. GRAVEL
PROP. 36" STM.
3863-71-6244
INC.
TRANSPORTATION,
CSX
PROP. PORTABLE CONCRETE BARRIER (TYP.)
EX. GRAVEL (TRM)
EX. POND/BASIN (TRM)EX. POND/BASIN (TRM)
CULVERT
PROP. 36" STM.
EX. POND BUFFER
EX. POND BUFFER
EX. STREAM (TRM)
EX. STREAM (TRM)
BUFFER
EX. STREAM
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
PROP. WAT. (TYP.)
PROP. WAT. (TYP.)
PROP. SAN. (TYP.)
82
83
RIM=108.17
PROP. 36" STM.RI
M=106.40HW32
HW6
HW31
INV=97.30
86RIM=103.34PROP. 36" STM.RI
M=103.7887
INV=93.64121110115120111112113114116117118119 1
0
510610
7
10
8
10
9
1
0
0
1
0
4
1
0
0
10
4
9
1
9
295
9
7
9
7
9
0
9
5
9
6
8
9
105
1
0
3
1
0
4
1
0
0
9
6
9
7
9
8
100
104
97
98
103
121
110
120
111
110115 109111112113114116117118119 107108
1
0
4
1
0
3
1
0
3
9
8105 1
0
3
1
0
3
120
115 110
115
110
95
96979899
101
102
103104104
10010511011599101102103104106107108109111112113114116
1 0 0
97
98 9 9
1011021039795110 110115
110 110110100100100100105117
118
119
1051101151201031
0
4
10610710810
9
1
1
1
1
1
2
113114
1
1
6
117
1
1
8
121104105
110115
1
0
8109111112113
114116117118107
1001059899101102103104106
9795
9494PROP. C/L DITCH
PROP. C/L DITCH
1
0
4
PROP. C/L DITCH
PROP. STORMWATER MANAGEMENT BASIN
100
119 122121
122
117118
118 117
1
0
5
10
5
1
0
6
120 115 110
106108108107107
107 105PROP. C/L DITCH
1
0
3
1
0
2
1
0
2
PROP. 24" STM.
PROP. 36" STM.
89RIM=1
0
2.
3
1
I
NV=
9
6.
8
0
PROP. HML (TYP.)PROP.
LI
GHT POLE115
110
105
115
119 105
105
110
110
10
0
10
5 105100112111110109108107106PROP. C/L DITCH
(TYP.)PROP. HML
(TYP.)BOLLARDPROP.
PROP. FENCE (TYP.)P/LP/LP/L
EX. C/L DITCH (TRM)
PROP. FENCE (TYP.)
HW26
INV=111.66
85RIM=116.93 PROP. 24" STM.PROP. 24" STM.
84RIM=112.43
HW29
HW30
115
PROP. 30" STM.
1
1
9
PROP. 36" STM.98INV=97.30
INV=98.59
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:49 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 25CG-125
1" = 40'
221
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-127MATCH LINESEE DRAWING NO. CG-125MATCH LINESEE DRAWING NO. CG-140
MATCH LINE
SEE DRAWING NO. CG-113
MATCH LINE
17+00
18+00
19+00
20+00
21+0022+00
23+0024+0025+0026+0
027+00TERMINAL DRIVE
PROP. RETURN TO
PROP. TERMINAL DRIVE
PROP. TERMINAL DRIVE
PROP. 12" STM.
3863-71-6244
CSX TRANSPORTATION, INC.
EX. STREAM BUFFER
LIMITS OF 500 YEAR FLOOD HAZARD
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. WETLAND (TRM)
EX. STREAM BUFFER
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
HW5
INV=92.04
PROP. 36" STM. CULVERT90
RIM=102.31
1
0
5
106
1
0
0
107
108
109
90
95
100
103
104
97
98
89
90
95
100
89
96
97
98
103
104 100101
10510510597
106
10
6
1
0
5105108
110
109
109
108
1071071
0
4
1
0
310
310
01
0
4
1041031
0
3
108
1089510096
9
7
9
8
99101102 95
100
101
102
103
104105
106
107
11011010810910995
100
10596
97
98
99
1011021031041061071089596979899100
101102
100
97
98
99
98
99
10
8
107
108
109
95
1
0
0
105
90
90100
105
110
111
105104106107 107
9593
9395
9393
95
90
90
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
PROP. STORMW ATER MANAGEMENT BASIN
105
109
1
0
3
1
0
2
1
0
2
105
107
108107
107108
109104RIM=98.07
88
PROP. 24" STM.
103
103
PROP. LIGHT POLE (TYP.)
105
95
9596
97
9393 9997HW33
INV=96.93
PROP. LEVEL SPREADER (D)
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:50 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 26CG-126
1" = 40'
222
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-128MATCH LINESEE DRAWING NO. CG-126MATCH LINESEE DRAWING NO. CG-141
MATCH LINE
SEE DRAWING NO. CG-114
MATCH LINE
12+0013+00
14+00
15+0016+00
17+00
PROP. TERMINAL DRIVE
3863-71-6244
CSX TRANSPORTATION, INC.EX. STREAM (TRM)
EX
. 2
7
" SAN
. (TRM
) (P
LAN
)INV.(W)=80.89 (PLAN)
INV.(E)=80.83 (PLAN)
RIM=93.04 (FV)
EX. SAN. MH (TRM)
EX. 27" SA
N. (T
R
M) (PLA
N)
EX. 27" SA
N. (T
R
M) (PLA
N)INV.(W)=81.32 (PLAN)
INV.(E)=81.25 (PLAN)
RIM=93.61 (FV)
EX. SAN. MH (TRM)
EX. C/L DIT
C
H (T
R
M)
EX. STREAM BUFFER
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. 30' PE
R
MA
NE
NT EASE
ME
NT (PLA
N)
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)LIMI
T
S
O
F
F
LO
O
D
H
A
Z
A
R
D
E
X.
S
T
R
E
AM
B
U
F
F
E
R
LI
MITS OF FLO
OD HAZARD
EX. STREA
M BUFFER
LIMI
TS
O
F FLO
O
D
H
AZAR
D
EX. STREAM BUFFER
EX. W
E
T
LAND (TRM
)EX. W
E
T
LAND (TRM
)LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
1
0
5
110 110
1
0
6
1
0
7
1
0
8
10
9
110
110
110
110
103
96100103105
105
110
101
102
103
103
103
104
106
1
0
7
1
0
8
1
0
9
95
100
94
9697
98
99
9
0
8
9
9
1
929394898
9
89
100
90
90
90 909
5
1
0
096979
8
9
9
9095
89
9192
93
94
96979899
95
96
97
9899908
9
91
92
9
3
94
PROP. C/L DITCH
PROP. C/L DITCH
LIMITS OF 100 YEAR FLOOD HAZARD
109
109
110
108
108
105
PROP. LIGHT POLE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:51 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 27CG-127
1" = 40'
223
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
ASEE DRAWING NO. CG-127MATCH LINESEE DRAWING NO. CG-142
MATCH LINE
3863-71-6244
CSX TRANSPORTATION, INC.
3863-84-9571
EDGECOMBE GENCO LLC
EX. SAN. CONCRETE ENCASEMENT (TRM)
INV.(S)=81.87
INV.(N)=81.92
EX. SAN. MH (TRM) (PLAN)
EX. STM. CULVERT (TRM)
EX. EDGE OF GRAVEL (TRM)
PROP. GAS MAIN (BY OTHERS)P/LP/L
P/LEX. 30' PERMANENT EASEMENT
EX. STREAM (TRM)
EX. STREAM (TRM)
(TRM) (PLAN)EX. 27"SAN.
INV.(SW)=78.84 27" RCP
INV.(E)=78.53 27" RCP
INV.(N)=79.69 10" RCP
RIM=89.97
EX. SAN. MH (TRM) (FV)
EX. 10" SAN. (TRM) (FV)EX. 10" SAN. (TRM) (PLAN)EX. 27" SAN. (TR
M) (PLAN)
INV.(SW)=79.03 27" RCP
INV.(NE)=79.03 27" RCP
RIM=90.43
EX. SAN. MH (TRM) (FV)EX. 27" SAN. (TRM) (PLAN)
INV.(W)=80.52 (PLAN)
INV.(E)=80.48 (PLAN)
RIM=91.30 (FV)
EX. SAN. MH (TRM)
EX
. 2
7
" SAN
. (TRM
) (P
LAN
)(BY OT
HERS)PROP. GAS MAI
N
EX. EDGE OF GRAVEL (TRM)
L
IM
ITS
OF
FLOOD
HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
EX. STREAM BUFFER
EX
. STREAM
BUFFER
EX
.
WETLAND
(TRM
)LIMITS OF FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)EX. 30' PERM
ANENT EASEM
ENT (PLAN)
LIMITS OF 100 YEAR FLOOD HAZARD
EX. STREAM (TRM)
E
X. G
R
A
V
E
L (
T
RM
)
LIMITS OF FLOOD HAZARD
EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM BUFFER
FLOOD HAZARD
LIMITS OF
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)
FLOOD HAZARD
LIMITS OF 500 YEAR
FLOOD HAZARD
LIMITS OF 100 YEAR
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
EX. FENCE (TRM) (TYP.)LIMITS OF 100 YEAR FLOOD HAZARDLIMITS OF 500 YEAR FLOOD HAZARDEX. FENCE (TRM) (TYP.)EX. BRIDGE (TRM)
EX. STREAM (TRM)
110
106107
108
109
105
100
99
101
9697
98
90 9588
8
991929394
95
90
90
95100
8889
91
92
93
94
9697
9899
100 9798991011029695 94 90 888991929394 8787 87 8788 888888 89
90
101102 10099 909587888991929394969798 8887
90
89
90
88
89
91
9293 9
0
8 8 878787888
987
87
88
8
8 878787
87
9088888
7
87
8
7
88
87
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:52 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 28CG-128
1" = 40'
224
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'NO WORK THIS SHEET
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-130MATCH LINESEE DRAWING NO. CG-115
MATCH LINE
3862-31-8523
ROCKY MOUNT/EDGECOMBE COMM DEV
3862-41-3409
ROBYN ROSCOE
3862-41-2881
ROBYN ROSCOE
3862-32-8825
CSX TRANSPORTATION, INC.
3862-42-8047
CSX TRANSPORTATION, INC.
E
X.
P
A
V
E
ME
NT (
T
RM)
E
X.
P
A
V
E
ME
NT (
T
RM)
EX. SIGN (TRM)
(
T
RM) (
T
Y
P.)
E
X. CURB
& GUT
T
E
REX. POND/BASIN (TRM)
EX. POND/BASIN (TRM)
EX. SAN. (TRM)
P/
L
P/L
P/
L
P/
L
P/
L
P/
L
P/L
P/
L
P/L
EX. BUILDING (TRM)EX. BUILDING (TRM)
EX. SIGN (TRM)
EX. NATURAL GAS LINE (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. CURB & GUTTER (TRM)
EX. DRIVE (TRM)
EX. NATURAL GAS LINE (TRM)
EX. NATURAL GAS LINE (TRM)
EX. C/L DITCH (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. POW ER POLE (TRM)
EX. C/L DITCH (TRM)
EX. WETLAND (TRM)
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM BUFFER115115115115115115115115110
115
110
110
110110110
110
110
110105105
105
105
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:53 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 29CG-129
1" = 40'
225
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'NO WORK THIS SHEET
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-131MATCH LINESEE DRAWING NO. CG-116
MATCH LINE
SEE DRAWING NO. CG-129MATCH LINE3862-32-8825
CSX TRANSPORTATION, INC.
3862-42-8047
CSX TRANSPORTATION, INC.
3862-43-5381
CSX TRANSPORTATION, INC.
P/L
P/
L
EX. DIRT ROAD (TRM) (TYP.)P/LP/LP
/L
EX. DIRT ROAD (TRM) (TYP.)
EX. C/L DITCH (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER1051
1
0110110
105105105
110110 110110
110
110
110
110
110
1
1
0
11010510
5
105105
105105
115
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:54 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 30CG-130
1" = 40'
226
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'NO WORK THIS SHEET
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-132MATCH LINESEE DRAWING NO. CG-117
MATCH LINE
SEE DRAWING NO. CG-130MATCH LINE3862-43-5381
CSX TRANSPORTATION, INC.
3862-43-8706
CSX TRANSPORTATION, INC.
3862-43-8706
CSX TRANSPORTATION, INC.
3862-43-5381
CSX TRANSPORTATION, INC.
3862-54-4122
CSX TRANSPORTATION, INC.
3862-43-5381
CSX TRANSPORTATION, INC.
3862-44-2350
INC.
TRANSPORTATION
CSX
3862-32-8825
CSX TRANSPORTATION, INC.
C OLLE GE R D
EX. FH (TRM)
EX. 6" BFV W/ BOX (TRM) (PLAN)
EX. 6" WAT. LINE (TRM) (PLAN)
EX. BUILDING (TRM)
EX. BUILDING (TRM)
EX. BUILDING (TRM)
EX. BUILDING (TRM)
EX. BUILDING (TRM)
EX. BUILDING (TRM)
EX. STM. CULVERT (TRM)PAVEMENT (T RM)EX. ASPHAL T
(TRM)
EX. STM. CULVERT
EX. SIGN (TRM)
EX. FENCE (TRM)
(TRM)
EX. BUILDING
P
/L
P/
L
EX. BOLLARD (TRM)P/
LP/
L
P/
L
P/
L
P/L
P/L
P/L
R/WP/
L
R/WR/WR/W P/
L
EX. WAT. STR (TRM)
(TRM)
POLE
LIGHT
EX.
