20150955 Ver 2_CAMA Application_20160315

���K
i ..:5:
PAT MCCRORY
c�,.��,��,�-
DUNALD R. VAN DER VAART
s�-�,�r«„
(:'a:�sttc� Mtinr�get�zen t
Ea}Vf-;JN('4EN".AL G71RLlTY
March 10, 2016
MEMORANDUM:
TO:
FROIVI:
SUBJECT:
Applicant:
Project Lo¢ation:
Proposed Project:
David Wainwright or Mason� Herndon
Division of Water Resources
Cathy Brittingham
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
NCDOT-T.LP. No. B-4929
BRAXTON DAVIS
Direcmr
Pender County, at Bridge No. 16 on NC50/NC210 over the AIWW in Surf
City.
Proposes to replace Bridge No. 16 including roadway approached and utility
relocations.
Please indicate below your agency's position or �iewpoint on th,e proposed project and return this form by
March 30, 2016. If you have any questions regarding the proposed project, please contact Stephen Lane,
Permit officer at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects. to the project for reasons described in the attached comments.
DATE
DL�C�[��a[�
<�::�`������� �rs� ���,..�., D
� � ��K 1 5 2016
State of North Carolina � Environmenta! Quality � Coastal Management
400 Commerce Avenue � Mocehead City, NC 28557 QENR - WATFR RESOURCES
252-808-2808 � 252-247-3330 (fax) '(�SPORTATION PERMITTING UNi�

�' + � � �� r ���' `'� � a ;� � R- r. T � i�,� �� n� � �� � Q; ,s ,$'� '"
� . �_ �., _ , a �i � +� �.._ �� c.� �e. L '� � � �� �
•
Check# ����'� �� �'].s. 1. I
t� � ��
Amount $_ � �
�� � I�- �.� z..� r� i��� f�� i E
,� ��
�.,�i
Project Name:

� � DIVISION OF COA5TAL MANAGEMEl�TT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: The project is located at Bridge No. 16 on NC 50/NC 210 over the
A.I.W.W. in Surf City, Pender County (T.I.P. No. B-4929).
Photo Index - 2006: 25-6582 (I-X, 13-18) 2000: 25-330 (A-O, 6-11)
State Plane Coordinates - X: 2,436,505 Y: �50,856
Latitude: 34°25'S0" N Longitude: 77°33'09" W
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visits — February 16, 2016
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete: February 18, 2016
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Surf City
Land Classification From LUP — Urban WaterfrontlConservation
(B) AEC(s) Involved: EW, PTA, CS, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A Planned — N/A
(F) Type of Structures: Existing — Bridge for public use
Planned - Bridge for public use
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
�
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Open Water Shaded 91,750 sf
(B) Coastal Wetlands 361 sf Temp. 145 sf Mechanized Cleazing 523 sf
. Hand Clearing 5,228 sf
(C) 404/401/Isolated Wetlands 727 sf Perm. 24,829 sf Mechanized Clearing 7,754 sf
Temp. 1,598 sf Hand Clearing � 13,939 sf
(D) Submerged grassbeds Shaded 750 sf
E Hi h Ground Disturbed b ro'ect 278 078 sf
(F) Total Area Disturbed: 425,682 sq. ft.
(G) Primary Nursery Area: Yes Secondary Nursery Area: No
(H) Water Classification: Topsail Sound/AIWW - SA, HQW Open: Prohibited areas in project area.
8. PROJECT SUMMARY: The applicant proposes to replace Bridge No. 16 on NC 50/210 over the
Intracoastal Waterway on new location in Surf City, Pender County, including
roadway approaches and utility relocations.

FIELD INVESTIGATION REPORTe ■ �
N.C.D.O.T. — Topsail Island Bridge
PAGE #2
I�iARRATIVE DE5CRIPTION:
Project Setting
Bridge No. 16 carries NC 50/NC 210/Roland Avenue over Topsail Sound/Atlantic Intracoastal
Waterway (p�IWV� within the Town of Surf City in Pender County, North Carolina. Bridge No. 16
is one of two access points onto Topsail Island, the other being Bridge No. 28 at North Topsail
Beach. NC 50/NC 210/Roland Avenue is a two-lane road at the project site that allows for the flow
of traffic between Topsail Island and points west such as Interstate 40 and Holly Ridge. The bridge
also carries NC Bike Route 3 across Topsail Sound. NC 50/NC 210 is the major hurricane
evacuation route for the Town of Surf City.
The project begins at the intersection of NC 50/NC 210/Roland Avenue and Little Kinston Road
on the mainland, then crosses over Topsail Sound and the AIWW, and reconnects to the existing NC
50/NC 210 on Topsail Island in the vicinity of North Topsail Drive. The area on the mainland side
of the bridge is a mixed use area with residential homes and a few businesses, most of which include
docks to the water. A 400' to 500' wide swath of Section 404 Wetlands and Coastal Wetlands
separates Topsail Sound from the high ground area in the vicinity of Little Kinston Road. A shallow
water access channel in Topsail Sound and on the west side of the AIVVVV provides access to the
docks �on the mainland side of the project. On the island side of the project, the area immediately
beyond the bridge includes a private campground on the north side of the road and Surf City's
Soundside Park on the south side of the road. The project areas to the west and south of Soundside
Park include large areas of Coastal Wetlands and dredge spoil islands. The eastern terminus of the
project lands within the business district of Surf City. Elevations in the project area range from 0 to
8 feet above the normal high water level of Topsail Sound. Utilities in the project area include
electric, communication, cable, water, and sewer lines.
Bridge No. 16 was constructed in 1955 and is 463' in length and 32.3' in width. The bridge has
24' of clear roadway and a 3' wide sidewalk parallels the travel lane on each side of the bridge. The
bridge has 6 fixed spans of approximately 35' each and a swing span of 254'. A bridge tender's
house is attached to the north side of the fixed portion of the bridge. The bridge is eligible for listing
in the National Register of Historic Places as an early example of a riveted Warren through truss,
swing span bridge. There is a wooden fender system and navigational lighting located under the
center of the bridge to guide boat traffic through the bridge opening. The horizontal clearance
through the bridge is limited by the fender system to 94.5'. The vertical clearance underneath the
bridge .is 13' with the bridge in the closed position and unlimited in the open position. However,
overhead powerlines adjacent to the bridge limit vertical clearance to 81' . There are no stormwater
runoff controls on the bridge, therefore stormwater off the existing bridge drains directly into the
AIWW.
The bridge received 13 out of a possible 100 points during its 2012 sufficiency rating. The bridge
is classified as structurally deficient and functionally obsolete.

