20150955 Ver 2_Application_20160204

Trcrnsportczti[�n
February 4, 2016
Wilmington Regulatory Field Office
US Ariny Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
ATTN: Mr. Brad Shaver
NCDOT Coordinator
PAT McGR�RY
Gavernar
NICHOLAS J. TENNYSQN
SecreFary
N.C. Dept. of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
ATTN: Mr. Stephen Lane
NCDOT Coordinator
Subject: Application for Section 10 Permit, Section 404 Regional General Permit
198200031, Nationwide Permit 12, Section 401 Water Quality Certification,
and CAMA Major Development Permit for the Proposed Replacement of
Bridge No. 16 over the Intracoastal Waterway on NC 210/50 in Pender County,
North Carolina; TIP No. B-4929; Federal Aid Project No. BRSTP-50(10); Debit
$475 from WBS No. 40233.1.1
Dear Sirs,
The North Carolina Department of Transportation (NCDOT) proposes to replace the existing
463-foot, swing-span bridge na 16 with a fixed 3,773-foot, multi-span high-rise bridge on a new
alignment. Traffic will be maintained on the existing bridge and causeway during construction.
Permanent impacts to riparian and coastal wetlands total 0.72 acre and 0.05 acre respectively.
Please see enclosed copies of the Pre-Construction Notification (PCN), Jurisdictional
Determination Form, Division of Coastal Management Major Permit Forms 1 and 5, permit
drawings, stormwater management plan, utility drawings, and design plans for the above
referenced project. The Division of Mitigation Services Acceptance Letter will be forwarded
upon receipt. The Environmental Assessment (EA) was completed in October 2011, and the
Finding of No Significant Impact Statement (FONSI) was completed in January 2015; both
documents were distributed shortly after their respective completion dates. Additional copies are
available at the NCDOT website: http://207.4.62.65/PDEA/EnvironmentalDocs/.
This project calls for a letting date of August 16, 2016 and a review date of May 31, 2016. The
project schedule may be advanced if funding becomes available.
Regulatory Approvals
Section 10 Permit: Application is hereby made for a Seciion 10 Permit as required for the above-
described activities in accordance with Section 10 of the Rivers and Harbors Act of March 3,
1899(33 U.S.C.403)
Section 404 Permit: We anticipate that the bridge replacement, including all approach work will
�N�athimg Compares�_.
State of North Carolina I Depanment of Transportation � PDEA-Natural Environment Section
] 020 Birch Ridge Drive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F

be authorized under Section 404 Regional General Pennit (RGP) No. 198200031 (NCDOT
Bridges) and the utility relocations under a Section 404 Nationwide Peimit (NWP) 12 in
accordance with Section 404 of the Clean Water Act (33 U.S.C. 1344).
Section 401 Permit: We anticipate 401 General Certification mimbers 3884 and 3886 will apply
to this p�•oject. NCDOT is requesting written concurrence from the North Carolina Department of
Environmental Quality, Division of Water Resources.
CAMA Major Development Permit: NCDOT requests that the proposed work be authorized
under a Coastal Area Management Act Major Permit. Adjacent riparian landowner certified mail
j•eceipts have been provided. Authorization to debit the $475 Permit Application Fee from WBS
Element 40233.1.1 is hereby given.
A copy of this permit application and its distribution list will be posted at the NCDOT Website at
https://connect.ncdot.gov/resources/Environmental. Should you have any questions regarding this
information, please contact Tyler Stanton at [phone] or [e-mail].
Sincerely,
l� ��
W" Richard . Hancock, P.E., Manager
Project Development and Enviromnental Analysis Unit
Enclosures (9)

DCM MP-1
APPLICATION for
�
Ma�or Deuelopment Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicanb Landowner Information
Business Name Project Name (if applicable)
North Carolina Department Of Transportation B-4929 (40233.1.1)
Applicant 1: First Name MI Last Name
Richard W. Hancock, P.E.
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1598 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
27699 1598 USA 919 - 707 - 6156 ext. - -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contracfor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
- - ext. - - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Pender NC-50/NC-210
Subdivision Name City State Zip
Surf City NC 28445 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. , , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak River Topsail Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
�Natural ❑Manmade ❑Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
�Yes ❑No work falls within.
Surf City, NC
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
6400 574,800
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, , NWL (normal waterlevel)
(If many lot sizes, please attach additional page with a list) 5 ft. - 30 ft. �NHW or �NWL
e. Vegetation on tract
Low-growing grasses and herbs; maritime evergreen forest (loblolly pine, live oak); coastal plain mesic mixed hardwood
forest (sweetgum, tulip poplar, red maple, wax myrtle); salt marsh saltgrass, shrubs, and cord grasses; and wet pine
flatwoods (red maple, redbay, loblolly bay, sweetbay and horse sugar)
f. Man-made features and uses now on tract
Features involve single-family residential and medium-sized commercial structures, existing roadways, sidewalks, parking
lots and driveways. The land in the project area is currently used for residential, commercial, agricultural and recreational
uses.
g. Identify and describe the existing land uses adlacent to the proposed project site.
Residential, commercial, agricultural, recreational
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential, Commercial, Unzoned (Attach zoning compliance certificate, if applicable)
❑Yes ❑No �NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. �Yes ❑No ❑NA
If yes, by whom? North Carolina Department of
Cultural Resources
I. Is the proposed project located in a National Registered Historic District or does it involve a �Yes ❑No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? �Yes ❑No
(ii) Are there coastal wetlands on the site? �Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? �Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Private - several septic systems in use within the Town of Surf City and within the immediate area
Public - required for all new residents and businesses in the Town. Wastewater is pumped to a 0.6 MGD treatment facility
located off of NC Highway 50 between the towns of Surf City and Holly Ridge.
o. Describe existing drinking water supply source.
Public water system provided through 2 wells (at depths of 164ft and 166ft). Water treatment is performed at 1.26 MGD
public plant in Surf City.
p. Describe existing storm water management or treatment systems.
NCDOT-maintained roadway stormwater pipes, structures, ditches and outfalls are the only public stormwater mangement
systems. Several private businesses have on-site underground stormwater detention systems.
5. Activities and Impacfs
a. Will the project be for commercial, public, or private use? ❑Commercial �Public/Government
❑ Private/Commu nity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to replace the existing moveable swing-type bridge that has been identified as functionally
obsolete and structurally deficient with a new high-level fixed bridge. Both the existing bridge and its proposed replacement
serve as one of only two points of vehicular access to Topsail Island. The existing annual average daily traffic (AADT) is
17,200 vehicles per day (VPD) and 30,000 VPD for the design year of 2035. In addition, the bridge will serve as one of two
available evacuation routes for Topsail Island, allowing temporary configuration for three 11-foot lanes of vehicular egress.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The proposed bridge will be constructed from barges and temporary work bridges on the south side of the proposed bridge.
The equipment to be utilized during construction will consist primarily of large cranes, pile driving equipment, barges,
excavators and large trucks.
d. List all development activities you propose.
The activities involved in this project will be removal of the existing swing bridge, installation of the new fixed bridge,
conversion of two existing intersections to roundabouts, pavement removal, construction of three permanent infiltration
basins intended to capture and treat bridge stormwater runoff, improvements to multi-use paths in the immediate area of the
bridge, and grading, paving, clearing, excavation and fill associated with the roadway and bridge work.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 7.g ❑Sq.Ft or �Acres
g. Will the proposed project encroach on any public easement, public accessway or other area �Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing - current discharges are primarily stormwater runoff from the existing transportation facilities and private property.
Proposed - proposed discharges include treated bridge runoff overflow from infiltration basins, bridge runoff from bridge deck
drains located a minimum of 12 ft of above the MHW elevation and runoff from transportation stormwater management
systems.
i. Will wastewater or stormwater be discharged into a wetland? �Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes �No ❑NA
j. Is there any mitigation proposed? �Yes ❑No ❑NA
If yes, attach a mitigation proposal.

Form DCM MP-1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional lnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) —(fl are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, cleariy indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name see attached Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
USACE NW 6 SAW-2007-03646-071 issued 9/17/15
h.- Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this applic tion is truthful to the best of my knowledge.
Date D 2I�� I�lb Print Nam ��� ��� �hL��
Signature � �"' �
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information �DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
_. �����. � _>�; .�, . �. . < ._ . , �g�. �3� ,, ,E�� �; _ _ , _

Form DCM MP-5
BRIDGESand CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BR/DGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial �Public/Government ❑Private/Community
c. Type of bridge (construction material):
The proposed bridge is a high-level fixed precast concrete
bridge.
e. (i) Will proposed bridge replace an existing bridge? �Yes ❑No
If yes,
(ii) Length of existing bridge: 463 ft.
(iii) Width of existing bridge: 32.3 ft.
(iv) Navigation clearance underneath existing bridge: 15 ft.
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge will be removed, to
include the fender system.
g. Length of proposed bridge: 3773 ft.
b. Water body to be crossed by bridge:
Topsail Sound
d. Water depth at the proposed crossing at NLW or NWL:
2 ft. - 17 ft.
f. (i) Will proposed bridge replace an existing culvert? ❑Yes �No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h• Width of proposed bridge: 50 ft.
i. Will the proposed bridge affect existing water flow? ❑Yes �No j
If yes, explain:
k� Navigation clearance underneath proposed bridge: 65 ft.
m. Will the proposed bridge cross wetlands containing no navigable
waters? �Yes ❑No
If yes, explain: The proposed bridge crosses approximately
five separate wetlands containing no navigable waters.
Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? �Yes ❑No
If yes, explain: The existing bridge has a navigable
horizontal opening of approximately 94.5 ft. with a vertical
clearance of 13 ft above mean high water (MHW) when
closed and unlimited vertical clearance in the full open
position. The proposed bridge will feature a minimum 141.5
ft. horizontal and 65 ft vertical opening.
I. Have you contacted the U.S. Coast Guard concerning their
approval? �Yes ❑No
If yes, explain: A USCG permit application was submitted
12 December 2015
n� Height of proposed bridge above wetlands: 6 ft. - 65 ft.