EX. DIRT ROAD (TRM)
WAY (TRM)
EX. 60' RIGHT OF
EX. 16" WAT. LINE (TRM) (PLAN)
EX. C/L DITCH (TRM) (TYP.)
FINAL ID A-2
EX. ESA WELL
FINAL ID 324
EX. ESA WELL
EX. BOLLARD (TRM)
EX. SIGN (TRM)
FINAL ID A-1
EX. ESA WELL
EX. DIRT ROAD (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
PROP. WAT. (TYP.)115120125115120125
1201251301
2
5
124126
130130
130130
130
130130
130130130130 128
128129128
129128
129
128
127
EX. C/L DITCH (TRM) (TYP.)
EX. 15" STM. (TRM) (FV)
PROP. ROADWAY TURNAROUND
R/WR/WEX. C/L DITCH (TRM) (TYP.)
EX. BUILDING (TRM)
PROP. FENCE (TYP.)
P/LP/LPROP. GRAVEL ACCESS DRIVE
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:56 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 31CG-131
1" = 40'
227
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-133MATCH LINESEE DRAWING NO. CG-118
MATCH LINE
SEE DRAWING NO. CG-131MATCH LINE3862-54-4122
CSX TRANSPORTATION, INC.
3862-44-2350
CSX TRANSPORTATION, INC.
3862-44-3619
CSX TRANSPORTATION, INC.
3862-54-1769
CSX TRANSPORTATION, INC.
3862-54-0840
CSX TRANSPORTATION, INC.
3862-55-2186
CSX TRANSPORTATION, INC.
P/L
P/L
EX. C/L DITCH (TRM)
P/
L
P/
L
P/
L
P/L
P/
L
P/L
P/
L
P/
L
EX. POND/BASIN (TRM)EX. POND/BASIN (TRM)
P/L
EX. DIRT ROAD (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
1
2
5
125125125 125125125 126127128128
127
128
127 127 128 127128126127
128
127
126
125
126127 127126 126
126126
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
PROP. FENCE (TYP.)
P/LP/L
PROP. GRAVEL ACCESS DRIVE
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:57 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 32CG-132
1" = 40'
228
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-134MATCH LINESEE DRAWING NO. CG-119
MATCH LINE
SEE DRAWING NO. CG-132MATCH LINE3862-55-2186
CSX TRANSPORTATION, INC.
3862-44-3619
CSX TRANSPORTATION, INC.
3862-55-7165
CSX TRANSPORTATION, INC.
3862-54-4122
CSX TRANSPORTATION, INC.
3862-56-2216
CSX TRANSPORTATION, INC.
P/
L
EX. C/L DITCH (TRM)
P/
L
P/
L
P/L
P/L
P/
L
EX. GRAVEL (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
125
126127 125121122123124
120120
119
119
1241251
2
5
1
2
5
125 12212
3124
120
1
2
1
124
125120
120
123
123
121120119
119 120121
119119
121
EX. GRAVEL (TRM)
EX. 12" STM. (TRM) (FV)
EX. C/L DITCH (TRM)
PROP. FENCE (TYP.)
P/LP/L
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:58 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 33CG-133
1" = 40'
229
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-135MATCH LINESEE DRAWING NO. CG-120
MATCH LINE
SEE DRAWING NO. CG-133MATCH LINE3862-56-2216
CSX TRANSPORTATION, INC.
3862-67-2716
CSX TRANSPORTATION, INC.
P/L
P/L
P/L
EX. C/L DITCH (TRM)
EX. 24" STM. (TRM)
EX. C/L DITCH (TRM)
EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. WETLAND (TRM)EX. WETLAND (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. STREAM BUFFER
121 119
120119121121 122122 12312
3
1181
2
0 1161171181191
2
1
120
119118119
1201191
2
0
120125
125120 1251171181191211221231241
1
6
120
120
121
122123
124
119
118
117118 118117118PROP. C/L DITCH
118118119119PROP. FENCE (TYP.)
P/LP/L
PROP. FENCE (TYP.)
EX. STREAM BUFFER
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:42:59 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 34CG-134
1" = 40'
230
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-136MATCH LINESEE DRAWING NO. CG-121
MATCH LINE
SEE DRAWING NO. CG-134MATCH LINE3862-67-2716
CSX TRANSPORTATION, INC.
EX. C/L DITCH (TRM)
PROP. 48" STM.
110
110
115
115
120
120
125
130
130
122
116
108109
109
125 125
115
115
115
115
120
120
125
125
130
130
135
135
127
116
128
129
110
110
127 128126
124134
134
135134 136 137
124
12512 6
12712812912
9
125124123 126
124123
123124
125
125
12
5 130130
123
1251251241
2
4
12512
4 126
125
126 126127 128122
121
121122
122
123
1
24125123 124126127128123
PROP. MOUNDINGPROP. MOUNDING
PROP. STORMWATER MANAGEMENT BASINPROP. STORMWATER MANAGEMENT BASIN
HW14INV=111.54
PROP. FENCE (TYP.)
P/LP/L
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:00 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 35CG-135
1" = 40'
231
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-137MATCH LINESEE DRAWING NO. CG-122
MATCH LINE
SEE DRAWING NO. CG-135MATCH LINE3862-67-2716
CSX TRANSPORTATION, INC.
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
EX. BUILDING (TRM)
EX. BUILDING (TRM)
PROP. 48" STM.
110
110
115
115
120
120
125
125
130
130
135
135
128
116
127
137 136
128
127
125
1
2
4
126127128
110
110
115
115
120
120
125
125
125
130
130
116
123
126
135
13
3
134
110
110
115
115
109127128129129 126126126
125125125125125 124126127128
129
1
2
6
1
2
5
1
2
4
1
2
4
1
2
5
1
2
6
1251221231
2
412612712
8
121
121
122
123
125 124
124
126 125
124 125
126127128 124122122
123
12412
4125120120120
121120
119119
120121
PROP. STORMWATER MANAGEMENT BASINPROP. STORMWATER MANAGEMENT BASIN PROP. STORMWATER MANAGEMENT BASINPROP. STORMWATER MANAGEMENT BASIN
PROP. MOUNDINGPROP. MOUNDING PROP. MOUNDINGPROP. MOUNDING
HW16 INV=114.85
EX. GRAVEL (TRM)
PROP. FENCE (TYP.)
P/LP/L
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:01 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 36CG-136
1" = 40'
232
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-138MATCH LINESEE DRAWING NO. CG-123
MATCH LINE
SEE DRAWING NO. CG-136MATCH LINE3862-67-2716
CSX TRANSPORTATION, INC.
3863-71-6244
CSX TRANSPORTATION, INC.
PROP. 24" STM.P/LEX. C/L DITCH (TRM)P/LPROP. 48" STM.
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM BUFFER
INV=115.68
HW22
HW20INV=114.94
HW19
HW13
RIM=120.50
8
1
2
2
1
2
3
13
0
13
1
13
2
1
2
1
110
110
115
115
120
120
116
122
125
125
130
130
123 120123
125
125
130
130
123110116
122
110
110
115
115
131 132
107
118120119
115
117 117119
115115120125
116117118119121122123124120116117118 1
1
9 121120121125121122
123 124
121122123
12011912
1122123120
121
122 115116117118119115116117118119115 120116 1171181191
2
1 122123124120
125
117118119121 122123124116
115114110115120 120
120
12
0
115115
1 1 0
115 115115 12
0 125120120
125
115
11
5
110120119118
PROP. STORMWATER MANAGEMENT BASINPROP. STORMWATER MANAGEMENT BASIN
PROP. MOUNDINGPROP. MOUNDING
PROP. STORMWATER MANAGEMENT BASINPROP. STORMWATER MANAGEMENT BASIN
PROP. MOUNDINGPROP. MOUNDING
PROP. 36" STM.
HW12
INV=113.75
7
9
10
RIM=115.95
PROP. 24" STM.
PROP. 12" STM.
HW18
INV=112.91
INV=114.15
120115115RIM=118.00
INV=114.50
115
115
114
114
116RIM=119.00
122
121
115
116
110
PROP. STORMWATER MANAGEMENT BASINPROP. STORMWATER MANAGEMENT BASIN
110
115
116
120
120
120
121
120
120
116
115120120117115113115116113112112PROP. FENCE (TYP.)
P/LP/L
AND FILTER STRIP (C)
PROP. LEVEL SPREADER
FILTER STRIP (B)
SPREADER AND
PROP. LEVEL
PROP. 36" STM.
PROP. 18" STM.
PROP. 36" STM.
BUFFER
EX. STREAM
BUFFER
EX. STREAM
PROP. FENCE (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:02 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 37CG-137
1" = 40'
233
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-139MATCH LINESEE DRAWING NO. CG-124
MATCH LINE
SEE DRAWING NO. CG-137MATCH LINEBUILDING
MAINTENANCE
PROP.
FUELING
PROP. HOSTLER
PROP. GATE
PROP. 36" STM.
PROP. 30" STM.
3863-71-6244
CSX TRANSPORTATION, INC.
PROP. FENCE
EX. GRAVEL (TRM)
EX. WAT. STR (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)
PROP. FH
PROP. FIRE LINE (TYP.)71 RIM=123.50
PROP. 36" STM.
RIM=127.91
RIM=129.39
68
133 134125127128130125129125
130
130
133
133
126
126
125126
130 131131130130
1271
2
8128129
125
125
125126
121 125124126
125 125127128 126120119
124
125 120125 125 118119
121122123123124124126126 116
117 115
115
116 1161
2
5 121122123124126 12011611711811
9115125126126 1201251171181191211221231241261
2
6 115116
125
125
125
125
125
125125125125
125
1
1
5
120125126 112113114
PROP. C/L DITCH
PROP. MOUNDINGPROP. MOUNDING
1
2
9
1
3
0
127
128
PROP. 24" STM.
70
RIM=127.74
PROP. 24" STM.
PROP. HML (TYP.)
PROP. LIGHT POLE
69
EX. GRAVEL (TRM)
PROP. FENCE (TYP.)
PROP. FENCE (TYP.)P/LP/LP/L
127126
OWS1
PROP. 36" STM.126124123122with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:03 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 38CG-138
1" = 40'
234
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-140MATCH LINESEE DRAWING NO. CG-125
MATCH LINE
SEE DRAWING NO. CG-138MATCH LINE3863-71-6244
CSX TRANSPORTATION, INC.EX. 24" W
AT. M
AI
N (TR
M) (
P
LAN)
EX. 24" WAT. MAIN (TRM) (PLAN)
EASEMENT (PLAN)
EX. 40' WATER
EX. C/L DITCH (TRM)
EX. POND/BASIN (TRM)EX. POND/BASIN (TRM)
EX. POND/BASIN (TRM)EX. POND/BASIN (TRM)
BUFFER
EX. STREAM
EX. POND BUFFER
EX. POND BUFFER
EX. POND BUFFER
EX. 40' WATER EASEMENT (PLAN)
EX. POND BUFFER
EX. STREAM (TRM)
EX. STREAM BUFFER
EX. STREAM (TRM)
EX. STREAM BUFFER
1001
0
5
11011
5110 110110110
110
110
11010
5
105
105
105110105105
100
PROP. FENCE (TYP.)
PROP. WAT. (TYP.)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:04 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 39CG-139
1" = 40'
235
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'NO WORK THIS SHEET
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-141MATCH LINESEE DRAWING NO. CG-126
MATCH LINE
SEE DRAWING NO. CG-139MATCH LINETERMINAL DRIVE
PROP. RETURN TO
3863-71-6244
CSX TRANSPORTATION, INC.EX. 24" W
AT. M
AI
N (TR
M) (
P
LAN)
EX. C/L DITCH (TRM)EX.
F
H (
T
RM)BOX (
T
RM) (PL
AN)EX.
2
4
" BF
V W/ EX. C/L DITCH (TRM)
E
X. 40' W
A
TE
R
E
A
S
E
M
E
N
T (
P
LA
N)
EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
(TRM)
STREAM
EX.
EX. STREAM (TRM)
EX. WAT. VALVE (TRM)
EX. POND/BASIN (TRM)EX. POND/BASIN (TRM)
105 111110
110
110
105 110104106107108109 1
1
1111111
111 1101
0
5
10
6
10
7
108 110110110 1151091
11 112112112113114115
113114110
110110110105
105
105105
105105105105105105
105
105110110
DITCH
PROP. C/L
EX. STREAM BUFFER
EX. STREAM BUFFER
EX. STREAM BUFFER
110
103
103
109
105
PROP. FENCE (TYP.)P/L
P/LP/Lwith the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:05 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 40CG-140
1" = 40'
236
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-142MATCH LINESEE DRAWING NO. CG-127
MATCH LINE
SEE DRAWING NO. CG-140MATCH LINESEE DRAWING NO. CG-143
MATCH LINE
6+00
7+00
8+00
9+00
1
0
+
0
011+0012+00PROP. TERMINAL DRIVE
PROP. 24" STM.3863-71-6244
CSX TRANSPORTATION, INC.
3863-82-6322
CSX TRANSPORTATION, INC.