� FI�I,D Il�TV�ST�GA�I01�1 REPORT:
N.C.I).O.T. — Topsail Island �ridge
�AGE #3
Topsail Sound is classified SA; HQW waters by the Environmental Management Commission
(EMC) in the area of the proposed construction and is a part of the White Oak River Basin. The
N.C. Division of Marine Fisheries (DMF) has classified Topsail Sound as Coastal Waters and has
classified it as a Primary Nursery Area. The majority of Topsail Sound is open to shellfishing,
however, the areas immediately adjacent to the existing bridge have been closed by the Shellfish
Sanitation Section of the DMF. At the project site, Topsail Sound is over 2,500' wide, although it is
constricted by passage through the bridge opening. Water depths in the area range from -1' to -17'
below normal low water level, with the maximum water depths of -15' in the AIWW channel.
Submerged aquatic vegetation (SAV) has been documented growing in the project vicinity.
Project Proposal
NCDOT proposes to replace the existing Bridge No. 16 over Topsail Sound/AiWW. The project
involves replacement of the existing swing span bridge and related approaches with a high level
fixed bridge on new location approximately 1,000' to the south of the existing bridge. The applicant
has designed the project to maintain traffic on the existing bridge during construction of the new
bridge.
To facilitate the construction of the bridge, a 30' wide x approximately 3,700' long temporary
work bridge would be built along the south side of the proposed bridge location, with the exception
of a 120' long gap over the AIWW channel. The work bridge would include multiple 30' to 60'
wide x 60' long fingers to provide access to the proposed bridge bents. The low chord of the work
bridge would be set a minimum of 2' above the Mean High �1Vater elevation of Topsail Sound, with
the exception of a 30' section on the west side of the AIWW channel that would provide 12' of
vertical clearance for small craft passage. The applicant has also proposed to use barges in addition
to the work bridges along the portions of the project with water depths sufficient for their use.
The new bridge as proposed would be 3,773' in length, and 50' to 64.5' wide, which would be
approximately 3,310' longer and 17.7' to 32.2' wider than the existing bridge. The new bridge would
consist of twenty-nine spans with a maximum span of approximately 150' over the AIWW channel.
The bridge would be constructed with two sections. The first section from STA. 19+27 to STA.
54+25 would have two 12' wide travel lanes, two 7.5' wide shoulders, and one 10' wide multi-use
path separated by a 1' wide concrete barrier. The second section from STA. 54+25 to STA. 57+00
would have two 12' wide travel lanes, one 7.5' wide shoulder, one 4' wide shoulder, one 12' wide
turn lane with a 6' wide shoulder, and one 10' wide multi-use path separated by a 1' wide concrete
barrier, to allow an additional turn lane onto the island. The bridge would also have 54" tall bicycle
safe railings to improve safety for bicyclists crossing the bridge.
The bridge would be elevated a minimum of 6' above the Coastal Wetlands near the ends of the
bridge, and gradually rise to reach its maximum height at the AIWW channel, where it would have a
65' vertical clearance underneath the bridge. The bridge has been designed to have a minimum of
120' of horizontal clearance through the bridge at the AIWW. The bases of the bridge would be
stabilized with vertical retaining wall structures to reduce impacts from the project. The retaining
wall on the mainland side of the bridge would be approximately 260' in length, while the retaining
wall on the island side of the project would be approximately 210' in length.