2. CULVERTS �This section not applicable
a• Number of culverts proposed:
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
b. Water body in which the culvert is to be placed:
< Form continues on back>
❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
3. EXCAVATION and F/LL ❑This section not applicable
a
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes �No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b
(i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
�CW 216 ❑SAV ❑SB
❑WL �None
(ii) Describe the purpose of the excavation in these areas:
The purpose of this excavation is to install a grassed
swale at a pipe outlet. This swale will be used to slow
and treat stormwater discharge from this pipe before it
enters coastal wetlands.

c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? �Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 12 ft.
(iii) Avg. width of area to be excavated: 50 ft.
(iv) Avg. depth of area to be excavated: 12 ft.
(v) Amount of material to be excavated in cubic yards: 280
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Excavated soil will be stored under proposed roadbed, compacted and used for roadbed fill
on both approach slabs.
e
9
(ii) Dimensions of the spoil disposal area: N/A
(iii) Do you claim title to the disposal area? �Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes �No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB �None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ?❑Yes �No
If yes, give dimensions if different from (ii) above.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? �Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 300
(iii) Avg. width of area to be filled: 75
(iv) Purpose of fill: ApproaCh work
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ❑Yes �No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
�WL 3000 ❑None
(ii) Describe the purpose of the excavation in these areas:
Approach work
a. Will the proposed project require the relocation of any existing b
utility lines? �Yes ❑No
If yes, explain: See attached Utility Plans
Will the proposed project require the construction of any temporary
detour structures? ❑Yes �No
If yes, explain:

�'�a•,`gi;� n�x_�`tt� �."��'' ,i��'�g.•t�� . ;�2'��. � r.3il°.s%�S�'a€, d>j4, �= kK'� �'i
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes �No controlled?
If yes, complete Form DCM-MP-2. Storage and treatement in proposed roadbed area during
end bent construction. Standard BMPs will be utilized.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? �Yes ❑No
Pile driver, work barge, temporary work bridge, crane, high- If yes, explain steps that wiil be taken to avoid or minimize
reach bucket truck. environmental impacts.
Temporary work bridges and barges.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes �No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
2�� ( Zo�c.
Date
Project Name
,,.r.. �i C.�"�'r(� �Q �'l C,o G NC
Appl' t N e
\�-� J�
Applicant Sign re
, . _ � �., , ��� , �_ : ��_ ,

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit � Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 198200031
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes ❑ No
2. Project Information
2a. Name of project: B-4929 - PROPOSED REPLACMENT OF BRIDGE NO. 16 ON NC 50-210 OVER THE
INTRACOASTAL WATERWAY
2b. County: Pender
2c. Nearest municipality / town: Surf City
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state B 4929
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: 919-707-6156
3g. Fax no.: 919-212-5785
3h. Email address: [e-mail]
Page 1 ofi 11

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Latitude: 34.4298 Longitude: - 77.5510
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: Approximately 30 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Intracoastal Waterway
proposed project:
2b. Water Quality Classification of nearest receiving water: SA HQW
2c. River basin: Cape Fear
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:
Land use is generally retail/commercial development near Bridge No. 16 and mostly residential development in the
vicinity.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 101 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1500'
3d. Explain the purpose of the proposed project:
Replace a structurally deficient bridge that is approaching the end of its useful life. Replacement of the bridge will result
in safer traffic operations.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed replacement of Bridge No. 16 over the Intracoastal Waterway in Pender County involves replacement of
the existing 463-foot, swing-span bridge with a fixed 3,773-foot, multi-span high-rise bridge on a new alignment. Traffic
will be maintained on the existing bridge and causeway during construction. Standard road and bridge building
equipment, such as trucks, dozers, and cranes will be used. A temporay work bridge or barges may be used during
construction of the bridge.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? � Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): NCDOT Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
June 20, 2011, Action ID SAW-2007-3646
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Please see attached cover letter. NWP 6 SAW-2007-03646-071 for eotechnical investi ations
Page 3 of 11

6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
� Wetlands ❑ Streams - tributaries ❑ Buffers
� Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Temporar T
W1 � P❑ T roadway non-riparian � Yes � Corps 0.01
❑ No ❑ DWQ
roadway, non-riparian & � Yes � Corps
W2 � P❑ T infiltration basin, 0.16
bridge approach coastal marsh ❑ No ❑ DWQ
W3 � P❑ T roadway non-riparian � Yes � Corps 0.55
❑ No ❑ DWQ
W4 � P❑ T bridge coastal marsh � Yes � Corps 0.04
� No ❑ DWQ
W4 ❑ P� T bridge coastal marsh � Yes � Corps 0.03
� No ❑ DWQ
W5 � P❑ T pipe outlet coastal marsh � Yes � Corps 0.01
� No ❑ DWQ
pipe outlet ❑ Yes � Corps
W6 � P❑ T coastal marsh <0.01*
cleanout � No ❑ DWQ
pipe outlet ❑ Yes � Corps
W7 � P❑ T coastal marsh <0.01"
cleanout � No ❑ DWQ
0.77 permanent
2g. Total wetland impacts 0.03 temporary
2h. Comments: See attached Permit Drawings and Wetland Permit Impact Summary for additional detail. Overhead power
line relocations will result in <0.01 acre of impacts and 0.41 acre of hand cleaing in riparian and coastal wetlands.
* Sites 6& 7 only include Hand Clearing, totaling 0.01 acre for pipe outlet cleanouts
Page 5 of 11

3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S2 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem orar T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 � P❑ T Intracoastal Bridge Open Water 0.02
Waterway
4f. Total open water impacts 0.02
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surFace area (acres):
Page 6 of 11

5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem orar T im act re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
NCDOT committed to design the bridge so no more than 0.1 acre of coastal wetland would be impacted; in addition to
spanning a 120-foot wide area of subaquatic vegetation habitat, ensuring it is not impacted. .
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
An in-water work moratorium for the Primary Nursery Area between April 1 and September 30 will be strictly enforced during
construction. Three separate infiltration basins will capture, treat and control the release of a portion of the bridge stormwater
runoff. Bridge stormwater runoff will not be discharged from a 12 foot elevation difference in the low chord of the bridge to the
Mean High Water (MHW). A maximum of 3:1 fill slopes will be constructed in jurisdictional areas and an equalizer pipe will be
used to maintain hydraulic connectivity were necessary. NCDOT will implement "Guidelines for Avoiding Impacts to the West
Indian Manatee, Precautionary Measures for Construction Activities in North Carolina Waters," during work for this project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 11

3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: 0 linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 1.44 acres
4g. Coastal (tidal) wetland mitigation requested: 0.1 acres
4h. Comments: NCDMS Acceptence Letter will be forwarded upon receipt
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page8of11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings and stormwater management plan.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all that apply): ❑ Water Supply Watershed
❑ Other:
3c. Nas the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
� Coastal counties
� HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A
Page 9 of 11

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) � Yes ❑ No
Comments: NEPA EA/FONSI for TIP B-4929
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ SurFace Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
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):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Cumulative effects of the overall project (B-4929) were thoroughly addressed in the EA/FONSI
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Not applicable.
Page 10 of 11

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
� Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS & NOAA Fisheries websites and agency consultations; EA/FONSI
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? � Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS county index; EA/FONSI
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA documentation; EA/FONSI
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? approved NEPA documents
,,,,, Richard W. Hancock, P.E. ��-� pti Is�)yo��o
� �
Applicant/Agent's Printed Name A licant/AgenYs Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is rovided.)
Page 11 of 11

��, � North Carolina Department of Transportation +f� i
1 Ii�;t1�� t�_y
���� �����, `�#�� Highway Stormwater Program
k ��
STORMWATER MANAGEMENT PLAN �===:���'��
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 40233.1.1 TIP No.: B-4929 County(ies): Pender Pa e 1 of 3
General Project Information
WBS Element: 40233.1.1 TIP Number: B-4929 Pro'ect Type: Brid e Re lacement Date: 1/28/2016
NCDOT Contact: Paul Atkinson, PE Contractor / Desi ner: Will Weathersbee, PE
Address: 1020 Birch Ridge Drive Address: 1520 South Blvd.
Raleigh, NC 27610 Suite 200
Charlotte, NC 28203
Phone: [phone] Phone: [phone]
Email: atkinson ncdot. ov Email: will.weathersbee rsandh.com
City/Town: Surf Cit County(ies): Pender
River Basin(s): White Oak CAMA Count ? Yes
Wetlands within Project Limits? Yes
Pro'ect Description
Project Length (lin. miles or feet): 0.93 Surrounding Land Use: Agricultural, commercial, residential
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac.) 7.9 ac. 5.3 ac.
Typical Cross Section Description: A 50-foot wide typical section will be used, providing two 12-foot travel lanes, two 7.5-foot The existing 47-foot wide typical section features two 12-foot travel lanes, two 4-foot
shoulders and one 10-foot multi-use path separated by a 1-foot wide concrete barrier. bicycle lanes and two 5-foot sidewalks, separated by a 2.5-foot curb and gutter.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 30,000 Year: 2035 Existin : 17,200 Year: 2017
General Project Narrative: B-4929 involves the replacement of Bridge 16 in Pender County, an existing moveable swing bridge along NC 50 and NC 210 spanning the Intracoastal Waterway. Following its
(Description of Minimization of Water most recent inspection in 2012, Bridge 16 was found to be in fair condition and warranting classification as both functionally obsolete and structurally deficient (with load
Quality Impacts) restrictions). Bridge 16 is one of only two access points into Topsail Island and is located within the municipality limits of the Town of Surf City. After analysis and an extended
period of public comment, NCDOT selected Alternative 17 as the preferred design, which involved a high-level fixed bridge to be located south of Bridge 16. This design
involves efforts to reduce CAMA wetland total impacts to 0.1 acres during final design in addition to ensuring a minimum 120-foot wide area of subaquatic vegetation habitat is
not impacted. Three separate infiltration basins (one on the mainland side and the other two on the island side) will capture, treat and control the release of a portion of the
bridge stormwater runoff. Bridge stormwater runoff will not be discharged from a 12 foot elevation difference in the low chord of the bridge to the Mean High Water (MHW).
Geometric constraints imposed on the basins' design include limited right-of-way, existing businesses and Seasonal High Water Table (SHWT) elevations. Due to these
constraints the three basins will not be able to safely handle all of the design storm runoff from the bridge, thus necessitating the inclusion of some deck drains into the bridge
design. Furthermore, deck drains will be used to avoid otherwise excessive stormwater spread along the bridge curbs during the design storm event. No mechanical damage is
expected to occur to the marsh areas where deck drains are proposed. The environmentally conservative dilution analysis determined there is no toxic effect on the sound. Two
jurisdictional streams are located within the project vicinity: Topsail Sound and an unnamed tributary. The proposed structure will span Topsail Sound and the project area is
located well to the south of the unnamed tributary; thus, neither stream will be permanently impacted. Two existing ponds are also within the project vicinity, but Alternative 17
will impact neither. Specific natural environment avoidance and minimization measures feature the use of retaining walls to minimize fill in CAMA wetlands on the mainland side.
Additionally, the bridge was extended by 100 feet on the island side to avoid fill in CAMA wetlands utilizing shallow girders during this 100-foot extension to reduce structure
depth. CAMA wetland riparian buffer rules are in effect for the portion of the project that borders CAMA wetlands.
Waterbod Information
Surface Water Body (1): Topsail Sound NCDWR Stream Index No.: 18-87-10
NCDWR Surface Water Classification for Water Body Primary Classification: Class SA
Supplemental Classification: Hi h Qualit Waters HQW
Other Stream Classification: Primar Nurser Areas Areas
Impairments: fecal coliform mercu H
Aquatic T&E Species? Yes Comments: 9 A uatic T&E s ecies habitats are resent; er the ro'ect FONSI, all are classified as "no effecY' or "not likel to affecY'.
NRTR Stream ID: To sail Sound Buffer Rules in Effect: Other
Pro'ect Includes Brid e Spanning Water Bod ? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body? Yes (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