EX. BUILDING (TRM)
EX. POWER POLE (TRM)P/
L
P/L
P/
L
P/L
EX. GRAVEL (TRM)
FINAL ID 220
EX. ESA WELL
EX. POWER POLE (TRM)
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
HW35
INV=97.34
102
103
104
9
6
1051
0
0
1
0
2
102100101
101102102
115
111
112
113
114
116117
118
119
120
121
115
113
1
1
4
116
117 118119
120121
122 12512312410096
9
7
9
8
99
101
102103979810
0
97
98
9
9
105 101102103104106
110
115
120
109
111
112
113114
116
117
118
119 1001051
1
01151
2
0 99101102
10310410610710
8109111112
1131
1
41161171
1
8
119
1
2
1
1
2
212
3124105110 10210310410610
7108109111
98
99
96
97
95
93
94
PROP. C/L DITCH
PROP. C/L DITCH
PROP. C/L DITCH
110
105
101 100
9798102PROP. LIGHT POLE (TYP.)
1
0
0
1
0
1
1
0
1
1
0
2
1
0
2100
9999100
10
1
10010010110110099
98
PROP. FENCE (TYP.)
P/LP/
L
P/L
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:06 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 41CG-141
1" = 40'
237
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A
SEE DRAWING NO. CG-128
MATCH LINE
SEE DRAWING NO. CG-141MATCH LINESEE DRAWING NO. CG-144
MATCH LINE
3
+
0
0
4
+
0
0
5
+00
6+00
PROP. TERMINAL DRIVE
3863-71-6244
CSX TRANSPORTATION, INC.
3863-84-9571
EDGECOMBE GENCO LLC
EX. EDGE OF GRAVEL (TRM)
EX. BUILDING (TRM)
FINAL ID 148
EX. ESA WELL
EX. POWER POLE (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. 27" SAN. (TRM) (PLAN)
EX. SIGN (TRM)
EX. STM. CULVERT (TRM)P/LP/LP/LEX. GRAVEL (TRM)
EX. 30' PERMANENT EASEMENT (PLAN)
EX. OVERHEAD ELEC. (TRM)
INV.(E)=79.50
INV.(W)=79.54
EX. SAN. MH (TRM) (PLAN)
INV.(E)=79.76
INV.(W)=79.81
EX. SAN. MH (TRM) (PLAN)
DITCH (TRM)
EX. C/L
(BY OTHERS)
PROP. GAS MAIN
PROP. GAS MAIN (BY OTHERS)
EX. C/L DITCH (TRM)
(BY OTHERS)
PROP. GAS MAIN
EX. BUILDING (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
LIMITS OF FLOOD HAZARD
LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
EX. WETLAND (TRM)EX. WETLAND (TRM)
LIMITS OF FLOOD HAZARD
(TRM) (PLAN)
EX. 27" SAN.
LIMITS OF FLOOD HAZARD
EX. STREAM (TRM)
EX. GRAVEL (TRM)
EX. STREAM BUFFER
EX. GRAVEL (TRM)
LIMITS OF FLOOD HAZARD
EX. STREAM BUFFER
EX. C/L DITCH (TRM)LIMITS OF 500 YEAR FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARD
EX. 27" SAN. (TRM) (PLAN)
EX. WETLAND (TRM)
LIMITS OF FLOOD HAZARD
EX. STREAM BUFFER
EX. STM. CULVERT (TRM)
EX. STREAM (TRM)
EX. 27" SAN. (TRM) (PLAN)
LIMITS OF FLOOD HAZARD
HW34
9
8
9
8
9
89795959
5
92
9394
969
7 919090 9
0
90908888
8
8
89878
7 878787
8
7
8
6
8
5
848586
96
86868
6
86
8685 85878885
85
85
85
85
86
87
9697
97
98
98
99
9995
9693
949295
1
0
0
93
9
4
9
6
9798
9
9
101100969594 919293 9087
888991 8
7 8889
8788898788 8990888
9
8988
9
0
878
889
9186868686868585868486PROP. C/L DITCH
DITCH
PROP. C/L
98
99
PROP. LIGHT POLE (TYP.)
1
0
0
10010
0
9
8
9
8
1
0
0
1
0
0
96
99
9
7
97
(TYP.)
FENCE
PROP.
P/
L
INV=97.00
P
R
O
P. 2
4" ST
M.
PROP. LEVEL SPREADER (E)
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/28/20191:19:25 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 42CG-142
1" = 40'
238
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A SEE DRAWING NO. CG-144MATCH LINESEE DRAWING NO. CG-141
MATCH LINE
3863-71-6244
CSX TRANSPORTATION, INC.
3873-00-4906
BRUCE LEA FLYE ET AL
OLD BATTLEBORO RD
EX. POW ER POLE (TRM)
P/L
EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
EX. C/L DITCH (TRM)EX. OVERHEAD ELEC. (TRM)
P/L
P/LEX. OVERHEAD ELEC. (TRM)
EX. ASPHALT PAVEMENT (TRM)
EX. STM. CULVERT (TRM)
EX. STM. CULVERT (TRM)
EX. C/L DITCH (TRM)
EX. POW ER POLE (TRM)
EX. C/L DITCH (TRM)
EX. NATURAL GAS LINE (TRM)
EX. SIGN (TRM)
EX. C/L DITCH (TRM)
EX. W AT. MARKER (TRM)
EX. 24" W AT. MAIN (TRM) (PLAN)
EX. OVERHEAD ELEC. (TRM)
P/L
EX. POW ER POLE (TRM)
EX. OVERHEAD ELEC. (TRM)
EX. GRAVEL (TRM)
EX. C/L DITCH (TRM)
EX. POWER POLE (TRM)1001051011021031041061071081
0
9 1 0 9
110111112113114
1131141
1
0 1091111121081001059899101102103104106107
112113114
110108109111107105 103104
106105
100 100105
11099
101102103104106107108
109110
110
105
100
100
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:08 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 43CG-143
1" = 40'
239
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'NO WORK THIS SHEET
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
115A
VAL 6060+13

113
A
EMT1 5954+92EMT1 6008+14114
A
SEE DRAWING NO. CG-142
MATCH LINE
SEE DRAWING NO. CG-143MATCH LINE0+001+002+00PROP. TERMINAL DRIVE
PROP. 24" STM.
3863-71-6244
CSX TRANSPORTATION, INC.
3873-00-4906
BRUCE LEA FLYE ET AL
OLD BATTLEBORO RD
EX. POWER POLE (TRM)
EX. OVERHEAD ELEC. (TRM)
ELEC. (TRM)EX. OVERHEAD
EX. 30" SAN. (TRM) (PLAN)EX. 2 7 " SAN. (T RM) (PL AN)
INV.(E)=79.85
INV.(W)=78.91
EX. SAN. MH (TRM) (PLAN)
EX. FH (TRM)
EX. SAN. STEEL ENCASEMENT (TRM) (PLAN)
ELEC. (TRM)
EX. OVERHEAD
EX. SIGN (TRM)
(BY OTHERS)
PROP. GAS MAIN
PROP. GAS MAIN (BY OTHERS)
P/L
P/L
EX. GRAVEL (TRM)
EX. 24" WAT. MAIN (TRM) (PLAN)EX. C/L DITCH (TRM)
EX. NATURAL GAS LINE (TRM)
EX. C/L DITCH (TRM)
P/L
EX. ASPHALT PAVEMENT (TRM)
P/L
EX. POWER POLE (TRM)
EX. GUY WIRE (TRM)
EX. OVERHEAD ELEC. (TRM)
P/L
EX. NATURAL GAS LINE (TRM)
EX. C/L DITCH (TRM)
INV.(E)=79.05
INV.(W)=79.11
EX. SAN. MH (TRM) (PLAN)
EX. 27" SAN. (TRM) (PLAN)INV.(E)=79.29
INV.(W)=79.35
EX. SAN. MH (TRM) (PLAN)
(BY OTHERS)
PROP. GAS MAIN
PROP. GAS MAIN (BY OTHERS)
EX. 24" WAT. MAIN (TRM) (PLAN)
EX. GRAVEL (TRM)
LIMITS OF FLOOD HAZARD
LIMITS OF FLOOD HAZARD
LIMITS OF 100 YEAR FLOOD HAZARDLIMITS OF 500 YEAR FLOOD HAZARD
FLOOD HAZARD
LIMITS OF
LIMITS OF 100 YEAR FLOOD HAZARD
EX. C/L DITCH (TRM)
LIMITS OF 100 YEAR FLOOD HAZARD
EX. CONCRETE PAVEMENT (TRM)
EX. C/L DITCH (TRM)
LIMITS OF 500 YEAR FLOOD HAZARD
EX. GRAVEL (TRM)
FLOOD HAZARD
LIMITS OF 500 YEAR
EX. OVERHEAD ELEC. (TRM)
LIMITS OF FLOOD HAZARD
EX. POWER POLE (TRM)
EX. STREAM BUFFER
EX. 30' PERMANENT EASEMENT (PLAN)
EX. WETLAND (TRM)EX. WETLAND (TRM)
FLOOD HAZARD
LIMITS OF 100 YEAR
EX. 27" SAN. (TRM) (PLAN)
LIMITS OF FLOOD HAZARD
EX. STREAM BUFFER
LIMITS OF FLOOD HAZARD
EX. STREAM (TRM)
3863-84-9571
EDGECOMBE GENCO LLC
LIMITS OF FLOOD HAZARD
(BY OTHERS)
PROP. GAS MAIN989896979
7
9
796
95 92
929394
969798
100
8584
8
485
97
98
99
9899 96979594 9087888991929387888
6868686878895
90
90 909090909 0
90
90
87
87
86
87
85
858684
8
58788
89
84858790
92
90
86
879090878889DITCH
PROP. C/L
PROP. C/L DITCH
INV=93.54
HW37
HW36
9
9
99
9
8
9
7
9
7
9
8
9
9
95POLE (TYP.)
PROP. LIGHT
EX. STM. (TRM)
(TYP.)
FENCE
PROP. P/
L
PROP. MONUMENT SIGN
INV=92.62
PROP. FENCE (TYP.)
9
7
9
6
95949
5
9
5
9
6
9
7
9493
9394
96 959597 9796
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:10 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-101-144.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROPOSED WATER LINE
PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED GRAVEL
CATCH BASIN
EXISTING BOLLARD
EXISTING WATER VALVE
EXISTING GUY WIRE
EXISTING WETLAND
LEGEND
PROPOSED C/L OF TRACK
SWITCH STAND/MACHINE IS ON)
-POINT OF SWITCH (DENOTES SIDE
PROPOSED STORM SEWER
EXISTING ELECTRIC PULLBOX
EXISTING ELECTRIC METER
EXISTING COMMUNICATION PEDESTAL
EXISTING UTILITY MARKER
EXISTING LIGHT POLE
EXISTING POWER POLE
HYDRANT
EXISTING SIGN
EXISTING SETBACK
EXISTING RIGHT-OF-WAY
PROJECT BOUNDARY
EXISTING PROPERTY LINE
EASEMENT/BUFFER
EXISTING C/L OF TRACK
MANHOLE
EXISTING C/L OF DITCH
EXISTING C/L OF PAVEMENT
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING EDGE OF PAVEMENT/CURB
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING NATURAL GAS LINE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING FIBER OPTIC LINE
PROPOSED WATER SERVICE
PROPOSED ORNAMENTAL FENCE
PROPOSED NATURAL GAS LINE
PROPOSED COMPRESSED AIR LINE
PROPOSED FIRE LINE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY SEWER
MANHOLE
VALVE
AIR OUTLET
PROPOSED BOLLARD
PROPOSED GATE
HYDRANT
PROPOSED UNDERDRAIN
CLEANOUT
XXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR109
110
PROPOSED C/L DITCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR109
110
EXISTING 500 YR FLOODPLAIN
EXISTING 100 YR FLOODPLAIN
PROPOSED ROADWAY LIGHT POLE
PROPOSED HIGH MAST LIGHT
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31 32 33 34 35 36 37 38 39 40 41
28
42
4443
NOTES
5. SEE DRAWING NO. CG-201 TO CG-204 FOR GRADING DETAILS.
4. SEE DRAWING NO. CG-145 TO CG-159 FOR STORM PROFILES.
PROPOSED SUBGRADE.
3. PROPOSED CONTOURS IN TRACK AREAS ARE BASED UPON TOP OF
BASED UPON PROPOSED FINISHED GRADE.
2. PROPOSED CONTOURS AND GRADES IN PAVEMENT AREAS ARE
T/O AND FOLLOWS ST07 THROUGH THE PROCESS AREA.