FIELD INVESTIGATION IZEPORT:
N.C.D.O.T. — Topsail Island Bridge
PAGE #�
The bridge would be connected to the existing roadway on the mainland side of the bridge with a
roundabout constructed at the intersection of Little Kinston Road, Atkinson Point Road, and NC
50/NC 210/Roland Avenue. Approximately 500' of Roland Avenue and 350' of Atkinson Point
Road would be relocated to tie into the proposed roundabout. Additionally, a cul-de-sac would be
constructed on Roland Avenue at 590' northwest of the existing bridge. The road relocations would
allow a 40'wide x 300' long section and a 30' wide x 590' long section of existing pavement to be
removed from Roland Avenue, as well as a 20'wide x 100' long section of existing pavement to be
removed from Atkinson Point Road. An 80' x 300' area of Section 404 Wetlands would be filled
during the road relocations. To allow for the construction of the roundabout, approximately 600' of
temporary detour roadway would be built to allow traffic to continue to flow on Little Kinston Road,
Atkinson Point Road, and NC 50/NC 210/Roland Avenue.
To connect the bridge to the roadway on Topsail Island, a roundabout would be constructed on
two vacant lots on the west side of NC 50/South Topsail Drive, approximately 300' south of Roland
Avenue. The roundabout would be constructed with two legs, one heading north and connecting to
NC 210/Roland Avenue, and one heading south connecting to NC 50/South Topsail Drive.
The applicant would construct a cul-de-sac at approximately 300' southeast of the existing bridge
on Roland Avenue after the new bridge is constructed. The existing bridge embaukment and
pavement between the existing bridge and cul-de-sac would be obliterated. A 10' wide multi-use
path would be constructed on the south side of Roland Avenue from the cul-de-sac to the multi-use
path on the new bridge.
Stormwater from the bridge would be captured and treated from all portions of the bridge where
the low chord of the bridge is less than 12' from the Mean High Water elevation. The captured
stormwater would be treated in three separate infiltration basins, one on the mainland side and two
on the island side. The basin on the mainland side, Basin No.1, would be located immediately west
of the bridge and would be approximately 110' wide x 120' long. On the islarid side, Basin No. 2
would be located 100' northeast of the base of the bridge and would be approximately 40' wide x
150' long. Basin IVo. 3, also on the island side, would be constructed immediately to the south of the
bridge and would be approximately 40' wide x 170' long. Four inch diameter deck drains spaced on
12' centers would be utilized on all other areas of the bridge to eliminate excessive stormwater
spread on the bridge. Additionally, stormwater drainage pipes draining to wetlands have been
proposed on both sides of the project to eliminate stormwater spread from the roadways and
roundabouts. The NCDOT has also proposed to clean out an existing pipe currently within the road
Right-of-Way (R-O-V� in Coastal Wetlands to restore the hydraulic capacity of the pipe. This will
require a limited amount of hand clearing in Coastal Wetlands.
Multiple utilities would be relocated in conjunction with the proj ect. Approximately 1,970 feet of
10" water line, 1,000 feet of 6" sanitary sewer force main transitioning to 12"sanitary sewer force
main, 560 feet of 10"sanitary sewer line, and 1,570 feet of overhead powerlines would be relocated
on the mainland side of the project in the vicinity of the proposed roundabout. Additionally, 1,080
feet of overhead powerline, overhead telephone, and overhead cable line would be hung temporarily
on a new set of poles 30' south of their existing alignment on the southwest side of Roland Avenue.
The temporary utility lines would be shifted back onto a new set of poles approximating their
original alignment after construction of the bridge project. The construction of the roundabout on the
mainland would also require the relocation of 1,400 feet of underground fiber optic utility line. On
the island side of the project 285 feet of 8" sanitary sewer main, 275 feet of 8" sanitary sewer force
main, and 275 feet of 12" sanitary sewer force main would be relocated.
�

� F�I,D IN��TIGATI01�1 REPOI�T:
Ia1.CoI)oO.T. — Topsail Island Briclge
PAG� #5
After the new bridge is constructed, the NCDOT would record the existing condition of Bridge
No. 16 and its surroundings in accordance with the Historic Structures and Landscape Recordation
Plan and submit the result to the N.C. State Historic Preservation Office to ensure there is a
permanent record of the bridge. The NCDOT would also include photographs and a narrative history
of Bridge No. 16 in the inventory of bridges on a public website NCDOT is developing. The
existing bridge would then be completely demolished and removed from the project site utilizing
Best Management Practices for Bridge Demolition and Removal.
r�nticipated Impacts
The proposed bridge project would require permanently filling 24,829 sq. ft. of Section 404
�,Vetlands, and require the excavation of 436 sq. ft. of Section 404 Wetlands. It would also require
1,307 sq. ft. of Section 404 Wetlands be tempoxarily filled and 7,754 sq. ft. of inechanized clearing
in Section 404 Wetlands.
A 216 sq. ft. area of Coastal Wetlands would be excavated for the construction of the ditch at Site
5. The construction of the end bent on the mainland would result in 87 sq. ft. of inechanized clearing
in Coastal Wetlands. The installation and cleaning out of the pipes on the proj ect would result in the
hand clearing of 959 sq. ft. of Coastal Wetlands and mechanized clearing of 436 sq. ft. of Coastal
Wetlands.
The installation of utility lines on the project would result in 291 sq. ft. of temporary fill, 291 sq.
ft. of excavation, and 13,939 sq. ft. of hand clearing in Section 404 Wetlands, in addition to 145 sq.
ft. of temporary fi11,145 sq. ft. of excavation, and 4,356 sq. ft. of hand clearing in Coastal Wetlands.
The bridge would shade 91,750 sq. ft. of open water, including a 750 sq. ft. area of submerged
aquatic vegetation. The project would also result in a total of 278,078 sq. ft. of high ground
disturbance, including the grading and paving of the new bridge approaches and the relocations of
several roads.
The Division of Mitigation Services has accepted responsibility for providing mitigation for
32,670 sq. ft. of riparian wetland impacts and 2,178 sq. ft. of Coastal Wetland impacts as indicated
by their acceptance letter dated February 10, 2016.
No additional closures of shellfishing waters are expected in association with the proposed
proj ect. A localized increase in turbidity can be expected during the in-water construction portion of
the new and temporary bridges, and the removal of the existing bridge.
The vertical clearance through the proposed fixed bridge over the AIWW would be 65', a
decrease from the unlimited vertical clearance of the old bridge in the open position, however, it
would be an increase of 52' when compared to the old bridge in the closed position. The proposed
bridge would allow an increase in the maximum navigable width from the current 94.5' to the
proposed 120' . Navigation clearances along the channel would be maintained in their current state
while the project was underway since the temporary work bridges would not cross the channel.
This project followed the NEPA/404 Merger Process and received input from multiple
governmental and regulatory agencies. A multitude of efforts have been utilized to minimize and
avoid impacts from this project including but not limited to the use of 3:1 fill slopes in jurisdictional
areas, the use of a retaining walls at the end bents, lengthening the bridge 100' on the island side,
avoiding direct impacts to an area of submerged aquatic vegetation, committing to an in-water work
moratorium from Apri11 to September 30, the use of hand clearing instead of inechanized clearing in