`
1 li�;t�4•V�'�' North Carolina Department of Transportation `
`.�l(��"lllZ4�v'�t�Y -�
,.. .., ..� Highway Stormwater Program °;�'�
STORMWATER MANAGEMENT PLAN ���'`' �"�~'�
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 40233.1.1 TIP No.: B-4929 County ies): Pender Page 2 of 3
Swales
Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Pro'ects Water Bod it H:1 H:1 ac ft ft % cfs f s (cfs f s Used Buffer Rules?
4 -Y1- 11+22 - 11+26 RT (1)Topsail 0.0 3.0 3.0 0.4 40 43 0.30%
-77°33'9", 34°26'6" Sound 1.0 1.2 1.3 1.3 No No
4 -L1- 13+00 - 13+75 RT (1)Topsail 0.0 3.0 3.0 0.5 50 51 0.30%
-77°33'13", 34°26'8" Sound 2.6 1.5 3.4 1.6 No No
� -L2- 55+92 - 56+05 RT (1)Topsail 0.0 3.0 3.0 0.1 10 20 0.30%
-77°32'51", 34°25'34" Sound 2.3 0.7 3.1 0.1 No No
Additional Comments

North Carolina Department of Transportation ���
l ii�;tlti�r�y� ,
:�i i09"i 114"v`clYf'Y '` �;€�
,,, ..,:,., Highway Stormwater Program , *
STORMWATER MANAGEMENT PLAN �`°-�'"-="''�
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 40233.1.1 TIP No.: B-4929 Count (ies : Pender Page 3 of 3
Other Best Management Practices
New Built-Upon Precipitation Depth
Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated
Sheet No. (Road and Non Road Projects Water Body BMP T pe ac ac ac-ft (in) w/ Buffer Rules?
4 -L2- 17+62 RT (1)Topsail Infiltration Basin 1.0 0.27 0.165 7.83 No
-77°33'11", 34°26'3" Sound
� -Y3- 14+09 RT (1)Topsail Infiltration Basin 0.7 0.02 0.112 57.72 No
-77°32'48", 34°25'35" Sound
� -L2- 57+40 RT (1)Topsail Infiltration Basin 0.4 0.02 0.052 30.43 No
-77°32'49", 34°25'33" Sound
Additional Comments

♦ �
—Ll— STA. IO + 00.00
BEGIN BRIDGE
—L2— STA.19+27.06
� " I' . �� " I' I ��: (�) I �� \ (�) I'� " I' I-I � � . �� I'� (�> I . I \ . -�
II)I �'I�I(�>\ C�)I�� I-I I� II-I �'�'".�� �"�
LOCATI011t: BRIDGE 1��.16 OT�ER THE I11tTRAC�ASTAL
TYPE
WATER WA Y
50-210
WORI�: GRADI11lG, PA VI1�G, RES URFA CI1�G,
DRAII�A GE, STR UCT URE, A1�D WALLS
WETLAN D AN D S U RFAC E WATE R IMPACTS PE RMIT
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS WITHIN THE MUNICIPAL ETJ BOUNDARIES OF SURF CITY.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
TO NORTH
TOPSAIL BEACH
TOPSAIL BEACH
FND BR/DGE
—L2— STA. 57+00.06
P E RM IT D RAW I N G
SH EET 1 OF 21
E1�D TIP PROJECT B-4929
RA2— CEI�TER OF CIRCLE
—LZ— POT STA. 59 + 06.37 (O/S
—Y3— POT STA. l5 + 86.17 (O/S
�Y4— POT STA. IO + 00.00 (O/S
ATLANTIC
OCEAN
20')
20')
20')
�R,�LI�VII�TAI�Y �LA�T�
�O �10T LI�E FOI� �ON�T�IZ�1'IO�N
PL 5 PREP ED BY:
GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH Iszo sovTH BOULEVARD HYDRAULICS
RSv1 ■ S UI TE 2 0 o E1VGIIVEER
ADT 2017 = 17 200 CHARLOTTE, NC 28203
50 25 0 50 l00 ADT 2035 = 30 000 ��04� 940-4780 ��� ��� ��
� FOR THE ORTH CAROLI A DEPART�ENT OF TR SPORTATION � �f�
K = 9% 20I2 STANDARD SPECIFICATIONS �� ���
PLANS TIP B-4929 LENGTH ROADWAY = 0.215 MILES
D= 55 0% * JENNIFER FARINO, PE SIGNATURE: P.E. � �
50 25 0 50 100 T= 3/o TIP B-4929 LENGTH STRUCTURE = 0.715 MILES RIGHT OF WAY DATE: PROJECT ENGINEER � �
V= 40 MPH ROADWAY DESIG11t
* _ o _ o TIP B-4929 TOTAL LENGTH = 0.930 MILES AUGUST 31, 2015 SEAN KORTOVICH, EI E11tGI11tEER �� ��
PROFILE (HORIZONTAL) TTST —1 /o DUAL — 2/o PROJECT DESIGNER � o�'
�� � � ����
10 5 0 10 2p FUNC CLASS = LETTI11lG DATE: TONY HOUSER, PE
MAJOR COLLECTOR —Ll— AND —L2— USED TO CALCULATE PROJECT LENGTH FEBRUARY 21, 2017 NCDOT CONTACT
PROFILE (VERTICAL) STATEWIDE TIER P.E.
SIGNATURE:

E
PI e� �' �� � r�� nr�n -r�i
NOTES
1.
2.
3.
DO NOT
LIMIT
AVOID
OR DENSE VEGETATION
EXCAVATE BELOW SEASONAL HIGH
EARTH BERM HEIGHT TO 3 FT.
COMPACTING BOTTOM OF BASIN.
I►►�I_r��:��_1:���
2q" RCP— I V
TOP OF SPILL AY
ELEVo — 00
�IMARY SPILLV�AY
►F BERM
/o = 700'
�
—IV
STRo NOo 0q17
=LEVAT ION = 401'
OUTLET PROTECTION
(CLASS B RIPRAP9
- NCDOT STDo 876a02)
�
10� cMIN��
EXCAVATI O N
300
CY
EARTH BERM
CY
265
SAN D
50
CY
GEOTEXTI LE
50
SY
� 2' (MIN�)
30l0
���
�J
PERMIT DRAWI NG
SH EET 2 OF 21
P RI N�1ARY S P I LLWAY
S ECT A-A
BOTTOM OF
SPILLINAY
ELEV� = 600'
10� cMINa�
PROFILE VIEW
TYPICAL SECTION
LOW PERMEABI�ITY
GEOTEXTILE
_______50 YRo ATER _a
�L� �lAfi 0 f�l — _ � o �' _
BOTTOM OF BASIN
ELEV� = 400'
BASIN BOTTOM LINED
INITH q" MINa CLEAN SAND
OR DENSE VEGETATION
OUTLET PROTECTION
(CLASS B RIPRAP9
SEE NCDOT STDo 876a02)
1� cMINo�
2'
�
�i
--
LOW PERMEABILITY
GEOTEXTILE
�1
`�ti
�oti
0
TOP OF BERM
ELEV� = 700'
PRIMARY SPILLWAY
COIR FIBER MAT
NATURAL GROUND LEVEL
2q" RCP—IV
STRo NOo 0420
OUTLET ELEVATION = 403'
FOR PLAN VIEW
SEE PERMIT SHEETS
5 AND 6
NOT TO SCALE