1. THE BASELINE ALIGNMENT SHOWN IS FROM NO. 15 T/O TO NO. 15
GRADING & DRAINAGE PLAN - ZONE 44CG-144
1" = 40'
240
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:11 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PROP. SUBBALLAST
PROP. GRADE
EX. GROUND
349.55 L.F.
48" @ 0.20%
120.62 120.69 120.72 120.55 CONCRETE ENDWALLNCDOT STD. DWG. 838.01STA. 3+49.55NCDOT STD. DWG. 838.01CONCRETE ENDWALLSTA. 0+00.00HW2HW1
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT
118.17 118.37 118.57 118.77
2.45 2.32 2.15 1.79118.17118.860 1 2 3
110
120
130
140
150
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
HW4
CONCRETE ENDWALLNCDOT STD. DWG. 838.01STA. 7+77.00PROP. GRADE
EX. GROUND
113.89777.00 L.F.
48"(2) @ 0.20%
119.04120.93123.06122.75121.91121.45119.98
112.73112.93113.13113.33113.53
6.308.009.939.428.38
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT
2345678
113.73
7.72
110
120
130
140
150
STORM SEWER PROFILES
241
CG-145 MATCH LINESEE DRAWING CG-146
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:12 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWINGSTA. 0+12.28CATCH BASIN3.323.27-0.23
92.8493.2993.64
96.1796.5793.41
INV.=93.89
STM. (SW)
PROP. 24"92.9992.8492.8993.6436" @ 0.35%
12.29 L.F.36" @ 0.35%
187.71 L.F.
EX. GROUND
PROP. GRADE
80
90
100
110
120
80
90
100
110
120
STATION
EX GROUND
INVERT
CUT RIM=98.0788
HW5HW6
012 PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 2+00.00PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
EX. GROUND
PROP. GRADE
3.49
96.22
99.7096.2296.9436" @ 0.93%
77.24 L.F.
80
90
100
110
120
80
90
100
110
120
STATION
EX GROUND
INVERT
CUT
HW7HW8
01PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+61.00PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. -0+00.0098.7098.4612" @ 0.48%
49.81 L.F.
EX. GROUND
PROP. GRADE
0.28
98.46
98.74
80
90
100
110
120
80
90
100
110
120
STATION
EX GROUND
INVERT
CUT OUTLET STRUCTURESTA. 0+49.81RIM=101.500 1PRECAST 12" CONCRETEHALF-HEIGHT HEADWALLSTA. -0+00.00HW9 1
CONCRETE ENDWALLNCDOT STD. DWG. 838.01STA. 0+00.00112.33115.79118.41119.04
112.33112.53112.73
3.465.876.30
110
120
130
140
150
012
HW3
48"(2) @ 0.20%
777.00 L.F.
EX. GROUND
PROP. GRADE
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT
STORM SEWER PROFILES
242
CG-146SEE DRAWING CG-145MATCH LINE
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:13 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
110
120
130
140
150
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT
0 1
127.99 127.67
118.02
9.96
PROP. GRADE RIM=121.87PRECAST 18" CONCRETEHALF-HEIGHT HEADWALLSTA. -0+00.00PROPOSED CATCH BASINSTA. 0+26.50BULKHEADSTA. 1+06.50118.02118.20118.10118.3626.50 L.F.
18" @ 0.30%
80.00 L.F.
18" @ 0.20%
4
EX. GROUND
BH1HW11
118.35117.87118.42118.25EX. GROUND
PROP. GRADE
30" @ 0.50%
15.00 L.F.
30" @ 0.50%
76.00 L.F.
6.44
117.87
126.20 125.98
0 1
110
120
130
140
150
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT
BH3BH2
RIM=123.695
PROPOSED MANHOLESTA. 0+76.00BULKHEADSTA. -0+00.00BULKHEADSTA. 0+91.00119.75119.27119.82119.6530" @ 0.50%
15.00 L.F.30" @ 0.50%
76.00 L.F.
EX. GROUND
PROP. GRADE
6.23
119.26
125.78 126.69
0 1
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT BULKHEADSTA. 0+91.00PROPOSED MANHOLESTA. 0+76.00BULKHEADSTA. -0+00.00RIM=125.206
BH5BH4
PROP. SUBBALLAST
97.5097.7542" @ 0.50%
50.00 L.F.
EX. GROUND
PROP. GRADE
97.8598.2036" @ 0.50%
69.05 L.F.
4.97 5.76
97.50 98.10
102.47 103.86
80
90
100
110
120
80
90
100
110
120
STATION
EX GROUND
INVERT
CUT RIM=103.33RIM=102.600 1 PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESSTA. 1+19.05PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESSTA. 0+50.00PRECAST 42" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00HW10 2 3
WINDOW ELEV. = 101.83WINDOW ELEV. = 101.10STORM SEWER PROFILES
243
CG-147
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:13 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
PROP. GRADE
INV.=113.79
STM. (N)
PROP. 36"
INV.=113.89
STM. (S)
PROP. 36"114.56114.5018" @ 0.50%
11.95 L.F.
EX. GROUND
3.65
114.50
118.15
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=118.007
HW12
DIVERSION STRUCTURESTA. 0+06.54CONNECT TO LEVEL SPREADERSTA. 0+00.000
INV.=114.56
STM. (NE)
PROP. 18"
36" @ 0.20%
20.00 L.F.36" @ 0.20%
30.81 L.F.113.79113.95113.75113.89EX. GROUND
PROP. GRADE
3.91
113.75
117.66
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT 36" FLARED END SECTIONSTA. 0+00.00DIVERSION STRUCTURESTA. 0+20.00OUTLET STRUCTURESTA. 0+50.81HW13
RIM=118.007
RIM=119.008
01
36" @ 0.30%
93.35 L.F.
PROP. GRADE INV.=126.32
PROP. 12" STM. (SW)
INV.=125.83
PROP. 18" STM. (NE)117.44116.35114.54117.04115.9542" @ 0.30%
229.57 L.F.
48" @ 0.55%
255.56 L.F.
EX. GROUND
PROP. GRADE
8.22 7.39 5.73 5.95 6.69 5.06
114.54 115.09 115.64 116.48 116.78 117.48
122.76 122.48 121.37 122.44 123.47 122.54
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT CATCH BASINSTA. 4+85.13CATCH BASINSTA. 2+55.56RIM=128.90RIM=122.090 1 2 3 4 5PRECAST 48" CONCRETEHALF-HEIGHT HEADWALLSTA. -0+00.001211HW14
110
120
130
140
150
STORM SEWER PROFILES
244
CG-148 MATCH LINESEE DRAWING CG-149
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
INV.=117.44
PROP. 36" STM. (NW)
INV.=117.04
PROP. 42" STM. (SE)
INV.=125.83
STM. (NE)
PROP. 18"
18" @ 0.20%
SLOTTED DRAIN
153.29 L.F.125.83126.14EX. GROUND
PROP. GRADE
-2.45-2.91
125.83126.03
123.38123.12
110
120
130
140
150
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT CATCH BASINSTA. 0+00.00CATCH BASINSTA. 1+53.29012RIM=128.9012
RIM=128.9026
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:14 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
110
120
130
140
150
PROP. GRADE
PROP. GRUNT LANE
PROP. SUBBALLAST
INV.=121.13
STM. (NE)
PROP. 12"
INV.=119.99
STM. (SW)
PROP. 18"
INV.=120.75
PROP. 15" STM. (SW)
INV.=120.35
PROP. 15" STM. (NE)118.75118.39117.82118.65119.07117.99117.7230" @ 0.50%
63.50 L.F.
30" @ 0.50%
52.00 L.F.36" @ 0.30%
58.00 L.F.
36" @ 0.30%
93.35 L.F.
5.06 6.13 6.09
117.48 117.88 118.81
122.54 124.02 124.89
110
120
130
140
CATCH BASINSTA. 6+88.47CATCH BASINSTA. 6+36.47CATCH BASINSTA. 5+78.47RIM=127.33RIM=127.78RIM=128.675 6 7 CONCRETE ENDWALLNCDOT STD. DWG. 838.01STA. 7+51.97150HW15151413
EX. GROUND
INV.=117.44
PROP. 36" STM. (NW)
INV.=117.04
PROP. 42" STM. (SW)
INV.=126.32
STM. (SW)
PROP. 12"125.8318" @ 0.20%
SLOTTED DRAIN
300.00 L.F.
EX. GROUND
PROP. GRADE
-2.45 -2.13 -1.35
125.83 126.03 126.23
123.38 123.90 124.88
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT CATCH BASINSTA. -0+00.00RIM=128.900 1 2
12
110
120
130
140
150
STORM SEWER PROFILES
245
CG-149MATCH LINESEE DRAWING CG-148SEE DRAWING CG-150MATCH LINE
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:15 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
110
120
130
140
150
18" @ 0.20%
SLOTTED DRAIN
300.00 L.F.
INV.=126.98
PROP. 18" STM. (NE)126.53126.43126.9818" @ 0.15%
SLOTTED DRAIN
300.00 L.F.
-1.35 -0.58 0.26 1.61
126.23 126.48 126.68 126.83
124.88 125.90 126.94 128.44 128.96
110
120
130
140
150
RIM=128.90CATCH BASINSTA. 6+00.00CATCH BASINSTA. 3+00.00RIM=128.902 3 4 5 6
27 28
EX. GROUND
PROP. GRADE
36" @ 0.30%
93.35 L.F.
INV.=125.83
(NE &SW)
PROP. 18" STM.114.85116.45117.54117.14116.0542" @ 0.30%
229.57 L.F.
48" @ 0.47%
255.56 L.F.
EX. GROUND
PROP. GRADE
10.38 10.82 10.49 9.82 10.13 9.26
114.85 115.32 115.79 116.58 116.89 117.58
125.22 126.14 126.28 126.40 127.02 126.84
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=128.9017
RIM=122.0916HW16
CATCH BASINSTA. 4+85.13CATCH BASINSTA. 2+55.560 1 2 3 4 5PRECAST 48" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00100
110
120
130
140
STORM SEWER PROFILES
246
CG-150MATCH LINESEE DRAWING CG-149MATCH LINESEE DRAWING CG-151
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:16 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
100
110
120
130
140
EX. GROUND
PROP. GRADE PROP. GRUNT LANE
SUBBALLAST
PROP.
INV.=120.10
(NE & SW)
PROP. 18" STM.
INV.=120.48
(NE & SW)
PROP. 12" STM.
INV.=120.40
(NE & SW)
PROP. 15" STM.117.92118.19118.75119.06118.35118.09117.8230" @ 0.50%
63.50 L.F.
36" @ 0.30%
52.00 L.F.
36" @ 0.30%
58.00 L.F.
36" @ 0.30%
93.35 L.F.
9.26 8.12 7.09
117.58 117.98 118.80
126.84 126.10 125.89
100
110
120
130
140
RIM=127.3420
RIM=127.7819
RIM=128.6718
CATCH BASINSTA. 6+88.48CATCH BASINSTA. 6+36.47CATCH BASINSTA. 5+78.485 6 7 NCDOT STD. DWG. 838.01CONCRETE ENDWALLSTA. 7+51.97HW17
INV.=125.87
PROP. 18" STM. (NE)
INV.=117.15
PROP. 42" STM. (SE)
INV.=117.54
PROP. 36" STM. (NW)
INV.=126.98
PROP. 18" STM. (SW)
18" @ 0.15%
SLOTTED DRAIN
300.00 L.F.
18" @ 0.20%
SLOTTED DRAIN
300.00 L.F.126.53125.83126.43126.98PROP. GRADE
EX. GROUND
1.120.38-0.040.621.061.81
125.83126.03126.23126.43126.68126.83
126.95126.41126.19127.05127.74128.64128.96
110
120
130
140
150
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT CATCH BASINSTA. 0+00.00CATCH BASINSTA. 3+00.00CATCH BASINSTA. 6+00.00RIM=128.90RIM=128.90RIM=128.900123456
174428
STORM SEWER PROFILES
247
CG-151MATCH LINESEE DRAWING CG-150
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:17 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
PROP. GRADE
EX. GROUND
0 1 2 3 4 5 6
PROP. 18" STM. (NE)
INV.=126.98
PROP. 42" STM. (SW)
INV.=117.15
PROP. 36" STM. (NE)
INV.=117.54
PROP. 18" STM. (SW)
INV.=125.83
300.00 L.F.
18" @ 0.15%300.00 L.F.
18" @ 0.20%126.43126.98126.53125.831.12 0.44 0.54 0.61 0.70 -0.18
125.83 126.03 126.23 126.43 126.68 126.83
126.95 126.47 126.77 127.04 127.38 126.65 124.70RIM=128.90RIM=128.90RIM=128.90CATCH BASINSTA. 6+00.00CATCH BASINSTA. 3+00.00CATCH BASINSTA. -0+00.00110
120
130
140
150
110
120
130
140
150
STATION
EX GROUND
INVERT
CUT
17 45 46
INV.=112.93
PROP. 24" STM. (S)
24" @ 0.20%
61.68 L.F.
12" @ 0.50%
6.70 L.F.113.03114.15113.15114.18EX. GROUND
PROP. GRADE
2.90
114.15
117.05
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT OUTLET STRUCTURESTA. 0+68.38DIVERSION STRUCTURESTA. 0+06.7012" FLARED END SECTIONSTA. -0+00.00RIM=120.5010
RIM=115.959
HW18
0 1
STORM SEWER PROFILES
248
CG-152
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:17 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
INV.=114.18
PROP. 12" STM. (W)
INV.=113.03
PROP. 24" STM. (NE)
24" @ 0.20%
10.00 L.F.112.91112.93EX. GROUND
PROP. GRADE
0.00
112.91
112.91
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=115.959
HW19
DIVERSION STRUCTURESTA. 0+10.0024" FLARED END SECTIONSTA. -0+00.000
INV.=120.48
(NE & SW)
PROP. 12" STM.
PROP. GRUNT LANE
PROP. SUBBALLAST
INV.=120.10
(NE & SW)
PROP. 15" STM.