FIELD INVESTIGATIOI�T gtEPOIaT:
N.C.D.O.T. — Topsail Island Bridge
PAGE #6
wetlands where practicable, and multiple project redesigns to minimize impacts to the natural and
human environment.
The public is expected to benefit upon completion of the project by the increase in the efficiency
and safety of the new roadway and structures. The proposed fixed bridge would eliminate the stop
and go traffic associated with the current swing span over the A1WW. The proposed highway design
is expected to decrease travel times for vehicular traffic in the project area and allow a temporary
configuration for three 11' wide travel lanes for egress from the island during a hurricane evacuation.
It is also expected to create less of a delay for the boaters transiting the AIWW who currently have to
wait for the bridge to open. The addition of the bike lanes and multi-use paths along the sides of the
bridges are expected to reduce vehicular/bicyclistlpedestrian interactions and thereby increase the
safety for bicyclist and pedestrian users of the system.
Submitted by: Stephen Lane —Morehead City District — March 9, 2016

' �t
, � �'�: _;
. F.y ,
•'� �A' ±�
!
Transportation
February 4, 2016
Wilrnington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
AT7N: Mr. Brad Shaver
NCDOT Coordinator
PAT McCRORY
Governor
NICHOLAS J. TENNYSON
Secretary
N.C. Dept. of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
ATTN: Mr. Stephen Lane
NCDOT Coordinator
Subj ect: Application %r Sec�ion 10 Permi�, Section 4�4 Y�egional General Permat
198200031, Nationwide Permit 12, Section 401 �Vatep QualYty Certification,
and CAIVIA.16�Iajor Aevetopment 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-foof, swing-span bridge no. 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 tota10.72 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, pennit
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
docurnents 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 Section 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
�Nothing Compares�_
State of North Carolina � Department of Transportation � PDEA-Natural Environment Section
]0?0 Birch Ridge Dnve, 27610 � 1598 Mail Service Center � Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F
� �,�-� � �{,—r �;� � ��,. ..,
� `d �,� �.,� FF�.:...— G �i`� i_.z r_-v- �
��B � � 2G�16
��'� � - } 1�R� � �6; fh^ ��1� � & ��^2_ ! vJ�..���
!

be authorized under Section 404 Regional General Permit (RGP) No. 198200031 (NCDOT -
Bridges) and the utility relocations under a Section 404 Nationwide Permit (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 numbers 3884 and 3886 will apply
to this project. NCDOT is requesting written concurrence from the North Carolina Department of
Environmental Quality, Division of Water Resources.
, CAMA Major Development Pertnit: NCDOT requests that the proposed work be authorized
under a Coastal Area Management Act Major Permit. Adjacent riparian landowner certified mail
receipts 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].
Enclosures (9)
Sincerely,
`� �
�' Richard . Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
� ;, ;, - � A� i�i�-_.�'-' � '� ;� r'=� "�—�."
�3 a : _. `".�.`:� ;'�, �? :� � .-� :_.��
���} � � �ui�
���;� c` f3 � e:i a r'� ;u, i� :yl..���,
�y�,�.�� ����� ���'

DC`M MP-1
� � , ;
APPLICATION for --� -:
Major Deuelopment Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Applicant 1: First Name MI
Richard W.
Appiicant 2: First Name MI
Project Name (if appiicable)
B-4929 (40233.1.1)
Last Name
Hancock, P.E.
Last Name
If additional applicants, please attach an additional page(sJ with names listed.
Mailing Address PO Box
1598 Mail Service Center
ZIP Country Phone No.
27699 1598 USA 919 - 707 - 6156 ext.
Street Address (if different from above) City
Email
[e-mail]
C ity
Raleigh
FAX No.
State
State
NC
ZIP
2. AgenbContractor Information
Business Name
AgenU 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>
=:n. � � Zu i`u
,� ,� -
�s°�-�i���•�s�b:� -;:�����i���r ; t:aYr�:, ._.,�c�.,"�,�.t�-;�-s:��Esa�,r ,�,;�

- - Form DCM MP-1-(Page 2 of 4)- - - - - -- - - - - - APPLICATIOM for --� �
Major Development PermiY
3: . Projecf'�ocagion � . • � " - �
County (can be muitiple) Street Address State Rd. #
Pender NC-50/NC-210
Subdivision Name City State Zip •
Surf City NC 28445 -
Phone No. Lot No.(s) (ifmany, attach additionalpage withlist)
- - 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 waferleve!)
(If many Iot 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, comrnercial, agricultural and recreational
uses.
g. Identify and describe the existing land uses adiacent 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?
r,-:- , '",, ),� ""`� r�;7
_ '�i . " '�'!�� k�_� .. � t�
'� � �'� '��� �" <Forrn continues on next page>
�' �" � �� � �' �i � �i
�v A•.��,�3,w���;��_3:;:: ,�"'#����'�-������ �" .. :#���sr.t,�s�m��.�<�f���a�a���a��.�?�;�
`,�' �a . J 3 `. _ � i� .. - ' .