LO PERMEABILITY
GEOT XTALE & ATOPE
S BILIZ ION
ESTo 445 SQo YDSo TOTAL
15" RCP—IV
NOTES
1.
2.
3.
� �,
. '�
�
.\
�� �
_ ,
OUTLET PROTECTION
CLASS B RIPRAP9
SEE NCDOT STDo 876002
(STRa NOo 0701)
OUTLET ELEV� = qo0'
TOP OF BERM
E�EV� = 605'
LOW PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION
15" RCP—IV
BASIN BOTTOM LINED
WITH 4" MINa CLEAN SAND
OR DENSE VEGETATION
EXISTING
GROUND
STRo NOo 0701
OUTLET ELEVATION = qa0'
OUTLET PROTECTION
CLASS B RIPRAP9
SEE NCDOT STDo 876002
DO NOT EXCAVATE WITHIN ONE
LIMIT EARTH BERM HEIGHT TO
AVOID COMPACTING BOTTOM OF
P �AN
VIEW
605'
605'
-------------------------------------------
------------------------------------��
3' J`
�---
q--------.
,- .
,. _____.5,_---
.�-'� —� �� 605�,
� '
PROFI LE VI E`
'PICAL SECTI
�OW PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION
50 YRa ATER _o_
— �L� V-Afi 0—N — _ �o �' — — _ —
RISER OPENING
ELEVAT ION = 500'
�BOTTOM OF BASIN J
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BASIN BOTTOM LINED
WITH q" MINa CLEAN SAND
OR DENSE VEGETATION
FOOT OF
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BASIN.
�-
� , '
. �.
EMERGENCY OUTLET
CONTROL STRUCTURE
SEE CDOT STDa 840004
(STRaT Oo 0720)
INLE ELEVa 500'
STRo NOo 0720
TOP OF RISER
ELEVa — 600
SEASONAL HIGH WATER TABLE.
20501 OR FLATTER
EXCAVATI O N
215
CY
EARTH BERM
130
�CY�
SAN D
20
CY
GEOTEXTILE
445
SY
15" RCP— I V
EXISTING GROUND
LOIN PERMEABILITY
GEOPEXTTAE & AT
SLO E S BILIZ ION
15" RCP—IV
EMERGENCY OUTLET
CONTROL STRUCTURE
(STRo NOo 0720)
SEE NCDOT STDo 8q0a0q
PERMIT DRAWI NG
SH EET 3 OF 21
JUNCTION BOX W/ MANHOLE
(STRo NOo 0718)
SEE NCDOT STDo 840031
E RG E N CY O UTLET STRU CTU RE
TRASH RACK
OUT
JuNCTION BOx W/ MANHOLE
(STRo NOo 0718)
SEE NCDOT STDo 840031
TRASH RACK
MINa 10��
FOR PLAN VIEW
SEE PERMIT SHEETS
14 AND 15
NOT TO SCALE

OUTLET PROTECTION
CLASS B RIPRAP9
- NCDOT STDo 876002
(STRo NOo 0705)
OUT�ET ELEV� = 301'
15" RCP—IV
EXCAVATI O N
190
CY
EARTH BERM
55
CY
SAN D
17
CY
GEOTEXTI LE
SY
220
NOTES
1.
2.
3.
P �AN
� ----------------------------------.5-
BASIN BOTTOM LINED
WITH q" MINo CLEAN SAND
OR DENSE VEGETATION
TOP OF BERM
ELEVo = 600'
EXISTING
GROUND
DROP INLET
(STRo NOo 0722)
NCDOT STDo 840018
------------------------------- q,
� ----------------------
/ —_ — - -J q'__- —
___ _ _ ____ _ _5,_____ _
EMERGENCY OUTLET
CONTROL STRUCTURE
SEE NCDOT STDo 840004
(STRo NOo 0721)
INLET E�EV� = 500'
PROFI LE VI EW
TYPICAL SECTION
LOW PERMEABILITY
GEOPEXTTAE & AT
SLO E S BILIZ ION
_ _� 50 YRo ATER _ _
= �L�VAfi OT�I = �06'
STRo NOo 0721
TOP OF RISER
ELEV� 600
TOP OF
ELEV� _
�— 301
NATURAL GROUND
� , , �' LOW PERMEABILITY
°� RISER OPENING GEOTEXTILE &
15" RCP—IV � ELEVATION = 500' � � SLOPE STABI�IZATION
STRo NOa 0705
OUTLET ELEVATION= 301'
OUTLET PROTECTION
(CLASS B RIPRAP9
SEE NCDOT STDo 876a02)
DO NOT
LIMIT
Avoz�
EXCAVATE WITHIN
EARTH BERM HEIGHT
COMPACTING BOTTOM
ONE
TO
OF
� BOTTOM OF BASIN ,J
ELEV� = 300'
BASIN BOTTOM LINED
WITH q" MINo CLEAN SAND
OR DENSE VEGETATION
EMERGENCY OUTLET
CONTROL STRUCTURE
(STRo NOo 0721)
SEE NCDOT STDo 8q0a0q
FOOT OF SEASONAL HIGH WATER TABLE.
3 FT.
BASIN.
15" RCP—IV
ERGENCY
OUT
LOIN PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION
ESTo 220 SQa YDSo TOTAL
UTLET STRU CTU RE
DROP INLET
(STRo NOo 0722)
SEE NCDOT STDo 840018
PERMIT DRAWI NG
SHEET 4 OF 21
RACK
MIN� 10"
FOR PLAN VIEW
SEE PERMIT SHEETS
14 AND 15
NOT TO SCALE

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ROADWAY DESIGN HYDRAULICS
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B-4929 7
R�W SHEET NO.
ROADWAY DESIGN HYDRAULICS
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� PROJECT REFERENCE NO. SHEET NO.
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B - 929
� ROADWAY DESIGN HYDRAULICS
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PERMIT DRAWING

B-4929 NEU ENVIRONMENTAL PERMIT NARRATIVE
The Town Of Surf City(Water) —: There are several existing water lines on the mainland
side. There is a 10" clay water line on the southwest side of NC 50/210 which traverses
from north west of the of the project across Little Kinston Road, Y2, toward the existing
rotating bridge. The existing 10" water line changes to an existing 6" water line at a valve at
L2-16+06. At this valve there is an existing water line that traverses to the southwest along
Little Kinston Rd.,Y2 on the southeast side of Y2. There is another existing water line on the
northwest side of Y2 which connects to the existing 10" water line that runs along NC
50/210 on the southwest side. Another existing 10" clay water line at L1 Sta. 15+73
connects the existing 6" water line traversing along NC 50/210's southwest side at the
proposed traffic circle. It traverses northeast and then turns southeast to cross the
Intercostal Waterway to Topsail Island.
On the mainland side there are two proposed water lines. One proposed water line
traverses from Little Kinston Road, Y2 Sta. 12+25 across Y2 east to Y2 Sta.12 20. It then runs
northeast to L1-15+44 where it turns north and runs to L1-15+05. It then traverses
northeast along L1. to L1-14+75. From that point the line runs northeast across L1. At this
point L1-14+75 on the northeast side of L1 the line traverses around the northeast end
proposed traffic circle. It crosses under the wetland at L2-Sta. 17+00 to L2-Sta. 17+75 by
directional bore.. It then traverses south to L2-Sta. 18+11.52. It then turns southwest and
cross the L2 line at L2- 18+12 and goes under an existing force sewer main and continues to
L2-Sta. 18+40. It then connects to an existing 6" clay water line at L2-Sta. 18+34.
On the mainland side there is another proposed water line that is the 10 inches. It traverses
northwest along the southwest side of Little Kinston Rd., L1. It traverses from L1-Sta. 14+75
where the afore mentioned 10" water line turns northwest to go around the traffic circle, to
L1-Sta. 13+16. It then turns north to connect to the existing water line at L1- Sta. 13+16.
No environmental impacts are proposed by installation of either of these proposed water
lines.
There are no proposed water lines on the island side of the project.
Contact: Gus Simmons, P.E., Cavanaugh and Associates, Engineer for The Town of Surf City,
Phone [phone], email: www.cavanaughsolutions.com.

The Town Of Surf City (Sewer)- : On the mainland side there are several existing sewer
mains. There is an existing 12" force sewer that traverses to the southeast on the northeast
side of Little Kinston Rd., L1.to the proposed traffic circle. It turns northeast along Atkinson
Point Road. A 12" existing force main branches off this main at L1-Sta15+01 and runs south
along the Y2 line and another branch runs southeast across the Intercostal Waterway.to
Topsail Island. Another existing sewer is a 4" force main that runs on the northeast side of
the L1 line until it runs into an existing 12" force main, at L1-Sta. 15+50. There is an existing
10" SS, sanitary sewer which traverses southeast along the L 1 line on the northeast side of
L1. It runs to a manhole near the existing rotating bridge at L2-28+07. There is an existing
sanitary sewer that runs along the southwest side of Y2 Little Kinston Rd. and Y1A Atkinson
Pointe Rd. running northeast to southwest. It turns and crosses Y2 and terminates at a
manhole at Y2-Sta. 12+16.
There is a proposed 6" force main beginning at L2-Sta. 16+35 that crosses the Y2 line on a
northwest course. It then turns at L1-Sta. 15+92 and goes northeast to L1-15+77. It turns
north and goes to L1-Sta. 14+95. It then then turns northwest and runs along L1 until L1-
Sta. 14+00. It then turns northeast and crosses L1. After it crosses the L1, Little Kinston Rd.,
it changes to a proposed 12" force main. From there it turns east and goes to L1-Sta. 14+81
where it turns southeast and traverses to L1=Sta. 15+29. It then turns east and goes to L1-
Sta. 15+42 It then crosses the north east side of the proposed traffic circle. It crosses
under the wetland boundary at L2-Sta. 17+03 and L2-Sta. 17+52 by directional bore. It then
turns southwest and crosses the old NC50/210 at L-Sta. 17+89. It goes under an existing
12" force sewer and connects to the force sewer at L2-Sta. 18+14. No environmental
impacts are caused by the installation of the proposed 6"/12" force main.
There is a proposed 10" sanitary sewer that traverses from a manhole at Y2-Sta. 12+16 and
crosses the Little Kinston Rd and traverses in a similar pattern around the proposed traffic
circle in a similar manner. The proposed 10" sanitary sewer ends at L2-Sta. 17+03
reconnecting to the exiting sanitary sewer there. The proposed sanitary sewer does not
cross any wetland.