INV.=120.40
(NE & SW)
PROP. 12" STM.
INV.=125.83
(NE & SW)
PROP. 18" STM.114.94116.36117.45117.83118.40118.76119.27118.66118.00117.73117.05115.9630" @ 0.50%
101.00 L.F.
30" @ 0.50%
52.00 L.F.36" @ 0.30%
58.00 L.F.
36" @ 0.30%
93.32 L.F.
42" @ 0.30%
229.60 L.F.
48" @ 0.40%
255.56 L.F.
PROP. GRADE
PROP. GRADE
EX. GROUND
6.03 4.80 5.84 7.90 9.10 9.13 9.29 8.63
114.95 115.34 115.74 116.49 116.79 117.49 117.89 118.82
120.98 120.14 121.58 124.39 125.89 126.62 127.19 127.44 127.25
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT CATCH BASINSTA. 2+55.56CATCH BASINSTA. 4+85.15CATCH BASINSTA. 5+78.48CATCH BASINSTA. 6+36.47CATCH BASINSTA. 6+88.48HW21
RIM=126.8425
RIM=126.7124
RIM=126.8423
RIM=128.9022
RIM=122.0921HW20
0 1 2 3 4 5 6 7 8CONCRETE ENDWALLNCDOT STD. DWG. 838.01STA. 7+89.47PRECAST 48" CONCRETEHALF-HEIGHT HEADWALLSTA. -0+00.00STORM SEWER PROFILES
249
CG-153
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:18 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
INV.=125.83
PROP. 18" STM. (NW)
INV.=117.05
PROP. 42" STM. (SE)
INV.=117.45
PROP. 36" STM. (NW)
INV.=127.02
PROP. 18" STM. (SW)
18" @ 0.20%
SLOTTED DRAIN
300.00 L.F.
18" @ 0.15%
SLOTTED DRAIN
300.00 L.F.126.98126.43125.83126.53EX. GROUND
PROP. GRADE
0.640.44-0.74-3.74-8.60-5.90-2.28
125.83126.03126.23126.43126.68126.83126.98
126.47126.47125.49122.69118.08120.93124.70
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=128.9022
RIM=128.9056
RIM=128.9046
CATCH BASINSTA. 6+00.00CATCH BASINSTA. 3+00.00CATCH BASINSTA. -0+00.000123456
INV.=117.05
PROP. 42" STM. (SE)
INV.=117.45
PROP. 36" STM. (NW)
INV.=125.87
PROP. 18" STM. (SW)125.8318" @ 0.24%
SLOTTED DRAIN
300.00 L.F.
EX. GROUND
PROP. GRADE
0.64 0.66 0.50
125.83 126.07 126.32
126.47 126.73 126.81
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=128.9022
CATCH BASINSTA. 0+00.000 1 2
100
110
120
130
140
STORM SEWER PROFILES
250
CG-154 SEE DRAWING CG-155MATCH LINE
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:19 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
100
110
120
130
140
EX. GROUND
PROP. GRADE
126.66126.56126.9818" @ 0.24%
SLOTTED DRAIN
131.71 L.F.
0.50 -0.87 -1.93
126.32 126.56 126.91
126.81 125.69 124.99
100
110
120
130
140
RIM=128.9058
RIM=128.9057
CATCH BASINSTA. 4+31.71CATCH BASINSTA. 3+00.002 3 4 5
36" @ 0.50%
116.34 L.F.115.68116.27INV.=119.68
PROP. 24" STM. (W)116.27116.75117.69118.64119.25118.24117.29116.6524" @ 0.50%
121.30 L.F.
30" @ 0.50%
109.27 L.F.
36" @ 0.30%
179.81 L.F.
36" @ 0.50%
76.66 L.F.
EX. GROUND
PROP. GRADE
9.69 9.53 9.81 8.55 5.01 2.05
116.18 116.77 117.07 117.83 118.73 119.23
125.26 125.87 126.30 126.88 126.38 123.74 121.28
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=130.10OWS 1
OIL-WATER SEPARATORSTA. 1+16.34RIM=123.5071
RIM=127.7470
RIM=127.9169
RIM=129.3968HW22
CATCH BASINSTA. 6+03.37CATCH BASINSTA. 4+82.08CATCH BASINSTA. 3+72.81CATCH BASINSTA. 1+93.000 1 2 3 4 5 6PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00STORM SEWER PROFILES
251
CG-155SEE DRAWING CG-154MATCH LINE
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:20 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
INV.=118.24
PROP. 30" STM. (SW)
INV.=118.64
PROP. 24" STM. (NE)24" @ 0.50%
202.92 L.F.120.69119.68EX. GROUND
PROP. GRADE
4.946.816.13
119.68120.18120.68
124.62126.99126.81
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT CATCH BASINSTA. 0+00.00CATCH BASINSTA. 2+02.92RIM=127.7470
RIM=125.4472
012
INV.=122.33
PROP. 10" UD (NE)
INV.=122.66
PROP. 8" UD (SW)
PROP. SUBBALLAST
119.87
126.92 126.46 127.28
6.59
INV.=121.52
PROP. 6" UD (NE)
INV.=122.51
PROP. 8" UD (SW)
24" @ 0.50%
83.39 L.F.
24" @ 0.50%
179.71 L.F.119.37120.37120.79120.27EX. GROUND
PROP. GRADE
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT
HW23
CATCH BASINSTA. 2+63.10CATCH BASINSTA. 1+79.71RIM=125.3374
RIM=125.1773
0 1 2 3PRECAST 24" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00119.37
7.55
120.47
6.81
PROP. SUBBALLAST
114.25
INV.=116.74
PROP. 10" UD (S)
18" @ 0.50%
60.81 L.F.116.34116.64EX. GROUND
PROP. GRADE
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT RIM=119.6777HW24
CATCH BASINSTA. 0+60.810 1PRECAST 18" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PROP. SUBBALLAST
109.86
112.46115.54 109.86110.2636" @ 0.50%
80.46 L.F.
EX. GROUND
PROP. GRADE
2.60
HW25
RIM=115.3978
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT
01 PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESSTA. 0+80.46STORM SEWER PROFILES
252
CG-156
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:20 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND 118.56116.92111.95117.42115.40111.6624" @ 0.50%
227.71 L.F.
30" @ 0.50%
303.45 L.F.
30" @ 0.50%
57.40 L.F.
EX. GROUND
PROP. GRADE
9.01 11.35 12.98 14.23 13.81 13.25
111.66 112.26 112.76 113.26 113.87 114.37
120.67 123.61 125.74 127.50 127.68 127.62
0 1 2 3 4 5 6
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT
HW26
RIM=123.3181
RIM=123.8780
RIM=120.3879
CATCH BASINSTA. 5+88.55CATCH BASINSTA. 3+60.8530" FLARED END SECTIONSTA. 0+00.00CATCH BASINSTA. 0+57.40105.15110.6736" @ 2.00%
176.95 L.F.
PROP. GRADE
5.746.155.90
105.15107.35109.35
100
110
120
130
140
100
110
120
130
140
STATION
EX GROUND
INVERT
CUT
HW27HW28
012 PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 2+65.803 STA. 0+88.86PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESWINDOW ELEV. = 111.4791
RIM=112.97EX. GROUND
36" @ 2.00%
88.86 L.F.107.13106.93115.26 113.50 110.90
STORM SEWER PROFILES
253
CG-157
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:21 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
96.93
99.45
12" @ 0.20%
43.52 L.F.97.0296.93EX. GROUND
PROP. GRADE
2.52
90
100
110
120
130
90
100
110
120
130
STATION
EX GROUND
INVERT
CUT RIM=102.3190 HW33
OUTLET STRUCTURESTA. 0+43.5212" FLARED END SECTIONSTA. -0+00.0001
93.8994.89
96.43102.98
INV=92.99
STM. (S)
PROP. 36"
INV.=92.89
STM. (N)
PROP. 36"
24" @ 1.00%
129.73 L.F.95.1893.89EX. GROUND
PROP. GRADE
2.548.10
90
100
110
120
130
90
100
110
120
130
STATION
EX GROUND
INVERT
CUT RIM=102.3189
RIM=98.0788
RIM=98.0788
OUTLET STRUCTURESTA. 1+29.73CATCH BASINSTA. 0+00.0001 112.6824" @ 1.50%
300.00 L.F.
109.90111.40
112.16114.09
2.262.69
90
100
110
120
130
STATION
EX GROUND
INVERT
CUT RIM=116.9385
CATCH BASINSTA. 7+85.64678
EX. GROUND
PROP. GRADE
90
100
110
120
130
36" @ 2.50%
51.60 L.F.97.3098.596.95
97.30
104.25
0 1
80
90
100
110
120
80
90
100
110
120
STATION
EX GROUND
INVERT
CUT
HW30HW29
PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PROP. GRADE
EX. GROUND
PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+51.60STORM SEWER PROFILES
254
CG-158 SEE DRAWING CG-159MATCH LINE
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:22 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-145-159.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
PIPE & BEDDING/BACKFILL NOTES
0 5'10'2.5'5'
GRAPHIC SCALE:1" = 5'
0 40'80'20'40'
GRAPHIC SCALE:1" = 40'
HORIZONTAL
VERTICAL
CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS.
FROM THE EDGE OF PAVEMENT OR 12' FROM THE C/L OF THE TRACK. ALL MATERIALS SHALL CONFORM TO THE NORTH
GRANULAR MATERIAL TO THE LIMIT OF INFLUENCE OF THE PAVEMENT OR TRACK. LIMIT OF INFLUENCE IS A 1:1 SLOPE
ALL PIPES WITHIN THE INFLUENCE OF PAVEMENT OR TRACK OR FUTURE PAVEMENT OR TRACK SHALL BE BACKFILLED WITH
TOP OF PIPE).
FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE STORM SEWER (MIN. 24" ABOVE
IN LOCATIONS WHERE THE EXISTING GROUND IS BELOW THE PROPOSED PIPE ELEVATION, THE CONTRACTOR SHALL PLACE
ALL PIPE SHALL BE REINFORCED CONCRETE, CLASS V UNLESS OTHERWISE NOTED.
WATERTIGHT SEAL.
LOCAL JURISDICTIONS STANDARDS. ALL STRUCTURES ASSOCIATED WITH THESE PIPE RUNS SHALL BE PROVIDED WITH A
ALL PIPE RUNS ARE TO HAVE WATERTIGHT JOINTS AND MATERIAL SPECIFICATIONS IN ACCORDANCE WITH THIS PLAN AND
90
100
110
120
130
STATION
EX GROUND
INVERT
CUT
EX. GROUND
PROP. GRADE
103.92108.18108.0824" @ 1.39%
300.00 L.F.
97.3099.65104.12105.51106.89108.40109.90
104.98106.38107.67108.56109.55110.58112.16
36" @ 0.50%
103.62 L.F.
36" @ 0.50%
82.03 L.F.97.71100.0897.3099.56EX. GROUND
PROP. GRADE
7.686.723.563.062.652.182.26
90
100
110
120
130
RIM=112.4384
CATCH BASINSTA. 4+85.64HW31
RIM=106.4082
RIM=108.1783
CATCH BASINSTA. 1+85.640123456 PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESSTA. 0+82.0324" @ 1.39%
300.00 L.F.WINDOW ELEV. = 104.9024" @ 1.50%
300.00 L.F.
96.8097.30
104.3899.5093.25 97.4496.8097.3497.8836" @ 0.50%
107.87 L.F.36" @ 0.50%
88.00 L.F.
EX. GROUND
PROP. GRADE
7.582.20
90
100
110
120
130
90
100
110
120
130
STATION
EX GROUND
INVERT
CUT
HW32
RIM=103.3486
RIM=103.7887
012 PRECAST 36" CONCRETEHALF-HEIGHT HEADWALLSTA. 0+00.00PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESSTA. 1+07.87PROPOSED CATCH BASINW/ 3'x1' WINDOW, ALL SIDESSTA. 1+95.87WINDOW ELEV. = 102.28WINDOW ELEV. = 101.84STORM SEWER PROFILES
255
CG-159SEE DRAWING CG-158MATCH LINE
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:23 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-201-204.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
GRADING & DRAINAGE PLAN - DETAILSCG-201
257
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:33 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-201-204.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
N.T.S.
STRUCTURE 1 DETAIL
SEWER PIPE (25 LF)
12" DIAMETER PVC STORM
ANTI SEEP COLLAR
HALF HEIGHT HEADWALL
4'x4' CATCH BASIN
12" STM. TO HW9
CLAY TRENCH DAM
INV.=95.60INV.=98.70
SOLID SCREW CAP
RIM=101.50
BASIN = 94.10
BOTTOM OFINV.=95.60
INV.=98.70
8" ORIFICE
NORMAL POOL = 98.70
N.T.S.
LEVEL SPREADER CONCRETE WALL DETAIL
REINFORCING STEEL (TYP)
STEEL (TYP)
REINFORCING
2'9"2'-9"6"
1'AS SPECIFIED
24" MAX.
SPACED
EQUALLY
12" MAX.SPACEDEQUALLYMAINTAIN 3" CLEAR BETWEEN OUTSIDE OF STRUCTURE AND REINFORCING STEEL.2.
REINFORCING STEEL SHALL BE #5 BAR.1.
NOTES:
N.T.S.