, F'orm DCM MP-1 (Fage 3 of 4)
APPLICATIOM for
Major Devefopment 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
(Aftach documentation, if available)
n. Describe existing wastewater treatment facilities. '
Private - several septic systems in use within the 7own 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. Severai private businesses have on-site underground stormwater detention systems. ,
5. Ac�fvi�ies anal lrnpacfs � - �
a. Will the project be for commercial, public, or private use? ❑Commercial �PubliclGovernment
❑Private/Community
b. Give a brief description of purpose, use, and daily operatiohs 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 (AAD� 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 forthree 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 rnulti-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? 7,9 ❑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 wetiand? �Yes ❑No ❑NA
If es, will this dischar ed water be of the same salinit as the receivin water? �"� ^
y g y g ❑Yes �NO ❑NA i��,' "r�' �,a �., i�
� � �----.
j. Is there any mitigation proposed? �Yes ❑No ❑NA
If yes, attach a mitigation proposal. � r?� �y �
�:i',�.'�-Y�+�?�.��y''�:3 �0 5-�.�is.$.•u�s£`-�,�`',.'��.''��� ., 'P}��Eiu�ir.$3u°c.."7c"3.����z.°x.xs"@��:ge.?:�€.'?Er.4l�»
<<J' E�_� �'� -
�����1
st �.'�1 ' � �h : i':. , l�� SI ;s- �.. ''�
4_.n u

-Form DCM MP-1 (Fage 4 of 4)
<Form continues on back>
-APPL-ICATIOfV for �
Major Development Permit'
6. A, di�e,teo►ial In�orr�iafion � , . �
In addifion,fQ this ;completed application form, (MP-1),tl�e following items below, �if applicable, musf be:submitfed in order-for the'applrcation
package fo be complefe: -Ifeins (a),- (fl are always'applicable to any major develop'menf application, Please consult the applicafion ,
instr'uction booklet on how to properly prepare fhe re"quired iteins 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, clearly 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 piats 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. ,
Acldress � . � � �. , � � � � � � � � .
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 v 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 Notth Carolina Environmental Policy Act.
�7, Ceitification and Permission to Enter_or► 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 thaf the information provided in this applic tion is truthful to the best of my knowledge:.
� 1' %/ :+—,T1 f„' t=.,�, —�a
Date D�a`� �'LQ�b Print Nam ^- �� �� � r h G'IDt;���. �-�t� .� 4� 5. ��^{�'r '"'•, --��1
- .�, : _h
- signature � �'�"' � � � � � � � � ��
j�; rr� :, {,
Please indicate application attachments pertaining to your proposed project. � e� �,,j� �'- .� •, 4�; „_,- q=; ,( ,
�` � ;r'.,
❑DCM MP-2 Excavation and Fill Information �DCM_MP-5 Bridges and Culverts -"-5" ��� rY
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
��=�•�€3�-���� ,. ����;�.�a��;����"� ,. �r+�v�.�+�w.n�s�3�E:�aa:����re��n=�en�f

� Fowm D�Nd i�P-�
� ��ID�E� ��d 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. .
9, -�RIDGES � � � � " ' -�� �. � :, ❑This section nof applicable
a. Is the proposed bridge:
❑Commercial �PubliGGovernment ❑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 existin'g bridge: 32.3 ft.
(iv) Navigation clearance underneath existing bridge: 15 ft.
� (v) Wiil all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge will be removed, to
include the fender system.
9• Length of praposed bridge: 3773 ft.
i. Will the proposed bridge affect existing water flow? ❑Yes �No
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.
b. Water body to be crossed by bridge:
Topsail Sountl
d. Water depth at the proposed crossing at NLW or NWL:
2ft.-17ft.
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?
(Expiainj
h• Width of proposed bridge: 50 ft.
j. 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 (MHV1n 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 •
�• Height of proposed bridge above wetlands: 6 ft. - 65 ft.
�. f-='.,�;^� �t 5 .�
`� ; _. � � ��-_� �' '`i tr_ �,��
i �� � "� �Q��
�� .�a �� !3 m• r, u^ - s 4�
I�-��4r.�wy�`� uq:�tl m'4�.r n�ri'�1 .v��C
���-��➢r..��;�3� ,. �-€���-�����x��"a .. ��€r,�€�a.es�;��a��a�a4�:„���� � ?_ � ���i� i&�l�S/£��S
�� €33__.PY�3 s" �s~

- - a �€; �� ���.�- ������ 'y��°��.���� ��?� ����c��s��, ��a�e � �� �;#
2, � CULVERTS
e� Number of culverts proposed:
c. Type of culvert (construction material):
�This section not applicable.
b. Water body in which the culvert is to be placed:
< Form con4inues on back>
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
_ ❑Yes ❑No �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 af proposed culvert:
h. Height of the top of the proposed culvert above the NHVV or NWL.
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)
0
9• Width of proposed cuivert:
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, , EXCAVA.TION "and F1LL ' ❑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 (C1l1�, 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
`� '� �-_ � � u T 1f\ .� J^9 � _
�r :'-�-� ��"`--� �� a� ;�;`� and treat stormwater discharge from this pipe before it
[, _ t_= �•� � ���, i< _
enters coastal wetlands.
�
��� � 3� 2�i6
�"n F%�� i' F �f'`� ;�' �� ]¢�.✓
t7�.f ,,,� ., ly � �� i �'u � . i �w�. '�,' :7 d �
?��-��3�-�E���3 .� �9-���;•«���;4a�� � .. �rs���.�aa:�m��,�;�l�ua�.a���s�o^s�.�aw� �a�s� ;��; �C�i��sl��
r

' ��� �`�� ����� ��H��� ��sF€�����-�r�s ���������, ���� � ���� - -
a
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 (lfno, attach a lettergranting permission from ihe owner.)
(iv} Will the disposal area be available for future maintenance? ❑Yes �No
(v) Does the disposai area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑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 fo be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4: GENERAI L
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 (CV1�, 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
t� y; �''; ,c� � � = ,, �
'�^a `. �,s, " �3 ��� ��
� ��
'��� �'� 43 %���'
�
"�' � "` .
__° :-� v�y'i�=� `;h. '�.'v �;'�, f-- : - �
� � �+ d �.� ��,. � y' ��
a. Will the proposed project require the relocation of any existing b. Wiil the proposed project require the construction of any temporary
utility lines? �Yes ❑No detour structures? ❑Yes �No
If yes, explain: See attached Utility Plans If yes, explain:
������3�-.���� .. �-:,��-����:��� .. �=��+,r,���o������r��ea�����s�sa�,�ae� ;��a�es�, ��J2�ili��

�����-���� ��'���� :���o���r ��� �a���r�:a���, ���� .��^ �S �,3,
• . ,
If this portion of�the proposed project has already received
app�oval from local authoriiies; 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,
dragline, backhoe, or hydraulic dredge)?
Pile driver, work barge, temporary work�bridge, crane, high-
reach bucket truck.
g. Wili the placement of the proposed bridge or culvert require any
shoreline stabilization? � ❑Yes �No
lf yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
�'�= �: 201�
Date ' . �
.: �_ ��.2`� �
Project Name= �
�� �;��a
�'Q F1 Co G kf , . - ,,
App�• • tN ; e � • . . _ •_ -. .
_ \,"�;.� � �,
Applicanf:Sign re � � ' _ ' . -
f. Will wetlands be crossed in transportirig equipmeni to projeci site?
�Yes ❑No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Temporary work bridges and barges.
'���-�£��������, :-���-4������' .. ��r��,��,�����::4��sx������a�c�s��tan�; .•��§���: ��i��al��

�-4929 �lEU Ei�VIRONIi�iENTAL P�Rf�lIIY �ARR�TI!/E
The To�vn Of Surf Ci�y(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 tu rns 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.
IVo environmental impacts are propos�d by installatiQ�� nf eit!-ier c�f these �ro�?osed 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.
c� �., ��:,,
51�� �`� � � ' ' / 1 �"' '✓ �
� �.i _�w i�J .� � .. ,�i f.:=."1. �-
�i�.� � u ZQl�
i'—" ��'.� ",>'ri .' �,�_ %�'� :t�. ,�.,�o� y
�1�� • � .. 5 � u .. . J ,.e. n

The Town Of Sur# Ci4y (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 atY2-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. fVo environmental
impacts are caused by the installation of the proposed 6"/12" force main.
There is a prapose�i 10" sar�itary sewer that traverses irorn a manhoCe at Y2-Sta. 32+1b•a�d
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.
��Y,r� ;=`�s-=•,��r �-�
Ei _ .�� _:�• �u � ,+ � . - �,
u .__-„ �_:,�
�E� �� � 20��
��' �� ���,;� � : . . ,u � .� =3 u ��

�
On the Topsail Island sitle 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.
� � ti;l''',,� 3 _. _ _ .�,�
�=�3 � s� ?r16 —
i'=''�� � _ �� � - - " � - rt,:�
�
- � �� �. .0 � �

Jones Onslow Electric Membership Cooperation has Transrnission 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 znultiuse 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
xequired 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 Bruce Sheldon 252-223-6411.
� ; n ____ "', r� � z� _� � .
� , . �, __� ._°. � � �_� .._��
��� �� �c�s
4`�t- - ,, - -.�,�
!+._�- _s � _3'',' - . . ,. ;j•�:l '�_ -�, , . �

�
`�,3�
� �
��
�� LL
�;; �'��,�,� ���r� ��:�
t��a�i�v
PAT MCCRORY
DONALD R, VAN DER VAART
Febnzary 10, 2U16
Mr. Richard ��. Hancock, P.E.
Project Development and Lnvironmen:tal Analysis Unit
Norlh Carolina I}epariment af'T'ran,sportation
I_548 .Mai( Servicc Center
Raleigh, North Carc�Iina 27699-1548
Dear Mr. Hancock:
SuUject: A�litigeiaon Acceptance Letter:
B-4y29, Tapsail Island, Replace Bridge Number 16 on NC 50/210 over the Intracoastal
Waferu�ay, Pender County
The }�urpose �Cthis letter is to notify you t�iat che Division oEl�4itigation Services (DMS} will providc the
compensatory wetland initigation for the subject praject. Based on the information supplied by you on Fehruary 9,
2016, the impacts are located in CU 03030001 of the White Oak liiver basitt ui the 5outhern Outer Coastal Plain
(SC)CP} Eco-Region, aud �re as foIlows:
«'hite Oak Stream Wetlands 23uffer (Sq. Ft.)
0303UUU1 Non- Coastai
g��P Cold Cool Warm Riparian �p�an Marsh Zone 1 7...�ne 2
Iulpacts
� {feet�acres) 0 U U U.'72 0 �.45 Q 0
�h _
��,..w v. «�c aucaiu �x4urc�i w���,.d„u 4u�pacGs may oe proposea co he miugated at a 1:1 mit�gat�ot� ratio. See pern�it
applicatian for details,
This mitigation accepLance letter rcplaces t6e mitigation acceptance letter issued on FeUruary 9,
201G. DMS ce3mmits to inzplatnenting sufficient compeusatory xiparian wetland and coastal marsh n�itigati�n credits
io offset the impacts a5sociated with this project as determined by the regulatory agencies in accordance wid� the ln-
Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, tt�en this mitigation
acceptance letter �r�ill no longer be valid and a new mitigation acceptance letter tvill be required from DMS.
cc:
If you have any questions nr need additional informati�n, �lease contact i3eth Hannon at 919-'707-8420.
Sincerely,
�1 ' t
. -'�
I t : � :,A j
� 1 —.. '
�� � - _� -�:_r�, r � � - �;,�,;
..r.(� _ y,.1'�-•}... �/�.\
i
James 9;3�: Stanfill
Credit Management Supervisor
Ms. Brad Shaver, L7SACE — R'ilnungton Regulatory 1'ield Office
:VIs. Amy Chapman, NCDWR
File: 13-492� Revised
... 3 77 � i�•� i� i':• 1. ��x : E a� P b-'3 ..,.-•.,..,!".
Staieci Nc�th�;tr4:ina � Environ;i�ent�l:�u<::ity
,5n1 Y':�,!Se;vice�e^Crr . Fri�iqp,,;dorE'r�Carol'ne27b441%0?
�i 7 4- � p �..ri5,;:^�
� _ �.� � �
s�:. x � h
', ��.� � � Z0��3
������� s�mN� ����
l, �
�,;�'�T ,� �. 4' h; -.0 ` � '°^Y `- ". . - . � �. _.. �� . .
.= 4 �. ��- ^� " � "
� "- 3.a ,, e4 3 e ,.F�C ". � .