On the Topsail Island side of the project, there is a 8" sanitary sewer main that runs from a
manhole at L2-Sta. 41+54 southeast to L2-Sta. 59+06 along Y1 where it turns southwest. It
traverses southwest across L2 to a manhole at L2-Sta. 56+48. There is a 4" force main that
runs somewhat parallel with the previously mentioned existing 8" sanitary sewer. At L2-Sta.
56+59 the 4" force main ends near where the 8" sanitary sewer ends.
There is an existing 12" force main, an existing 8" sanitary sewer, and an existing force main
that runs from approximately L2- 56+51 northeast across the L2 line, to approximately L2-
Sta. 59+06 near the proposed traffic circle. Here they turn northwest and run along Y1's
southwest side.
In order to eliminate conflicts with the proposed bridge and its end wall at L2-sta. 57+20
there are a proposed 12" force main, a proposed 8" force main and a proposed 8" sanitary
sewer main that will be installed. These lines will be installed from L2-Sta. 56+82, L2-Sta.
56+85, and L2-Sta. 56+86 respectively; to L2-Sta. 58+22, L2-Sta. 58+20, and L2-Sta. 59+06
respectively. None of these force mains or sanitary sewer main will cross or impact the
wetland on the island side of the project. All stations are approximate for the water and
sewer environmental narrative.
Contact: Gus Simmons, P. E., Cavanaugh and Associates Engineer for The Town of Surf City,
Phone [phone], email: www.cavanau�hsolutions.com.

Jones Onslow Electric Membership Cooperation has Transmission and Distribution facilities
that presently occupy the southwest side of Roland Avenue (L-1). These facilities will be
temporarily relocated further to the southwest of the existing facilities along L-1 from
approximately Sta. 10+74 to 13+26 within multiple existing wetland boundaries. There will
be a total of 4 multiuse poles placed within the wetlands delineated on this design. There are
also 3 multiuse poles located northeast of L-2 from approximately Sta. 18+52 to Sta. 21+04
within multiple existing wetlands. These areas will be handled as required by the special
provisions for installation of structures within a wetland area. The structures described in this
narrative are the only structures to be placed within wetland areas on this project. There are
aerial lines that will pass directly over wetlands which are profiled on the permitting plans.
Contact Jones Onslow EMC Tommy Pritchard 910-577-6318
Century Link Communications has facilities that presently occupy the southwest side of
Roland Avenue (L-1). These facilities will be temporarily relocated further to the southwest
of the existing facilities along L-1 from approximately Sta. 10+74 to 13+26 within multiple
existing wetland boundaries. There will be a total of 4 multiuse poles placed within the
wetlands delineated on this design. There are also 3 multiuse poles located northeast of L-2
from approximately Sta. 18+52 to Sta. 21+04 within multiple existing wetlands. These areas
will be handled as required by the special provisions for installation of structures within a
wetland area. The structures described in this narrative are the only structures to be placed
within wetland areas on this project. There are aerial lines that will pass directly over
wetlands which are profiled on the permitting plans. Contact Rod Medlin 252-413-7711
Time Warner Cable has facilities that presently occupy the south west side of Roland Avenue
(L-1). These facilities will be temporarily relocated further to the southwest of the existing
facilities along L-1 from approximately Sta. 10+74 to 13+26 within multiple existing wetland
boundaries. There will be a total of 4 multiuse poles placed within the wetlands delineated on
this design. There are also 3 multiuse poles located northeast of L-2 from approximately Sta.
18+52 to Sta. 21+04 within multiple existing wetlands. These areas will be handled as
required by the special provisions far installation of structures within a wetland area. The
structures described in this narrative are the only structures to be placed within wetland areas
on this project. There are aerial lines that will pass directly over wetlands which are profiled
on the permitting plans. Contact Bruce Sheldon 252-223-6411.

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Utility Permit Drawing
Sheet 1 of 18
LOCA TI01�: BRIDGE 16 4 T�ER THE I1�lTERCOSTAL WA TER WA Y 01� 1�C-�0-
TYPE OF W�Rl�: REL4CATE POWER, TELEPH�I�E, WATER A1�lD SEWER
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11 iE U PLA1V SHEETS
PROFILE SHEET
WATER A1�D SEWER OWI�ERS 01� PROJECT
(1) TOW1�l OF SURF CITY (WATER A11tD SEWER)
(2) JOIVES 011tSLOW EMC I11IC. (POWER)
(3) CE11tTURYLI11tK (TELEPH0111E)
(4) CABLEVISI0111 (CABLE TV)
(S) P111C (GAS)
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ATLANTIC
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PREPARED IN THE OFFICE OF:
DIVISI0IV OF HIGHWAYS
UTILITIES U1VIT
UTILITIES E11tGI1VEERIIVG
1555 MAIL SERVICES CE11iTER
RALEIGH NC 27699-1555
PH011iE [phone]
FAX [phone]
Roger Worthington, P.E. UTILITIES SECTION ENGIIIIEER
Bo Hemphill, P.E. UTILITIES SQUAD LEADER PROJECT EIVGINEER
Kelvin Martin UTILITIES PROJECT DESIGNER