LEVEL SPREADER DETAIL
2'2'2'0.5'6" NO. 57 STONE
GREATER THAN NO. 120 SIEVE SIZE
AASHTO M288-06 CLASS 2, AOS NO
NONWOVEN GEOTEXTILE FABRIC,
GREATER THAN NO. 120 SIEVE SIZE
AASHTO M288-06 CLASS 2, AOS NO
NONWOVEN GEOTEXTILE FABRIC,
GREATER THAN NO. 120 SIEVE SIZE
AASHTO M288-06 CLASS 2, AOS NO
NONWOVEN GEOTEXTILE FABRIC,
6" NO. 57 STONE
(WHERE SPECIFIED)
VEGETATED FILTER STRIP
(WHERE SPECIFIED)
4" UNDERDRAIN
1.33'1.33'0.33'3'
CONCRETE WALL
SWALE
N.T.S.
STRUCTURE 1 LEVEL SPREADER AND FILTER STRIP (A)
FILTER STRIP NO. 57 STONE SWALE
4" UNDERDRAIN
TOP OF WALL = 98.36
CONCRETE WALL
TOP OF WALL = 98.86
CONCRETE WALL
6" STEP IN WALL30'6'1'3'30'
FLOW
GRADING & DRAINAGE PLAN - DETAILSCG-202
258
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:33 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-201-204.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
N.T.S.
STRUCTURE 8 DETAIL
36" STM. TO STRUCTURE 7
CLAY TRENCH DAM
INV.=113.95
RIM=119.33
ELEV.=115.50
24"W X 6"H WINDOW
ELEV.=117.70
36"W X 15.6"H WINDOW
N.T.S.
STRUCTURE 10 DETAIL
SEWER PIPE (35 LF)
12" DIAMETER PVC STORM
ANTI SEEP COLLAR
HALF HEIGHT HEADWALL
4'x4' CATCH BASIN
24" STM. TO STRUCTURE 9
CLAY TRENCH DAM
INV.=111.50INV.=113.15
SOLID SCREW CAP
RIM=120.50
BASIN = 109.50
BOTTOM OFINV.=111.50
INV.=115.50
5" ORIFICE
ELEV.=118.00
36"W X 18"H WINDOW
NORMAL POOL = 115.50
NORMAL POOL = 115.50
N.T.S.
STRUCTURE 10 LEVEL SPREADER AND FILTER STRIP (C)
FILTER STRIP NO. 57 STONE SWALE
4" UNDERDRAIN
TOP OF WALL = 114.34
CONCRETE WALL10'6'1'3'30'
FLOW30'6'1'3'30'
FILTER STRIP
NO. 57 STONE
SWALE
4" UNDERDRAIN
TOP OF WALL = 115.00
CONCRETE WALL
12" OUTLET PIPE
N.T.S.
STRUCTURE 8 LEVEL SPREADER AND FILTER STRIP (B)
FLOW
GRADING & DRAINAGE PLAN - DETAILSCG-203
259
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC.
Evans, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
5500 New Albany Road, Columbus, OH 43054
emht.com
Phone: [phone] Toll Free: 888.775.3648
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTAS SHOWN
-
-
-
-
JANUARY 18, 2019
60% DRAWINGS VAL. SEC.-
78302/27/20197:43:34 PMJ:\20180935\Dgn\04Sheets\05-Grading and Drainage\CG-201-204.dgnNOT FOR CONSTRUCTION
DRAFT CONFIDENTIAL
CAROLINA CONNECTOR
INTERMODAL RAIL TERMINAL
ROCKY MOUNT, NORTH CAROLINA
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
N.T.S.
STRUCTURE 90 DETAIL
INV.=97.02
4" ORIFICE
NORMAL POOL = 97.02
SEWER PIPE (110 LF)
8" DIAMETER PVC STORM
ANTI SEEP COLLAR
HALF HEIGHT HEADWALL
4'x4' CATCH BASIN
12" STM. TO HW33
CLAY TRENCH DAM
INV.=93.90INV.=97.02
SOLID SCREW CAP
RIM=102.31
BASIN = 88.90
BOTTOM OFINV.=93.90
ELEV.=99.40
36"W X 18"H WINDOW
NORMAL POOL = 97.02
N.T.S.
STRUCTURE 89 DETAIL
24" STM. TO STRUCTURE 88
CLAY TRENCH DAM
INV.=95.18
RIM=102.31
N.T.S.
STRUCTURE 90 LEVEL SPREADER (D)
FLOW
TOP OF WALL = 96.23
CONCRETE WALL
SWALE
4" UNDERDRAIN
6'1'3'10'N.T.S.
HW34 LEVEL SPREADER (E)
FLOW
TOP OF WALL = 97.00
CONCRETE WALL
SWALE
6'1'3'10'GRADING & DRAINAGE PLAN - DETAILSCG-204
260
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
115A
VAL 6060+13

+
+
113
EMT1 5954+92EMT1 6008+14114
STA. 6060+44.83
(MAI
NLI
NE 1)STA. 6060+41.97
(MAI
NLI
NE 2)STA. 6008+14.00 (MAINLINE 1)STA. 6008+14.00 (MAINLINE 2)STA. 5954+91.56 (MAINLINE 1)STA. 5954+91.56 (MAINLINE 2)7'-0"x6'-10"RES TROOMDRIV ERS7'-0"x7'-0"VESTIBULE
DRI VERS12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE
25'-0"x16'-0"CONF ERENCE ROOM
10'-0"x16'-0"ROOM
STORAGE /FILE 24'-6"x16'-0"ROOM
BREAK/TRAINING 16'-0"x16'-0"MECHANIC AL ROOM
LOCKERS38 HALF -HEIGHT MEN'S RESTROOM LOCKERS26 HALF-HEIG HT WOMEN'S RES TROOM
8'-0"x6'-8"CLOSETJANITOR 8'-6"x7'-0"STORAGE23'-0"x18'-5"SERVER ROOM 26'-0"x18'-5"ROS ROO M14'-5"x11'-0"CLERK
PLANNER/EXCE PTION STATIONS TO SERVER ROOMRACEWAYS IN FLOOR FROM ROS INSULATE THIS INTE RIOR WALL
22'-0"x50'-0"HOSTLER REPAIR
8'-0"x12'-0"MECHANICAL 10'-0"x12'-0"
OFFICE
25'-0"x20'-0"CRANE PARTS
16'-0"x20'-0"PARTS
10'-0"x6'-0"TELECOMMUNICATIONS
10'-0"x11'-0"BREAKROOM
RESTROOMWOMEN'S
RESTROOMMEN'S INSULATE THIS INTERIOR WALL22'-0"x50'-0"HOSTLER/GRUNT REPAIR
70'-0"x24'-0"REPAIR BAY
10'-0"x12'-0"OFFICE 7'-0"x12'-0"
TELECOM 9'-0"x12'-0"MECHANICALRESTROOMMEN'S
RESTROOMWOMEN'S
25'-0"x12'-0"PARTS
70'-0"x24'-0"FUTURE REPAIR BAY SPANDRE L GLASS
SPAND REL GLASS
SPANDREL GLA SS12'Wx14'H OVERHEAD DOOR 12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
8'Wx10'H OVERHEAD DOOR 10'Wx12'H OVERHEAD DOOR 14'Wx16'H OVERHEAD DOOR14'Wx16'H OVERHEAD DOOR8'Wx10'H OVERHEAD DOOR5'-1"x7'-0"ROOMTECHNOLOGYMONITORMONITOR6'-0" PICTURE WINDOW
WITH AWNINGCOMPRESSOR PAD
WITH AWNINGCOMPRESSOR PAD
JACKSONVILLE, FLORIDADESIGN & CONSTRUCTIONENGINEERING DEPARTMENT CSX TRANSPORTATION, INC.Evans, Mechwart, Hambleton & Tilton, Inc.Engineers • Surveyors • Planners • Scientists5500 New Albany Road, Columbus, OH 43054emht.comPhone: 614.775.4500Toll Free: 888.775.3648100
105
95 95
10
0
100
1
0
5
1
0
5 110115115
110105100
115120120 1251
2
5 130130130125125125
120
125
12
0 1251251
2
0
120
120
125
12
0
125
125
12
5
1
2
5
12
5
12
5
13
0
130
130130
13
0
130
125
12
5
125 125125 1251251201
2
5
1
2
0120125
1
20
115
1
2
0
1201 25
1 2 5125125120125125 120120120
115
115115110
110110105105
100
100
100105
100
95
95
95
9
0
9
0
90
90
100
100
1
0
0
105
105
110
115
120125115
110
110
10
5 90
90
90
95100 1051101009
5 105115
115
100
100
90
90
95130130
130
130
130125
125
120
120
125
115
120
105100
10
0
105
1
0
5
10
5
100
95
100
10095
105
105
110
110
110
115
105
100
115
8
5
95
95
90
100
100
105110
115
95
1151
0
0
1
0
5
110105
90
9590
110
115
115
120 125 UNDETAINED 101
UNDETAINED 101
DETAINED SUBAREA 101
DETAINED SUBAREA 102
POND 2DETAINED SUBAREA 102
POND 3
UNDETAINED 102
UNDETAINED 102UNDETAINED 103UNDETAINED 103
UNDETAINED 103
DETAINED SUBAREA 103
DETAINED SUBAREA 104
UNDETAINED 104
UNDETAINED 104
POND 1FOREBAY 1
FOREBAY 2
FOREBAY 3
FOREBAY 4FOREBAY 5
FOREBAY 6
FOREBAY 8
POND 2
POND 3
POND 3
POND 4
POND 5
FOREBAY 7
UNDETAINED 101
PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT11/18/201810:31:05 PMJ:\20180935\Dgn\04Sheets\Exhibits\Stormwater\CS-001.dgnTransportation.with the CSX in agreementsprovided for any purpose not shall not be used for con-fidential; and and shall be held Transportationof the CSX remain the property here with shall information furnished specifications, and/or all plans, drawings, confidentialInformation DESIGNED BYAPPROVED BYDRAWN BYCHECKED BYDATESUBBYAPPDATEREVDESCRIPTIONDRAWING NO. REVISIONSHEET NO. SCALECONTRACT NO.1" = 100'----EXHIBITVAL. SEC.CD-001-0NOT FOR CONSTRUCTIONDRAFT CONFIDENTIAL1 OF 10 100'200'100'
GRAPHIC SCALE: 1" = 100'CAROLINA CONNECTORINTERMODAL RAIL TERMINALSITE PLANROCKY MOUNT, NORTH CAROLINANOVEMBER 16, 2018IF THIS DRAWING IS LESS THAN 22" X 162" IT IS A REDUCED SIZE DRAWING
+
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+
+
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+
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+
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115A
VAL 6060+13

+
+
113
EMT1 5954+92EMT1 6008+14114
STA. 6060+44.83
(MAI
NLI
NE 1)STA. 6060+41.97
(MAI
NLI
NE 2)STA. 6008+14.00 (MAINLINE 1)STA. 6008+14.00 (MAINLINE 2)STA. 5954+91.56 (MAINLINE 1)STA. 5954+91.56 (MAINLINE 2)7'-0"x6'-10"RES TROOMDRIV ERS7'-0"x7'-0"VESTIBULE
DRI VERS12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE
25'-0"x16'-0"CONF ERENCE ROOM
10'-0"x16'-0"ROOM
STORAGE /FILE 24'-6"x16'-0"ROOM
BREAK/TRAINING 16'-0"x16'-0"MECHANIC AL ROOM
LOCKERS38 HALF -HEIGHT MEN'S RESTROOM LOCKERS26 HALF-HEIG HT WOMEN'S RES TROOM
8'-0"x6'-8"CLOSETJANITOR 8'-6"x7'-0"STORAGE23'-0"x18'-5"SERVER ROOM 26'-0"x18'-5"ROS ROO M14'-5"x11'-0"CLERK
PLANNER/EXCE PTION STATIONS TO SERVER ROOMRACEWAYS IN FLOOR FROM ROS INSULATE THIS INTE RIOR WALL
22'-0"x50'-0"HOSTLER REPAIR
8'-0"x12'-0"MECHANICAL 10'-0"x12'-0"
OFFICE
25'-0"x20'-0"CRANE PARTS
16'-0"x20'-0"PARTS
10'-0"x6'-0"TELECOMMUNICATIONS
10'-0"x11'-0"BREAKROOM
RESTROOMWOMEN'S
RESTROOMMEN'S INSULATE THIS INTERIOR WALL22'-0"x50'-0"HOSTLER/GRUNT REPAIR
70'-0"x24'-0"REPAIR BAY
10'-0"x12'-0"OFFICE 7'-0"x12'-0"
TELECOM 9'-0"x12'-0"MECHANICALRESTROOMMEN'S
RESTROOMWOMEN'S
25'-0"x12'-0"PARTS
70'-0"x24'-0"FUTURE REPAIR BAY SPANDRE L GLASS
SPAND REL GLASS
SPANDREL GLA SS12'Wx14'H OVERHEAD DOOR 12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
8'Wx10'H OVERHEAD DOOR 10'Wx12'H OVERHEAD DOOR 14'Wx16'H OVERHEAD DOOR14'Wx16'H OVERHEAD DOOR8'Wx10'H OVERHEAD DOOR5'-1"x7'-0"ROOMTECHNOLOGYMONITORMONITOR6'-0" PICTURE WINDOW
WITH AWNINGCOMPRESSOR PAD
WITH AWNINGCOMPRESSOR PAD
JACKSONVILLE, FLORIDADESIGN & CONSTRUCTIONENGINEERING DEPARTMENT CSX TRANSPORTATION, INC.Evans, Mechwart, Hambleton & Tilton, Inc.Engineers • Surveyors • Planners • Scientists5500 New Albany Road, Columbus, OH 43054emht.comPhone: 614.775.4500Toll Free: 888.775.3648100
105
95 95
10
0
100
1
0
5
1
0
5 110115115
110105100
115120120 1251
2
5 130130130125125125
120
125
12
0 1251251
2
0
120
120
125
12
0
125
125
12
5
1
2
5
12
5
12
5
13
0
130
130130
13
0
130