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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)
Tem ora T
W1 � P � T roadway riparian � Yes � Corps 0.01
❑ No ❑ DWQ
roadway, riparian & coastal � Yes � Corps
W2 � P❑ T infiltration basin, 0.16
bridge approach marsh ❑ No ❑ DWQ
W3 � P � T roadway riparian � Yes � Corps 0.55
❑ No ❑ DWQ
W4 � P 0 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
�.�1���� ���,���
�.; � �_
��� f�
; �� �. � zo�,� �
� ���� ����� �'a��
Page 5 of 11

n. _ .
3c. Comments:
4. Complete if fiflaking 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
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 1.44 acres
4f. Non-riparian wetland mitigation requested: 0 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 fViitigation Plan
❑cold
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. �uffer iNlitigation (State Regulated Riparian Buffer Rules) — required by DVUQ
6a. Will the proje�t result in an impact within a protected riparian bufFer that requires I❑ Yes � IVo
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.
Zone
Zone 1
Zone 2
6c. 6d.
Reason for impact Total impact Multiplier
(square feet)
3 (2 for Catawba)
1.5
6f. Total buffer mitigation required:
6e.
Required mitigation
(square feet)
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11

Lane, Stephen
From:
Sent:
To:
Subject:
Attachments:
Stanton, Tyler P
Monday, March 07, 2016 2:15 PM
Lane, Stephen
B-4929 VC
B4929_USCG.pdf
The attached structures plan (which was submitted to USCG) shows the horizontal clearance is 120'+
Tyler Stanton
Environmental Program Consultant
NCDOT, Natural Environment Section
919 707 6156 office
919 212 5785 fax
tstantan @ ncdot.gav
1598 Mail Service Center
Raleigh, NC 27699-1598
� _�.
r�:
�
f
::hi
x� t,�$k
_ �,.."�$_� —.3� ¢ _ 3 n g � A` �: iy � R 5 �, �S,�d-'e._� f � :5 . .. — .
5
Email correspondance fo and from th,s address is subject ta the
North Carolina Public Records Law and may be disclased fo third parties.
Email correspondence to and frorn this sender is subjec! to the N.C. Pubiic Records Law and may be disciosed to third parti�s.
�<���, � ��. �.
�y�'a� �,� � ��.� � �
� � ���� .� ��� �� �� � ���,
i

S��' S�3EET 3't�F 7
154i'-4"
ALt�t�G St3RtrEY LiN�
80- � _.— ____._._-
r�- __..-�-�_� — -----•
so- `—"
��'-���t�z�r�a.tuti4, v�tz�����-.�,,
&0 - ai_Et�RA4i�� ��bV� �i,H.eY.
40 -
OSt3�' �t5£� = fIH3'
3i} -
"24 -
� � � ��
�–_..w__.–• --- •-�._._ _
14 ^ i f{ - " -�^- -. _ _ _ ... ._ �
I� � �
� ' � +Le
� �'
,� _ � �v .
�IOFEc �iV�#iiflN� ARE �F&�3Vdt� Z� �EC�t,f�.L FE�T
4i��'El�;i; Pllt'�t7 �988�
+r�r�. � � ' �=- =--- �
`""'-'"-�-' = a
� $$wv� � t
f g� � r tc
�MI�, 1 #,:�f ' ��._.�„��_�_..`�iF;
3 �E�4��'f. %c. -3.bt7{7tb"l. P3 = 3�i }5�3,�0
_"�'�."""' �E.'= �i.3Q'
WC = 4��5'
12tI'-0"
�
�,t.�.w. �.1,as
� _ _� .
� � �j � � 4Z �j � O y
w � ��'' � q' ��,. �t� ��' �
k7 � �u �, �,' � ��,; � °''
�;�
ELEt�A�TC��i
a �n�as����� �r��r�A� 7o c�r�E�.
� i .
� �zoy-c� �.-----
�--`'��v��a�������
�Y�yi}.ailE�+ �L�A�AtdCE �EitrEE
�
;y�a �
��L' 'e�i�ii V C L.r.�}�d� I:J✓�V
�.}
a = ���4a��� �M�&�r.� � y b ��
�. � �Qtta•��.�� � � �;
#�d, }�ty $ T ; �5� 4F� �. .f�� � t�1 �
��.,��`7 � w i:�7Q.00' �� � ��
�° ��,y
'�I� � � �
� �
�s"@
�
:aa es soo
sc�c.� s>r Eeer
SEE SY�EET 3 CF 7
hsAX; i4AVE CR�ST
���1. = k�.l'
�:iTL EEE�f. _ -E7:�iS' .
—^- �ww
,� �i
M �, � _ _ .,�—.�r -- '" " � _ _ � _ _ �
{
�
� � �' �
� 4� Gs lir
� ���,,.�--
� �� �'��
� f.--
�� .�-
'� __.__.___------�
������i�r�rr����
,,�,�`�`��,`C'� ����',�����'�
� ��9�"���,�5/� ���„'"�'.,-
"' y �. +:T��� � +' �
� q fi�����7 � ..�.
n
�
��
StaEe t�f �lorfi� Car4i€�t�
k7apar�enY aE'ira��arfaz�z
€�an. r;c
F'mpcase�' �rid��*
NC �:7�IslC �f D
�:�en
�/'J� '�� c7f7Gf �OiL3Ss'?il� e�t�r�CC�7
�S1+9E �tg
t�tra�cras�ai �ate,r�ra,�
e�eax •
St�if �a�; fidC
�ens�er �ovary
Cu�'�G' {�#4pEC� i�47. : ���
pttR1.�78t'i$.Z�i�J °b11E842tR"�$