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NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
INSTALL 6"x3"
REVERSED
REDUCER
EXISTING
TELEPHONE LINE
18" MIN.
PROPOSED 10"
WATERLINE
_5 '— TAP EXISTING 3"
FORCEMAIN
SEE DETAIL
-10
GEN ER AL N OTES:
EXISTING 10"
SANITARY SEWER
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EXISTING 4" FORCEMAIN
(REMOVE AND CAP AS NECESSARY TO
FACILITATE INSTALLATION)
EXISTING
TELEPHONE
LINE
EXISTING 10"
WATERLINE
0+20
INSTALL APPROX. 354 L.F. OF 6"
RESTRAINED MJ DIP (AWWA
C151) FORCEMAIN
INSTALL APPROX. 75 L.F. OF 10" PVC
(DR 35) SANITARY SEWER @ 0.38�
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
MAINLAND SEWER STA. 0+00 TO 2+40
.� : �
EXISTING 10" PVC
WATERLINE
�E:�n�.�
EXISTING
TELEPHONE
LINE
1+00
UNDERGROUND
ELECTRIC LINE
1+20
PROPOSED 10"
WATERLINE
3' MIN.
(TYP.)
1+40
INSTALL APPROX. 149 L.F. OF 10" PVC
(DR 35) SANITARY SEWER @ 0.38%
1+60
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
1+80
BORE PIT 8'x20'
SEE DETAIL
PROPOSED
GRADE
EXISTING �� -
GRADE
2+00
- o
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Utility Permit Drawing
Sheet 4 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
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15
10
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(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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FUTURE 15" RCP
STORM PIPE (BY
OTHERS)
INV. APPROX.
3.70'
0 �
EXISTING 10" PVC
WATERLINE
GEN ERAL N OTES:
2+60
EXISTING
TELEPHONE LINE
� EXISTING FIBER
N OPTIC LINES
�
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EXISTING
TELEPHONE LINE
INSTALL APPROX. 79 L.F. OF 10" DIP (AWWA
C151) SANITARY SEWER @ 0.37%
(JACK AND BORE WITH 16" CASING PIPE)
SEE DETAILS
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BORE PIT 8'x20'
SEE DETAIL
FUTURE FIBER
OPTIC LINE
INSTALL APPROX. 43 L.F. OF 10" PVC
(DR 35) SANITARY SEWER @ 0.28%
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
MAINLAND SEWER STA. 2+40 TO 5+00
EXISTING 4"
FORCEMAIN
EXISTING 4" ��
FORCEMAIN
INSTALL APPROX. 37 L.F. OF 10" PVC
(DR 35) SANITARY SEWER @ 0.28%
�c : �
PROPOSED
GRADE
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GRADE
000 �
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EXISTING
TELEPHONE LINES
EXISTING 10" AC
WATERLINE
4+00
4+20
INSTALL APPROX. 121 L.F. OF 10" PVC
(DR 35) SANITARY SEWER @ 0.62%
4+40
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
4+60
�:�
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
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Utility Permit Drawing
Sheet 5 of 18
15
10
5
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-5
-10
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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GEN ERAL N OTES:
(1)
�2)
(3)
(4)
(5)
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i (8)
TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
15
10
5
�❑
-5
-� �
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
(10)
(11)
NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
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WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEE(�
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATIOf�
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
A SEWER, THE WATER MAIN
(18) INCHES ABOVE THE TOP
-- IN WHICH CASE, BOTH
ARE EQUIVALENT TO WATER
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
5+20
MAINLAND SEWER STA. 5+00 TO 5+58
PROPOSED
GRADE
EXISTING
GRADE
FUTURE FIBER ---►4
OPTIC LINE 0 0
�EXISTING FIBER
OPTIC LINE
EXISTING
TELEPHONE LINE
INSTALL APPROX. 42 L.F. OF 10" PVC
(DR 35) SANITARY SEWER @ 0.62%
5+40
5+60
Utility Permit Drawing
Sheet 6 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5' 1 5
EXISTING 10"
SANITARY SEWER
5+80
10
5
�❑
-5
-� �
UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
EXISTING
TELEPHONE
LINE Z
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0+20
GEN ERA� N OTES:
�
18" MIN.
EXISTING 3"
FORCEMAIN
EXISTING
TELEPHONE
LINE
EXISTING 10" PROPOSED 10"
SANITARY --�\� � SANITARY SEWER
SEWER
.� • �
I
EXISTING
TELEPHONE
LINE
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
U TI LI TI ES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXIST�NG UTILIT�ES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
EXISTING
UNDERGROUND
ELECTRIC LINE
1+00
MAINLAND FORCEMAIN STA. 0+00 TO 2+80
1+20
EXISTING 10"
WATERLINE
1+40
PROPOSED 10"
WATERLINE
�PROPOSED 10"
SANITARY SEWER
1+60
1+80
INSTALL APPROX. 355 L.F. OF b"
RESTRAINED MJ DIP (AWWA
C 151) FORCEMAIN
2+00
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSS�NG A WATER MA�N UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
2+20
EXISTING
GRADE
PROPOSED
GRADE
� - - � � \
2+40
� /
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2+60
Utility Permit Drawing
Sheet 7 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
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(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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BORE PIT 8'x20'
SEE DETAIL
PROPOSED 10"
WATERLINE
EXISTING
UNDERGROUND
ELECTRIC LINE
�—
EXISTING 10" PVC
WATERLINE
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
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MAINLAND FORCEMAIN STA. 2+80 TO 5+60
EXISTING BORE PIT 8'x20'
TELEPHONE SEE DETAIL
EXISTING 12" LINE
FORCEMAIN �
� �I �
� �� EXISTING
18" MIN. TELEPHONE
i LINE
INSTALL APPROX. 70 L.F. JACK AND BORE
WITH 6" MJ DIP (AWWA C151) FORCEMAIN
AND 12" CASING PIPE
SEE DETAILS
18" MIN.
EXISTING FIBER
OPTIC LINES
4+20
EXISTING
STORMWATER
PIPE
24" MIN.
INSTALL 12"xb"
REVERSED REDUCER
� EXISTING 10"
SANITARY
SEWER
4+40
4+60
EXISTING WATER
SERVICE LINES
PROPOSED
GRADE
EXISTING
GRADE
� :�
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
— �
PROPOSED 10"
WATERLINE
FUTURE FIBER
OPTIC LINE
-�
EXISTING 4"
FORCEMAIN
INSTALL APPROX. 341 L.F. OF 12"
RESTRAINED MJ DIP (AWWA C151)
FORCEMAIN
5+00
5+20
3' MIN.
(TYP.)
5+40
Utility Permit Drawing
Sheet 8 of 18
18" MIN.
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
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5+60
15
10
5
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-5
-� �
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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GEN ERAL N OTES:
(1)
�2)
(3)
(4)
(5)
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0
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�8)
TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
15
10
5
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-5
-� �
NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
ol�o o,
+ �
�IU
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W
Z—W
J w
_ _
U "'
� W
Q W
� �,
I �— EXISTING 4" PVC
FORCEMAIN
5+60
3' MIN.
(TYP.)
PROPOSED 10"
WATERLINE
18" MIN.
EXISTING
UNDERGROUND
TELEPHONE LINES
MAINLAND FORCEMAIN STA. 5+60 TO 7+40
Z
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EXISTING 4" PVC � EXISTING 10" AC
FORCEMAIN WATERLINE
� EXISTING 10"
SANITARY
SEWER
6+20
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
(10)
(11)
6+60
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEE(�
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATIOf�
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
A SEWER, THE WATER MAIN
(18) INCHES ABOVE THE TOP
-- IN WHICH CASE, BOTH
ARE EQUIVALENT TO WATER
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
INSTALL APPROX. 341 L.F. OF 12"
RESTRAINED MJ DIP (AWWA
C151) FORCEMAIN
. :�
PROPOSED
GRADE
EXISTING
GRADE
7+00
7+20
Utility Permit Drawing
Sheet 9 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
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15
10
5
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-5
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UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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7+4�
INSTALL 14"xl2"
REDUCER
GEN ERAL N OTES:
7+6�
PROPOSED 10" WATERLINE
(SEE SHEET C.3.9)
18" MIN.
NOTE: IF MORE COST EFFECTIVE,
CONTRACTOR MAY USE 16"
OR 18" HDPE IN PLACE OF 14".
PROPOSED
GRADE
INSTALL APPROX. 41 L.F. OF 12"
EXISTING RESTRAINED MJ DIP (AWWA
GRADE C151) FORCEMAIN
� INSTALL 82 L.F. OF 14" HDPE (DR 9)
DIRECTIONAL BORE FORCEMAIN
SEE DETAILS
8+00 8+20
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
E:���
MAINLAND FORCEMAIN STA. 7+40 TO 9+83
BORE PIT 8'x20' -
SEE DETAIL
FUTURE FIBER
OPTIC LINE
\3' MIN.
(TYP.)
INSTALL 14x12"
REDUCER
E:���
EXISTING
UNDERGROUND
TELEPHONE LINE
18" MIN.�J
� EXISTING 10"
SANITARY
SEWER
EXISTING
FIBER OPTIC
LINE I
: : ��
9+00
O
N
�
0
U
Z
TAP EXISTING 12" PVC �
FORCEMAIN
SEE DETAIL
INSTALL APPROX. 68 L.F. JACK AND BORE
WITH 12" MJ DIP (AWWA C151)
FORCEMAIN AND 16" CASING PIPE
SEE DETAILS
9+20
9+40
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
1
18" MIN.
Utility Permit Drawing
Sheet10of18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
9+60
� :�
10+20
15
10
5
�❑
-5
-� �
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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C'�
�
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0
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15
10
5
�❑
NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
Z
�
EXISTING � � .
TELEPHONE LINES � z �
J �L �
� TAP EXISTING 10"
PVC WATERLINE
_5 SEE DETAIL
—� �
GEN ERAL N OTES:
EXISTING 10" PVC
WATERLINE
EXISTING 10"
SANITARY
SEWER
U
0+20
EXISTING
TELEPHONE LINE
.� • �
U
EXISTING 3" PVC
FORCEMAIN
� 18" MIN.
ING 10"
TARY
=R
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
EXISTING 10" PVC
WATERLINE
1+00
MAINLAND WATER SOUTH STA. 0+00 TO 2+80
3' MIN.
(TYP.)
1+20
.�.�. �
•_�
.
EXISTING
GRADE
--�----- 1
�_ — —
INSTALL APPROX. 376 L.F. OF 10"
RESTRAINED MJ DIP (AWWA
C151) WATERLINE
1+40
1+60
1+80
EXISTING
TELEPHONE LINE
— — 18" MIN. � I
EXISTING 10" PVC
WATERLINE
EXISTING
TELEPHONE LINES
2+00
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
EXISTING 3" PVC
FORCEMAIN
�
�EXISTING 10"
SANITARY
SEWER
2+20
EXISTING 10" PVC
WATERLINE
EXISTING
UNDERGROUND
ELECTRIC LINE
�
PROPOSED 6"
FORCEMAIN
�PROPOSED 10"
SANITARY SEWER
2+40
2+60
Utility Permit Drawing
Sheet 11 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
o�
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+
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= c�
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2+80
15
10
5
�❑
-5
—� �
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

C�
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�
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GEN ERAL N OTES:
(1)
�2)
(3)
(4)
(5)
�p (6)
�
0
N
i (7)
c� (8)
TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
� 5 NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
10
5
�
-5
—� �
i ��
3' MIN.
(TYP.)
INSTALL APPROX. 376 L.F. OF 10"
RESTRAINED MJ DIP (AWWA
C151) WATERLINE
MAINLAND WATER SOUTH STA. 2+80 TO 4+20
BORE PIT 8'x20'
SEE DETAIL
- ------�
-� _�
3+20
PROPOSED 6"
FORCEMAIN
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
(10)
(11)
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEE(�
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATIOf�
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
A SEWER, THE WATER MAIN
(18) INCHES ABOVE THE TOP
-- IN WHICH CASE, BOTH
ARE EQUIVALENT TO WATER
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
�-
EXISTING
GRADE
PROPOSED
GRADE
�
24" MIN.
EXISTING
UNDERGOUND
ELECTRIC LINE
K : ��
�
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Utility Permit Drawing
Sheet12of18
HORIZ�,I4LZ�IV�A1L0' 1" = 10'
VERTICA(IERTIC=A3': 1" = 5' 1 5
EXISTING 10" PVC
WATERLINE
EXISTING
UNDERGROUND
TELEPHONE LINE
�
18" MIN
NI�
�
� U 10
I�
� `
z�=
sN
H W
� N
FUTURE 15" RCP STORM PIPE (BY I
OTHERS)
INV. APPROX. 3.60'
i I
CQ�I��
���
5
�
-5
—� �
UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
OI
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+
d' �
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W �
Z w
w
J =
= c�
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Q cr�
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4+20
O
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EXISTING FIBER
OPTIC LINES
INSTALL APPROX. 69 L.F. JACK AND BORE
WITH 10" MJ DIP (AWWA C151) WATERLINE
AND 16" CASING PIPE
SEE DETAILS
EXISTING 4" PVC
FORCEMAIN
GEN ERAL N OTES:
EXISTING
TELEPHONE
LINE
BORE PIT 8'x20'
SEE DETAIL ,
�FUTURE FIBER
OPTIC LINE
(� -- EXISTING 10"
SANITARY
SEWER
�:�i�
INSTALL APPROX. 281 L.F. OF 10"
I RESTRAINED MJ DIP (AWWA
C151) WATERLINE
18" MIN.
5+00
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
�
18" MIN
EXISTING 4" PVC
FORCEMAIN
5+20
MAINLAND WATER SOUTH STA. 4+20 TO 7+00
3' MIN.
(TYP.)
5+40
EXISTING 4" PVC FORCEMAIN
(REPLACE WITH DIP ON 10' EACH
SIDE OF PROPOSED WATERLINE)
1�
18" MIN.
INSTALL 10" DIP ��
WATERLINE ON 10'
EACH SIDE OF EXISTING 0
FORCEMAIN
EXISTING 10" �
SANITARY SEWER
5+60
EXISTING
UNDERGROUND
TELEPHONE LINES
00
5+80
� �
c� �
Z ~
� Z
�
Q O
EXISTING 10" AC
WATERLINE
6+00
6+20
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
PROPOSED
GRADE
EXISTING
GRADE
6+40
6+60
— —�
C•�:�i7
Utility Permit Drawing
Sheet 13 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
OIO �
� �
�
�I�
W F—
Z w
w
_ __
� --
� W
Q cw
�
7+00
15
10
5
�❑
-5
—� �
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
O
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w IF-
Z w
w
J =
_ �
� w -.
Q �
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7+00
PROPOSED 12" FORCEMAIN
SEE SHEET C.3.6
INSTALL 12"x10"
REDUCER
GEN ERAL N OTES:
7+2�
EXISTING
GRADE
PROPOSED
GRADE
INSTALL APPROX. 1 16 L.F. OF 12" HDPE (DR 9) DIRECTIONAL
BORE WATERLINE
SEE DETAILS
7+4�
7+6�
i �]
18" MIN.
NOTE: IF MORE COST EFFECTIVE,
CONTRACTOR MAY USE 16"
OR 18" HDPE IN PLACE OF 14".
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTiNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
E:���
MAINLAND WATER SOUTH STA. 7+00 TO 9+88
E:�I��
INSTALL APPROX. 41 L.F. OF 10"
RESTRAINED MJ DIP (AWWA
C151) WATERLINE
: � ��
3' MIN.
(TYP.)
FUTURE FIBER
OPTIC LINE
EXISTING
FIBER OPTIC
LINE
INSTALL 12"x10" 18" MIN.
REDUCER �
�
EXISTING 10"
SANITARY SEWER
E: • �
E: : �
RECEIVING BORE PIT 8'xl 1'
SEE DETAIL
EXISTING
UNDERGROUND
TELEPHONE LINES
�i�
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
O
N
�
O
U
Z
TAP EXISTING 6" AC
WATERLINE
SEE DETAIL
9+20
�
18" MIN.
TAP EXISTING 12"
PVC FORCEMAIN
SEE DETAIL
INSTALL APPROX. 68 L.F. JACK AND BORE
WITH 10" MJ DIP (AWWA C151) WATERLINE
AND 16" CASING PIPE
SEE DETAILS
9+40
lull►�
9+60
Utility Permit Drawing
Sheet 14 of 18
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
BORE PIT 8'x20'
SEE DETAIL
• :�
15
10
5
�❑
-5
-� �
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
(19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