125
12
5
125 125125 1251251201
2
5
1
2
0120125
1
20
115
1
2
0
1201 25
1 2 5125125120125125 120120120
115
115115110
110110105105
100
100
100105
100
95
95
95
9
0
9
0
90
90
100
100
1
0
0
105
105
110
115
120125115
110
110
10
5 90
90
90
95100 1051101009
5 105115
115
100
100
90
90
95130130
130
130
130125
125
120
120
125
115
120
105100
10
0
105
1
0
5
10
5
100
95
100
10095
105
105
110
110
110
115
105
100
115
8
5
95
95
90
100
100
105110
115
95
1151
0
0
1
0
5
110105
90
9590
110
115
115
120 125 UNDETAINED 101
UNDETAINED 101
DETAINED SUBAREA 101
DETAINED SUBAREA 102
POND 2DETAINED SUBAREA 102
POND 3
UNDETAINED 102
UNDETAINED 102UNDETAINED 103UNDETAINED 103
UNDETAINED 103
DETAINED SUBAREA 103
DETAINED SUBAREA 104
UNDETAINED 104
UNDETAINED 104
POND 1FOREBAY 1
FOREBAY 2
FOREBAY 3
FOREBAY 4FOREBAY 5
FOREBAY 6
FOREBAY 8
POND 2
POND 3
POND 3
POND 4
POND 5
FOREBAY 7
UNDETAINED 101
PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT11/18/201810:31:05 PMJ:\20180935\Dgn\04Sheets\Exhibits\Stormwater\CS-001.dgnTransportation.with the CSX in agreementsprovided for any purpose not shall not be used for con-fidential; and and shall be held Transportationof the CSX remain the property here with shall information furnished specifications, and/or all plans, drawings, confidentialInformation DESIGNED BYAPPROVED BYDRAWN BYCHECKED BYDATESUBBYAPPDATEREVDESCRIPTIONDRAWING NO. REVISIONSHEET NO. SCALECONTRACT NO.1" = 100'----EXHIBITVAL. SEC.CD-001-0NOT FOR CONSTRUCTIONDRAFT CONFIDENTIAL1 OF 10 100'200'100'
GRAPHIC SCALE: 1" = 100'CAROLINA CONNECTORINTERMODAL RAIL TERMINALSITE PLANROCKY MOUNT, NORTH CAROLINANOVEMBER 16, 2018IF THIS DRAWING IS LESS THAN 22" X 162" IT IS A REDUCED SIZE DRAWING
0 100'200'100'
GRAPHIC SCALE: 1" = 100'
+
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115A
VAL 6060+13

+
+
113
EMT1 5954+92EMT1 6008+14114
STA. 6060+44.83
(MAI
NLI
NE 1)STA. 6060+41.97
(MAI
NLI
NE 2)STA. 6008+14.00 (MAINLINE 1)STA. 6008+14.00 (MAINLINE 2)STA. 5954+91.56 (MAINLINE 1)STA. 5954+91.56 (MAINLINE 2)7'-0"x6'-10"RES TROOMDRIV ERS7'-0"x7'-0"VESTIBULE
DRI VERS12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE
25'-0"x16'-0"CONF ERENCE ROOM
10'-0"x16'-0"ROOM
STORAGE /FILE 24'-6"x16'-0"ROOM
BREAK/TRAINING 16'-0"x16'-0"MECHANIC AL ROOM
LOCKERS38 HALF -HEIGHT MEN'S RESTROOM LOCKERS26 HALF-HEIG HT WOMEN'S RES TROOM
8'-0"x6'-8"CLOSETJANITOR 8'-6"x7'-0"STORAGE23'-0"x18'-5"SERVER ROOM 26'-0"x18'-5"ROS ROO M14'-5"x11'-0"CLERK
PLANNER/EXCE PTION STATIONS TO SERVER ROOMRACEWAYS IN FLOOR FROM ROS INSULATE THIS INTE RIOR WALL
22'-0"x50'-0"HOSTLER REPAIR
8'-0"x12'-0"MECHANICAL 10'-0"x12'-0"
OFFICE
25'-0"x20'-0"CRANE PARTS
16'-0"x20'-0"PARTS
10'-0"x6'-0"TELECOMMUNICATIONS
10'-0"x11'-0"BREAKROOM
RESTROOMWOMEN'S
RESTROOMMEN'S INSULATE THIS INTERIOR WALL22'-0"x50'-0"HOSTLER/GRUNT REPAIR
70'-0"x24'-0"REPAIR BAY
10'-0"x12'-0"OFFICE 7'-0"x12'-0"
TELECOM 9'-0"x12'-0"MECHANICALRESTROOMMEN'S
RESTROOMWOMEN'S
25'-0"x12'-0"PARTS
70'-0"x24'-0"FUTURE REPAIR BAY SPANDRE L GLASS
SPAND REL GLASS
SPANDREL GLA SS12'Wx14'H OVERHEAD DOOR 12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
8'Wx10'H OVERHEAD DOOR 10'Wx12'H OVERHEAD DOOR 14'Wx16'H OVERHEAD DOOR14'Wx16'H OVERHEAD DOOR8'Wx10'H OVERHEAD DOOR5'-1"x7'-0"ROOMTECHNOLOGYMONITORMONITOR6'-0" PICTURE WINDOW
WITH AWNINGCOMPRESSOR PAD
WITH AWNINGCOMPRESSOR PAD
JACKSONVILLE, FLORIDADESIGN & CONSTRUCTIONENGINEERING DEPARTMENT CSX TRANSPORTATION, INC.Evans, Mechwart, Hambleton & Tilton, Inc.Engineers • Surveyors • Planners • Scientists5500 New Albany Road, Columbus, OH 43054emht.comPhone: 614.775.4500Toll Free: 888.775.3648100
105
95 95
10
0
100
1
0
5
1
0
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110105100
115120120 1251
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5 130130130125125125
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125
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2
0
120
120
125
12
0
125
125
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1
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5
12
5
12
5
13
0
130
130130
13
0
130
125
12
5
125 125125 1251251201
2
5
1
2
0120125
1
20
115
1
2
0
1201 25
1 2 5125125120125125 120120120
115
115115110
110110105105
100
100
100105
100
95
95
95
9
0
9
0
90
90
100
100
1
0
0
105
105
110
115
120125115
110
110
10
5 90
90
90
95100 1051101009
5 105115
115
100
100
90
90
95130130
130
130
130125
125
120
120
125
115
120
105100
10
0
105
1
0
5
10
5
100
95
100
10095
105
105
110
110
110
115
105
100
115
8
5
95
95
90
100
100
105110
115
95
1151
0
0
1
0
5
110105
90
9590
110
115
115
120 125 UNDETAINED 101
UNDETAINED 101
DETAINED SUBAREA 101
DETAINED SUBAREA 102
POND 2DETAINED SUBAREA 102
POND 3
UNDETAINED 102
UNDETAINED 102UNDETAINED 103UNDETAINED 103
UNDETAINED 103
DETAINED SUBAREA 103
DETAINED SUBAREA 104
UNDETAINED 104
UNDETAINED 104
POND 1FOREBAY 1
FOREBAY 2
FOREBAY 3
FOREBAY 4FOREBAY 5
FOREBAY 6
FOREBAY 8
POND 2
POND 3
POND 3
POND 4
POND 5
FOREBAY 7
UNDETAINED 101
PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT11/18/201810:31:05 PMJ:\20180935\Dgn\04Sheets\Exhibits\Stormwater\CS-001.dgnTransportation.with the CSX in agreementsprovided for any purpose not shall not be used for con-fidential; and and shall be held Transportationof the CSX remain the property here with shall information furnished specifications, and/or all plans, drawings, confidentialInformation DESIGNED BYAPPROVED BYDRAWN BYCHECKED BYDATESUBBYAPPDATEREVDESCRIPTIONDRAWING NO. REVISIONSHEET NO. SCALECONTRACT NO.1" = 100'----EXHIBITVAL. SEC.CD-001-0NOT FOR CONSTRUCTIONDRAFT CONFIDENTIAL1 OF 10 100'200'100'
GRAPHIC SCALE: 1" = 100'CAROLINA CONNECTORINTERMODAL RAIL TERMINALSITE PLANROCKY MOUNT, NORTH CAROLINANOVEMBER 16, 2018IF THIS DRAWING IS LESS THAN 22" X 162" IT IS A REDUCED SIZE DRAWING
0 100'200'100'
GRAPHIC SCALE: 1" = 100'
+
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115A
VAL 6060+13

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113
EMT1 5954+92EMT1 6008+14114
STA. 6060+44.83
(MAI
NLI
NE 1)STA. 6060+41.97
(MAI
NLI
NE 2)STA. 6008+14.00 (MAINLINE 1)STA. 6008+14.00 (MAINLINE 2)STA. 5954+91.56 (MAINLINE 1)STA. 5954+91.56 (MAINLINE 2)7'-0"x6'-10"RES TROOMDRIV ERS7'-0"x7'-0"VESTIBULE
DRI VERS12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE12'-0"x16'-0"OFFICE
25'-0"x16'-0"CONF ERENCE ROOM
10'-0"x16'-0"ROOM
STORAGE /FILE 24'-6"x16'-0"ROOM
BREAK/TRAINING 16'-0"x16'-0"MECHANIC AL ROOM
LOCKERS38 HALF -HEIGHT MEN'S RESTROOM LOCKERS26 HALF-HEIG HT WOMEN'S RES TROOM
8'-0"x6'-8"CLOSETJANITOR 8'-6"x7'-0"STORAGE23'-0"x18'-5"SERVER ROOM 26'-0"x18'-5"ROS ROO M14'-5"x11'-0"CLERK
PLANNER/EXCE PTION STATIONS TO SERVER ROOMRACEWAYS IN FLOOR FROM ROS INSULATE THIS INTE RIOR WALL
22'-0"x50'-0"HOSTLER REPAIR
8'-0"x12'-0"MECHANICAL 10'-0"x12'-0"
OFFICE
25'-0"x20'-0"CRANE PARTS
16'-0"x20'-0"PARTS
10'-0"x6'-0"TELECOMMUNICATIONS
10'-0"x11'-0"BREAKROOM
RESTROOMWOMEN'S
RESTROOMMEN'S INSULATE THIS INTERIOR WALL22'-0"x50'-0"HOSTLER/GRUNT REPAIR
70'-0"x24'-0"REPAIR BAY
10'-0"x12'-0"OFFICE 7'-0"x12'-0"
TELECOM 9'-0"x12'-0"MECHANICALRESTROOMMEN'S
RESTROOMWOMEN'S
25'-0"x12'-0"PARTS
70'-0"x24'-0"FUTURE REPAIR BAY SPANDRE L GLASS
SPAND REL GLASS
SPANDREL GLA SS12'Wx14'H OVERHEAD DOOR 12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
12'Wx14'H OVERHEAD DOOR
8'Wx10'H OVERHEAD DOOR 10'Wx12'H OVERHEAD DOOR 14'Wx16'H OVERHEAD DOOR14'Wx16'H OVERHEAD DOOR8'Wx10'H OVERHEAD DOOR5'-1"x7'-0"ROOMTECHNOLOGYMONITORMONITOR6'-0" PICTURE WINDOW
WITH AWNINGCOMPRESSOR PAD
WITH AWNINGCOMPRESSOR PAD
JACKSONVILLE, FLORIDADESIGN & CONSTRUCTIONENGINEERING DEPARTMENT CSX TRANSPORTATION, INC.Evans, Mechwart, Hambleton & Tilton, Inc.Engineers • Surveyors • Planners • Scientists5500 New Albany Road, Columbus, OH 43054emht.comPhone: 614.775.4500Toll Free: 888.775.3648100
105
95 95
10
0
100
1
0
5
1
0
5 110115115
110105100
115120120 1251
2
5 130130130125125125
120
125
12
0 1251251
2
0
120
120
125
12
0
125
125
12
5
1
2
5
12
5
12
5
13
0
130
130130
13
0
130
125
12
5
125 125125 1251251201
2
5
1
2
0120125
1
20
115
1
2
0
1201 25
1 2 5125125120125125 120120120
115
115115110
110110105105
100
100
100105
100
95
95
95
9
0
9
0
90
90
100
100
1
0
0
105
105
110
115
120125115
110
110
10
5 90
90
90
95100 1051101009
5 105115
115
100
100
90
90
95130130
130
130
130125
125
120
120
125
115
120
105100
10
0
105
1
0
5
10
5
100
95
100
10095
105
105
110
110
110
115
105
100
115
8
5
95
95
90
100
100
105110
115
95
1151
0
0
1
0
5
110105
90
9590
110
115
115
120 125 UNDETAINED 101
UNDETAINED 101
DETAINED SUBAREA 101
DETAINED SUBAREA 102
POND 2DETAINED SUBAREA 102
POND 3
UNDETAINED 102
UNDETAINED 102UNDETAINED 103UNDETAINED 103
UNDETAINED 103
DETAINED SUBAREA 103
DETAINED SUBAREA 104
UNDETAINED 104
UNDETAINED 104
POND 1FOREBAY 1
FOREBAY 2
FOREBAY 3
FOREBAY 4FOREBAY 5
FOREBAY 6
FOREBAY 8
POND 2
POND 3
POND 3
POND 4
POND 5
FOREBAY 7
UNDETAINED 101
PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT11/18/201810:31:05 PMJ:\20180935\Dgn\04Sheets\Exhibits\Stormwater\CS-001.dgnTransportation.with the CSX in agreementsprovided for any purpose not shall not be used for con-fidential; and and shall be held Transportationof the CSX remain the property here with shall information furnished specifications, and/or all plans, drawings, confidentialInformation DESIGNED BYAPPROVED BYDRAWN BYCHECKED BYDATESUBBYAPPDATEREVDESCRIPTIONDRAWING NO. REVISIONSHEET NO. SCALECONTRACT NO.1" = 100'----EXHIBITVAL. SEC.CD-001-0NOT FOR CONSTRUCTIONDRAFT CONFIDENTIAL1 OF 10 100'200'100'
GRAPHIC SCALE: 1" = 100'CAROLINA CONNECTORINTERMODAL RAIL TERMINALSITE PLANROCKY MOUNT, NORTH CAROLINANOVEMBER 16, 2018IF THIS DRAWING IS LESS THAN 22" X 162" IT IS A REDUCED SIZE DRAWING
0 100'200'100'
GRAPHIC SCALE: 1" = 100'
Tributary A-1
Wetland 10
Tributary I-2
TributaryB-1
Tributary K
TributaryI-1
Tributary A-1
TributaryB-2
Tributary A-1
Wetland 4
Wetland 12
Wetland 11
Wetland 7
Wetland 6
Wetland 13
Wetland 10
I 0 0.50.25 Miles
Legend
Swi ft C ree k P rop ert y(~593 Ac res )
Swi ft C ree k M itig ati on Site(~196.5 Acr es)
Pro po sed St rea m M itig at io n
Headwater S tre am R es tor ati on(~1,589 L F)
Pri ori ty 1 S tr ea m R e sto ra tio n(~6,604 L F)
Str eam Pre se rv ati on(~383 LF )
Ephemeral D itc h(~749)
Pro po sed We tla nd M itig at io n
Wet land En ha nc em en t(~17.0 Ac re s)
Wet land Pr ese rv ati on(~34.9 Ac re s)
Wetl and Pr ese rva tio n C onv ert ed toRiparian B uffe r P res erv atio n(~11.0 Ac res )
Image ry So urc e: NC OneMap
\\CBA-FS1\projects\Environmental\2012 + Projects\0180 - Palustrine - REV. Swift Creek\GIS\Report Figures\Figure 14a. Mitigation Work Plan.mxdFigure 14a. Mitigation WorkPlan Map
Swift Creek - PermitteeResponsible Mitigation Plan
Edgec om be Cou nty, No rth Ca roli na
FEATURE NAME PROPOSED LENGTH (LF)PROPOSED SINUOSITY MITIGATION CREDIT GENERATION RATIO PROPOSED MITIGATION CREDIT GENERATIONTRIBUTARY A-1 (Headwater)533 1.00 1:1 533.0TRIBUTARY A-1 5,925 1.20 1:1 5,925.0TRIBUTARY B-2 (Headwater)1,056 1.00 1:1 1,056.0TRIBUTARY K 679 1.20 1:1 679.07,514.0
FEATURE NAME PROPOSED LENGTH (LF)MITIGATION CREDIT GENERATION RATIOTRIBUTARY B-1 383 5:1
FEATURE NAME ACREAGE (Acres)MITIGATION CREDIT GENERATION RATIOWETLAND NO. 7 0.3 2.5:1WETLAND NO. 11 5.6 2.5:1WETLAND NO. 12 11.1 2.5:1
FEATURE NAME ACREAGE (Acres)MITIGATION CREDIT GENERATION RATIOWETLAND NO. 4 2.1 5:1WETLAND NO. 5 0.01 5:1WETLAND NO. 6 0.06 5:1WETLAND NO. 10 29.5 5:1WETLAND NO. 13 3.2 5:1
TOTAL WETLAND MITIGATION CREDIT GENERATION 13.78
0.000.015.910.63WETLAND PRESERVATION CREDIT SUBTOTAL 6.98
0.42
ENHANCEMENT
PROPOSED MITIGATION CREDIT GENERATION
0.142.224.44WETLAND ENHANCEMENT CREDIT SUBTOTAL 6.80PRESERVATION
PROPOSED MITIGATION CREDIT GENERATION
PROPOSED MITIGATION CREDIT GENERATION
76.6
SWIFT CREEK - PERMITTEE RESPONSIBLE MITIGATION WORK PLANSTREAM MITIGATIONRESTORATION
STREAM RESTORATION CREDIT SUBTOTALPRESERVATION
WETLAND MITIGATION
STREAM PRESERVATION CREDIT SUBTOTAL 76.6TOTAL STREAM MITIGATION CREDIT GENERATION 7,590.6
Date: 4/12/2019
Job No. 6250-18-0180
Drawn By: B WS
Rev iewed By: WA R
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood, project number6250180180, and PalustrineGroup. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
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UV33
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Image ry So urc e: USGS Earth Explorer
I 0 73.5 Miles
\\CBA-FS1\projects\Environmental\2012 + Projects\0180 - Palustrine - REV. Swift Creek\GIS\Report Figures\Figure 17. Proposed Monitoring Plan Map.mxd0 0.50.25 Miles
Figure 17. ProposedMonitoring Plan Map
Legend
Swift C reek Property(~593 Acres)
Swift C reek Mitigation Site(~196.5 Acres)
")
Propos ed Perm anentVegetation Monitoring P lots(13 P lots )
!(
Propos ed ShallowGroundwater Monitoring W el ls(7 W ells)
!(Propos ed Stream Gauge(5 Gauges)
Swift Creek - PermitteeResponsible Mitigation PlanEdgecombe Cou nty, No rth Ca roli na
Date: 4/12/2019
Job No. 6250-18-0180
Drawn By: B WS
Rev iewed By: WA R
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood, project number6250180180, and PalustrineGroup. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
Mitigation Work Plan
Riparian Buffer Restoration(TOB-100')(~13.95 Acres)
Riparian Buffer Restoration(100' - 200')(~11.69 Acres )
Riparian Buffer Preservation(TOB-100')(~15.2 Ac res / 8.70 Acres is 25%CAP)
Wetland Enhanc ement(~17.0 Ac res )
Wetland Pres erv ation(~34.9 Ac res )
Headwater Stream Res toration(~1,589 LF)
Priority 1 Stream Restoration(~6,604 LF)
Stream Preserv ation(~383 LF)
Tributary A-1
Wetland 10
Tributary I-2
TributaryB-1
Tributary K
TributaryI-1
Tributary A-1
TributaryB-2
Tributary A-1
Wetland 4
Wetland 12
Wetland 11
Wetland 7
Wetland 6
Wetland 13
Wetland 10
I0 1,400700Feet
Legend
PlantiingPlanZone3
PlantingPlanZone2
PlantingPlanZone1
Swift C reek P roperty(~593 Acres)
Swift C reek Mitigation Site(~196.5 Acres)
Mitigation Workplan
Proposed S tream Mitigation
Headwater Stream R estoration(~1,589 LF)
Priority 1 Stream R estoration(~6,604 LF)
Stream Preser vation(~383 LF)
Ephemer al Ditch(~749 LF)
Tar-Pamilico Riparian Buffer Mitigation
Riparian B uffer R estoration(TOB -100')(~13.95 Acres)
Riparian B uffer R estoration(100' - 200')(~11.69 A cres)
Riparian B uffer P reservation(TOB -100')(~15.2 Acres / 8.70 A cr es is 25% CA P)
Wetland Enhancement(~17.0 Acres)
Wetland Pr eservation(~34.9 Acres)
Wetland Preservation Converted toRiparian Buffer Pr eservation(~11.0 A cr es)
Image ry So urc e: NC OneMap
\\CBA-FS1\projects\Environmental\2012 + Projects\0180 - Palustrine - REV. Swift Creek\GIS\Report Figures\Figure 18. Proposed Planting Plan Map.mxdFigure 18. Proposed PlantingPlan
Swift Creek - PermitteeResponsible Mitigation Plan
Edgec om be Cou nty, No rth Ca roli na
Date: 4/16/2019
Job No. 6250-18-0180
Drawn By : JK L
Rev iewed By : BWS
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood, project number6250180180, and PalustrineGroup. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
LOCATION VEGETATION ACRES SQUARE FEET
ZONE 1 MIXED HARDWOOD 35.5 1,548,531
ZONE 2 BOTTOMLA ND HARDWOOD 25.7 1,117,649
ZONE 3 CYPRESS / GUM SWAMP 16.6 721,401
77.8 2,815,663
SW IFT CREEK - PERMITEE RESOPONSIBLE MITIGATION PLANTING PLAN
TOTAL PLANTING AREA
Tributary A-1
Wetland 10
Tributary I-2
TributaryB-1
Tributary K
TributaryI-1
Tributary A-1
TributaryB-2
Tributary A-1
Wetland 4
Wetland 12
Wetland 11
Wetland 7
Wetland 6
Wetland 13
Wetland 10
I0 1,400700Feet
Legend
Swift C reek P roperty(~593 Acres)
Swift C reek Mitigation Site(~196.5 Acres)
Mitigation Workplan
Proposed S tream Mitigation
Headwater Stream R estoration(~1,589 LF)
Priority 1 Stream R estoration(~6,604 LF)
Stream Preser vation(~383 LF)
Ephemer al Ditch(~740 LF)
Tar-Pamilico Riparian Buffer Mitigation
Riparian B uffer R estoration(TOB -100')(~13.95 Acres)
Riparian B uffer R estoration(100' - 200')(~11.69 A cres)
Riparian B uffer P reservation(TOB -100')(~15.2 Acres / 8.70 A cr es is 25% CA P)
Wetland Enhancement(~17.0 Acres)
Wetland Pr eservation(~34.9 Acres)
Wetland Preservation Converted toRiparian Buffer Pr eservation(~11.0 A cr es)
Image ry So urc e: NC OneMap
\\CBA-FS1\projects\Environmental\2012 + Projects\0180 - Palustrine - REV. Swift Creek\GIS\Report Figures\Figure 14b. Mitigation Work Plan.mxdFigure 14b. Tar-PamlicoRiparian Buffer Plan
Swift Creek - PermitteeResponsible Mitigation Plan
Edgec om be Cou nty, No rth Ca roli na
Date: 4/12/2019
Job No. 6250-18-0180
Drawn By: B WS
Rev iewed By: WA R
The map shown here has beencreated with all due andreasonable care and is strictly foruse with Wood, project number6250180180, and PalustrineGroup. Wood assumes noliability, direct or indirect,whatsoever for any such thirdparty or unintended use.
FEATURE NAME RIPARIAN WIDTH MITIGATION TYPE ACRES SQUARE FEET CREDIT RATIO % FULL CREDIT
TRIBUTARY A-1 TOB - 100'RESTORATION 12.72 554,083 1:1 100%12.72 554,083TRIBUTARY K TOB - 100'RESTORATION 1.23 53,579 1:1 100%1.23 53,57913.95 607,662 13.95 607,662.00TRIBUTARY A-1 100'-200'RESTORATION 10.98 478,289 1:3 100%3.66 159,430TRIBUTARY K 100'-200'RESTORATION 0.71 30,928 1:3 100%0.24 10,30911.69 509,216 3.90 169,7398.55 372,293
TRIBUTARY A-1 TOB - 100'PRESERV ATION 8.12 353,707 1:10 100%0.81 35,371
TRIBUTARY B-1 TOB - 100'PRESERV ATION 1.09 47,480 1:10 53%0.06 2,516TRIBUTARY B-2 TOB - 100'PRESERV ATION 2.13 92,783 1:10 0%0.00 0TRIBUTARY K TOB - 100'PRESERV ATION 0.88 38,333 1:5 0%0.00 0
TRIBUTARY I-1 TOB - 100'PRESERV ATION 2.98 129,809 1:5 0%0.00 0
8.70 378,872 0.87 37,88718.72 815,288
SWIFT CREEK - PERMITTEE RESPONSIBLE MITIGATION WORK PLANTAR-PAMLI CO RIPARIAN BUFFER MITIGATION
PROPOSED MITIGATION CREDIT GENERATION (Acres / Sq. Ft.)
MAXIMUM ALLOWABLE PRESERVATION/EPHEMERAL CREDIT GEN ERATION (25% CAP) ACRES/SQ. FEET
TOTAL BUFFER PRESERVATION (TOB - 100')TOTAL RIPARIAN BUFFER MITIGATION CREDIT GENERATION
TOTAL BUFFER RESROATION (TOB - 100')
TOTAL BUFFER RESROATION (100' - 200')