C�
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C'�
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15
10
5
�❑
-5
-� �
NOTE: TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT
GEN ERAL N OTES:
(1)
�2)
(3)
(4)
(5)
� (6)
0
N
N
�
7
c� (g�
INSIALL APPKUX. I35 L.F. UF 10"
RESTRAINED MJ DIP (AWWA
C151) WATERLINE
PROPOSED 6"
FORCEMAIN
MAINLAND WATER NORTH STA. 0+00 TO 1+73
EXISTING
GRADE
----I-------------+----
I
3' MIN.
(TYP.)
��g:���
TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTfNG UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EX�STING UTILITIES WITH UTILITY OWNER.
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
1+00
PROPOSED
GRADE
1+20
FUTURE 15" RCP STORM
PIPE (BY OTHERS)
INV. APPROX. 3.15'
---------i — — -
1+40
1+60
TAP EXISTING 10"
PVC WATERLINE
SEE DETAIL
1+80
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN
(10)
(11)
2+00
WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
THE TOP OF SEWER.
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEE(�
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATIOf�
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
A SEWER, THE WATER MAIN
(18) INCHES ABOVE THE TOP
-- IN WHICH CASE, BOTH
ARE EQUIVALENT TO WATER
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
2+20
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
2+40
15
10
5
�❑
-5
-� �
Utility Permit Drawing
Sheet 15 of 18
UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
CONTRACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITH
MECHANICALLY RESTRAINED JOINTS.
ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

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\� � e'�a L; �:��-%t ���i
\� � ''. --'--�-., �� i
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�
- �: -� y� .� _
= 'a ��,�� f �
= 2305�
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i ,� • . ,. . . • � ���
i. ' • ` '. I �-� ���
'� lllill� _L'�i��t�
p�nT�s;
1. ELECTRICAL CONDUCTORS SHOWN ARE 559.5 kCMIL AAAC DARIEN.
S� IS 167° F. FINAL WITH 220 FT. RULIN� SPAN.
2. TELEPHONE AND CAN (BY OTHERS) ARE SHOWN FOR REFERENCE
ONLY. S�r= IS ESTIM�TED TO M�TCH ELECTRIC�� .
3. TC�PC�C_�RAPHIC DATA PROVIDED BY NCDOT. NOT SURVEYED BY
EN�INEER OF RECORD.
4. MAXIMUM POLE DIAMETER AT C_�ROUND LINE TO BE 5 FEET BASED ON
INSTALLATION IN STEEL CASIN�S.
LEGEND:
PERMANENT ELECTRIC FACILITIES
_---- TEMPORARY ELECTRIC FACILITIES
SCALE:
50 0 �- 50 50 100
Utility Permit Drawing
Sheet 16 of 18
REV DATE DESCRIPTION
i �f� I
Power -
Entweerino and Manapement Services`
LICENSE # F-1131
�a�a G, nnillhroo4 Rd. �ui+e �70
Raie19n p�c 2�a09
:9�g_�F�F900 �nx•9]9-�Fa Fg�g
�rPRo�. .indFG ndGi nw Fnnr.
N��� Jacksonville. N.C.
ER SFRVICFS
I. NO.:
„�Zano,S $i irf City BridgP ernjPrt R-d929
E:,"=5°' WETLANDS IMPACT PERMIT
BY: JWP
BY: HGB PERMANENT POWFR � Ip�F
DWG. N0.

1
0
V
/7
R
1" = 50' O IZ.
1"=10' E .
0+50 1+00 �+�p 2+pp 2+50 3�-00 3y50 4+00
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iVOTES:
3 1. ELECTRI�AL CONDUCTORS SHOWN ARE 559.5 k�'MIL AAAC DARIEN.
N SAG IS 167° F. FINAL WITH 130 FT. RULING SPAN.
� 2. TELEPHONE �N^_ C�T�� (BY OTHERSI ARE SHOWN FOR REFERENCE
ONLY. SAG IS ESTIMATED TO MAT�Fi ELECTRICAL.
¢
S
a 3. TOPOGRAPHIC DATA PROVIDED BY Nr'DOT. NOT SURVEYE^_ BY
`= ENGINEER OF RECORD.
�
� 4. MAXIMUM POLE DIAMETER AT GROUND LINE TO BE 5 FEET BASED ON
�!' INSTALLATION IN STEEL CASINGS.
m LEGEiVD:
m
s PERMANENT ELECTRIC FAr'ILITIES
w
o _—�s_ TEMPORARYELECTRICF�CIL�T�ES
�
n
SCAI F'
° 50 0 ��- 50 50 9 00
�
Utility Permit Drawing
Sheet17of18
REV DATE DES^-�'PTI�N
Power -
c..�:..,.,..;..s ,._d M,._..�,.._,._. s__.:__..�
I �(`G�cG ik C_>>��
1616 E. Millbrook Rd. Suire 210
Ralei�h, NC 27609
TEL:[phone] FAX:919-25G5939
�LIENT PROJ.
eEF. No.: ,1C)pIFS (�dSl (�W FMf`
�OWER SERuICES
J���som�ille. N.C.
'ROJ. NO.:
7ATE: 11�2020'IS Surf City B�idgP Prnjar.t R�.929
>CALE: 1��-50� wETLANDS IMPACT PERMIT
�WN BY: J`_
:Ko�Y: HGB TEMPORARY POwFR � �NE
DWG. NO.
� 1_J

WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (ft) (tt)
1 L1-10+74 to L1-11+08 Power Lines <0.01
2 L1-11+53 to L1-13+26 Power Lines/Pole <0.01 <0.01 0.14
3 L2-18+52 to L2-21+04 Power Line/Poles <0.01 <0.01 0.17
3 CAMA L-19+49 to L-21+04 Power Line/Poles <0.01 <0.01 0.10
TOTALS: <0.01 <0.01 0.41
There is excavation & fill in wetlands at L2-Sta. 18+60 for a pole that overlaps
Roadway's impacts.
Utility Permit Drawing
Sheet 18 of 18

�
N
O�
�
�
THERE
See Sheei �-A For I ndex of Sheets
See Sheet �-B For Con�entional Symbols
—LI— STA.10 + 00.00
BEGIN BRIDGE
—L2 — ST Ao l9 f27o06
BE�IN CONST RUCT lON
—YIA— ST Ao l2 f90o00
� � � � J� �V � � �� � � � � � � � � J� �/ � �\\ �
���J�II ����\�\� , . � ���J�II J11I � ����
LOCATI01�: BRIDGE 1�0.16 OI�ER THE I1�TRAC�ASTAL
WATER WA Y
SO-2I0
TYPE OF WORK: GRADII�G, PA T�I1�G, RES URFA CI1�G,
DRAII�AGE, STR UCTURE, A11tD WALLS
CONTROL OF ACCESS ON THIS PROJECT.
END CONSTRUCTION
THIS PROJECT IS WITHIN THE MUNICIPAL ETJ BOUNDARIES OF SURF CITY.
BE�IN CONST RUCT lON
—Yl — ST Ao 35 �OOo00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
� �vu �Kiuv��
—L2 — ST Ao 57 f00o06
TO NORTH
TOPSAIL BEACH
S°JCA'1C]E S°Jl°.��1°]E ]�I$�J]E�'ll" 1E�E]F]E1EdENC]E N�. �]€�]E]E7C °1['�°Jf'.4�L
N�. �]H]E]E�'�
����°� B-492 9
�'lf° �'1C]E ]�1[8� �J. N�. F. A.1�I8�J. N�. ➢�]ES�IE$dl�°1Cd�N
40233.1.1 N/A PE
402 3 3.2 .1 N/A R�W
40233.2.U1 N/A UTL
BEGIN CONST RUCT lON
—Y5 — ST Ao ll -�-05000
END CONST RUCT lON
—Yl — ST Ao 53 +75020
E1�D TIP PR4JECT 8-4929
RA2- CE11tTER OF CIRCLE
-L2- PDT STA. 59 + 06.37 (O/S
-Y3- P�T STA. IS + 86.17 (O/S
�Y4- POT STA.10 + 00.00 (O/S
END CONST RUCT lON
—Y5 — ST A, l5 �-57075
END CONST RUCT lON
—Y4 — ST Aa /4 �350�0
TOPSAIL BEACH
ATLANTI C
OCEAN
20')
20')
20')
����������� �����
�� ��� ��� ��� ������������
PLANS PREPARED BY:
G.RAPHIC SCALES D�SIG11t DATA PROJECT LE1�lGTH HYDRAULICS
8601 SIX FORKS ROAD, SUITE 260 E11iGI1VEER
ADT 2017 = 17,2�� R�� RALEIGH, NC 276I5 �
50 25 � 50 100 919-926-4I00 ����
ADT ZO3�J = 30,000 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ;j��� �� �� ���,
PLANS K— 9% LENGTH ROADWAY = 0.215 MILES 2012 STANDARD SPECIFICATIONS �Q �°�o
� �
o �
D= 55 % JENNIFER FARINO, PE � �
SIGNATURE: w� �
50 25 0 50 l0o T— 3��o * LENGTH STRUCTURE = 0.715 MILES RIGHT OF WAY DATE: PROJECT ENGINEER � o
V= 40 MPH ROADWAY DESIG11l �
TOTAL LENGTH = 0.930 MILES AUGUST 31, 2015 SEAN KORTOVICH EI E1�tGI1VEER �� �Q
PROFILE H RIZ NTAL � — o _ o � �� � r
� O O � TTST — ��0 D UAL — Z�o PROJECT DESIGNER �� � Q°O /
�0 5 0 �0 2p FUNC CLASS = ��_���
MAJOR COLLECTOR LETTI11lG DATE: TONY HOUSER, PE
—Ll— AND —L2— USED TO CALCULATE PROJECT LENGTH FEBRUARY 21, 2017 NCDOT CONTACT
PROFILE (VERTICAL) STATEWIDE TIER P.E.
SIGNATURE:

Note: 1 �ot to Scale
*S. U.E. = Subsurface Utility Engineering
BOU11lDARIES AND PROPERTY.•
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
Subaquatic Vegetation Habitat Boundary
�
0
EIP
- WLB -
WLB
EA�
EPB
, :• '
�
SA�
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap o
Sign �
Well �
Small Mine �%'�
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �i
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
�
�s
�
�
�
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�
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l�� ����� �� ���� ���
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF T�AY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C�A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
R0�4DS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut -
Proposed Slope Stakes Fill -
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrai)
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
Hedge �'
Woods Line �
CSX TRANSPORTATION
0
MILEPOST 35
0
Swl%�ri
0
W
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0
R
w
�c�
,A,
c
E
��:
O
c
F
;� �
R
C
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Orchard
Vineyard
EXISTING STRUCTURES:
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transforrner
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
� � � �
v�neyara
�oN�
� CONC WW �
CONC HW
�--------�
� CB
O
�
�
�
�
•--•
P
P
Existing Telephone Pole -�
Proposed Telephone Pole -O-
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole "H
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) - T
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� T� -
Recorded U/G Fiber Optics Cable T F�
Designated U/G Fiber Optics Cable (S.U.E.*� T F�
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
Designated lJ/G Water Line (S.U.E.*
Above Ground Water Line
W -
A/G Water
TV:
TV Satellite Dish C�
TV Pedestal ❑�
TV Tower �
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) T� -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� - T� F�
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated l�/G Gas Line (S.U.E.*
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
�
A/G Gas
O
O
�s
A/G Sanitary Sewer
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END GRADE
—LIDET — Stao 10+7607/ _
� Y2DET — POT Sta. l2 +8/.63
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BEGIN GRADE
)ET - PC Sta, l0 +00,00
-Y2 - POT Stoe ll +83,9/
EX�s�,�
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PROJECT REFERENCE NO.
B —4929
RrW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2B —/0
HYDRAULICS
ENGINEER
����������� �����
�� �v��° �r�� �� ��zv��°��rc�°��N
—LIDET — CURV E DAT A
Pl Sta l0 +89,17
0 = 39° l5' 42e7" (LT )
D = 22° 55' 05e9"
L = l7/03/'
T = 890/7'
R = 250,00'
—Y2DET — CURV E DAT A
Pl Sta l0 +52e13
� = 36° 05' 40e8" (LT )
D = 35° 48' 35e5"
L = lOOo80'
T = 520/3'
R = 160000'
DETAIL A
STANDARD 'V' DITCH
( Not to Scale)
Natural � Natural
Ground 3_� ,3.1 Ground
D
S = 0.3%
DDE= 4.8 C.Y. Min. D= 1.0 Ft.
FROM -Yl- STA. 11 + 22 TO 11 + 26 (RT)
_,�.< � �._ . „ ,
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PROJECT REFERENCE NO. SHEET NO
-Yl- CURVE DATA -YIA- CURVE DATA
B-4929 4
P/ S/a /3+65.85 Pl Sto /6+59J4 Pl Sto 11+48.40 PI Sio 13+9238 WW SHEET NO.
� p=/29' 38' 06A' !RT! p= 39' 38' 06A' (LT1 p= T 24' 35l fRTJ �= 4200' 4L4 (LTJ
�++ �r - _ ROADWAY DESIGN HYDRAULICS
D= 45'50'l1.8' D= 22'55'05.9' D= 2'30'00.0' D= 2255'053 ENGINEER ENGINEER
� �ifl I i� e+ t� e' "' S ��c L= 282.82' L=/72.94' L= 29639' L= 183.31'
47'51'4 �E � 0��y i o z,'.p0• � ENtERPRP� „� T= 265.85' T= 90.09' T= 148.40' T= 95.99'
� z �s t°�° StEE 11 � I i � a u oB �P� wt R= 125A0' R= 250.00' R= 2.29/.83' R= 250A0'
�� I � V= 20 MPH V= 30 AIPH V= 30 MPH
�� a�tHpu,ns � � Ne Q� �� A�i �} � SE = 04 SE = 04 SE = 04 PRELIMINARY PLANS
BEGIN CONSTRUCTION �� � P �2 �� �I I RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS oo NOT USE POR �oNs„�u�T�oN
-YIA- STA12�90.00 i w Q �i � HTR
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$,EGI1V TI�'�' �',�ZOJECT B-4929 � a 44•�• A �UV , . p , � 5 � � ' ,,. `
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� EX�ST. RO � � R�CHARO SULLrvAN / 1 0 � ��',� �
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l � 87A3'LT.- p, f 32A5' I 9'S9 w I 31.22' 959' -Yl' +7 �� -YI- PT %O. 17f4/ o��o' a 1 m o
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: N -- TA 13+25.00 i / 8 \ S a °ti •c 10 �� ii N II MOBi E i DBre� PCi19 `�) °_� � � sF o
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, l - INV- 1. � a HTR � m (� 91.49' Z 7
FOR -Ll- PROFILE.SEE SHEET l0 -Y2DET- PT /o. //+Oip.B� HiR �YZ� St �. + r_{ i�i I� �� _ j� BeTTs -� HTR PT to. f69.0i6 B BRIDGE - , O c���
F O R -L 2- P R O FIL E. S E E SH E E T l 0 �X� i! 1� I� 1 ' PROPERTIE - R - � t l+ 8 5 J 6 = -L STA.19+27.06 � h DETA IL A
n �\ � � t INC � �� � � � STANDARD 'V' DITCH
� � � � I n -� - t ,16+6/J8 � � �'
� FOR -Yl- PROFILE.SEE SHEET l2 END CONSTRUCTION ___ ��I -cl I i� 7 oe +i� rc wi E" � F ,p `o oti �
ti -Y2- STA12+35.00 O � i$� li �, �Noi�a s<a�e,
FOR -YIA- PROFILE, SEE SHEET l3 ��I a� � �_y2 Z� 9� 53 35a �7� �T�TA�� -{ - � oti G°o� oa 1 ��`����
� 1 1 . 8±'�2 P�ri 355. 7J.SO'RT. 3 D � c�o��a
� � �} �. I� 5 45'q�'O Q' E B E G I� P R O A C H S L A B � 2 7 � 3
o FOR -Y2- PROFILE,SEE SHEET l4 I HTR ��, � soa�R �� -L2- .�\ 19+0�1+/- �N � F � � h s= a3i
� � � DDE= 4.8 C.Y. Min. D= 1.0 Ft.
N FOR -RAI- PROFILE. SEE SHEET l5 � � � I��N\ � I � �pp � x MULTI-USE PATH WILL TRANSIT 4 �� FRonn -ri- srn. n� zz To n<ze �Rr�
� -RAI- CURVE DATA -L2- CURVE DATA ��- �i �1��! GR m7� � lN 35'INCREMENTS AT BEGIN B l E DO NOT DISTURB wE DS h`r DETAIL B
� I �7 USE 2:l MAX SLOPES ON SPECIAL LATERAL 'V' DITCH
� FOR ROW PLANS. SEE SHEET 28-4 Pl Sto IO+OOAO Pl Sto 17+59J9 �� i� `� `i � .� � p �R�'E` iN ORDER TO ACHIEVE DESIRE ,�o� �o s����,
-Yl- STA.17+00 TO 17+25 �
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o„ FOR BRIDGE SKETCH.SEE SHEET 28-3 D = 88'08'505' D = l4/9'262' _ - - - i � � = i�ii , gR�-� _ �\ � � � � � „ �
L='iU8.4/' L= 2/5J9' - ia esr _ I `+ o II I -.� y m\ � o��e ,�.� 3� re` `sioae
N 3 FOR ROUNDABOUT DETAIL. SEE SHEET 2B-1 T= 0.00' T= 11027' - � � `g' S 45 Q� �Q E- PARKS UNLU�NTED LLC �� ° ��
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'�" R= 65.00' R= 400.00' �� �I ' I j � - 3 DB 3935 PG 32i �
o� FOR INFILTRATION BASIN DETAILS,SEE SNEET 20-1 V= 35 MPH �� I � I � � � � T Pa 2u Po 55 M��.o= ,.o F�
N� ' FROM -Ll- STA.13+00 RT TO STA. 13+75 RT

� PROJECT REFERENCE NO. SHEET NO.
� �I�ONSTRUCTION /% �ii
� -L2- CURVE DATA -Y3- CURVE DATA -Y4- CURVE DATA 3 S �0+pp�p0 e ����� ��' ��r `e� B-4929 7
� TR/�FF�C Pl St0 43+66.28 Pl Sl0 /0+1520 P/ St0 /4+349/ Pl St0 /1+9388 Pl St0 /2+9837 -n- t92.4o -Y �POT Sto. +48.99 ��� ��� ��� so ar� s ww sHeer No.
NC 210 p= 69'48'47JlLT7 p= 5'08'12.84lLTl p= 64'30'12.46"lLTI p= 56'35'15.0'lRTI p= l3'02'40.4lLTl X� �� i �' ti'� ROADWAY DESIGN HYDRAULICS
-Yl- POT Sto. t , �� ��, 1
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Q PHi�uPs �allo ♦ c o i �
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