�
� `.;_ . �
m
. , -: e
m
C
�
�
L
�
�
i
T
�
�
�
m
N
o,
Q
m
i
0
�
a
�
T
v�
,n 3a
o�o
0
� o0
��
�iQ
���
See Sheet 9-A For Index of Sheets
See Sheet i-B For Conventionol Symbols
�
4
�
9
ai
-LI- STA.10 + 00.00
� � � '� � � � '. ��) � � ��) ��� � � � � _�' � '� ��� ��) � . � � '�
II> I � � I � I (�) \ (�) I �� I- I I � ; I-I \�\ '> > �
`y" ' .,�� ¢� R�, Y °RI'� ' a�
LO�CATd01�: �ItIDGE 1ltO.l6 OVER T'HE II�TId�1COASTfYL
bVATER i��fl I' 014i �IC SO 2l0
TY�'E OF YVO�: G�DI11iG, PAVll�Cs, �SU�ACIllIG,
DItAYllIA(yE, SiItUCT�I�, ANI) bVALLS
BEG/N CONSTRUCTION
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS WITFIIN THE MUNICIPAL ETJ BOUNDARIES OF SURF C171(.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
-L2- STA57+00.06
�TO NORTH
TOPSAIL BEACH
END CONSTRUCTION
—Y/— STA 53t75.20
RA2- CENTER OF CIRCLE _
-L2- POT STA. 59 + 06.37 (O/S 20')
�Y3- POT STA.15 + 86.17 (O/S 20')
Y¢- POT STA.10 + 00.00 (O/5 20')
ATLANTIC
END CONSTRUCTlON OCEAN
-Y5- STA 15t57.75
END CONSTRUCTION
� TO TOPSAIL BEACH
FE� � � 20�6
� � � v � � � - II,INIINr�RY FL?sNS
Do�`�OT VS6 PO0. CONSTRVCI'[ON
P(M!5 PREPARED BY:
GRAPHIC SCALES I)ESIGN DATA PROJECT LE11iGTH 86of srx FORICS ROAD, surTE zso ���cs
ADT 2017 = 17 200 RALEIGH, NC 27615 E11IGII1IEER
50 25 0 50 100 ' � � 919-926-4100 ��Wp
ADT 2035 = 30 000 ' �� '�
� FOR THE NORTH CAROLINA DEP4RiME!✓T OF TRM/SPORTATION �� �9
K — 9% 2072 STi7�AFD SPECIF/CATTONS �p ���
PLANS LENGTH ROADWAY = 0.215 MILES
50 25 0 50 10o D_ 5 3 0�0 : _ JENNIFER FARINO� PE slc�,�rms: P�' � �;
LENGTH STRUCTURE 0.715 MILES PROJ6C7 ENGAtEBR �
V= 40 MPH RIGHT OF WAY DATE: � o
ROADWAY DESIGl� g„ ,�
PROFILE HORIZONTAL TOTAL LENGTH = 0.930 MILES AUGUST 31, 2015 SEAN KORTOVICH, EI ENGINEER
� ) " 1TST =1% DUAL =2% PROJECT DPSIGNER ��� 0�' B�A�����a�
10 5 0 l0 20 FUNC CLASS = LETTIIIIG DATE:
MAJOR COLLECTOR TONY HOUSER, PE
—Ll— AND —L2— USED TO CALCULATE PROJECT LENGTH FEBRUARY 21, 2017 NCDOT COA7'9CT
PROFILE (VERTICAL) STATEWIDE TIER p�
srcxaruxr,:

1ltote: 1Yot to �cctle
�S. U.E. = Subsurface Utility Engeneering
BOUNDARIE.S AND PROPER7Y
State Line ---- -----
County Line ---- ----
Township Line --- ---
City Line -- --
Reservation Line — - — - —
Property Line
Existing Iron Pin 0
Property Corner —�
Property Monument �
Parcel/Sequence Number izs
6cisting Fence Line -x—x—x-
Proposed Woven Wire Fence e
Proposed Chain Link Fence a
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -nB- - - -
Proposed Wefland Boundary �a
Existing Endangered Animal Boundary ERB
Existing Endangered Plant Boundary �B
Known Soil Contamination: Area or Site —�— �
Potential Soil Contamination: Area or Site --�— �
Subaquatic Vegetation Habitat Boundary -- 5.� SW -
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or lLG Tank Cap O
Sign o
Well °
Small Mine �SZ�
Foundation �
Area Outline 0
Cemetery ��
Building �
School �
Church �
Dam
HYDROLOGY
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
BufferZone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
}—.. ...—
o„_..� J..�
�7�A�C]E �IF l��]E$�l�l[ �A�ll$��,�1��
���V����I� �]% lE���s�[�A��Y�
CONVENTIONAL PL..�N SHEET SY1V��OLS
RAILROAAS.'
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGIYT OF W�4Y
Baseline Control Point
E�cisting Right of Way Marker
Exisfing 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 R/W 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
�
CSX TRANSPoRTATION
0
Mtt£POS! 35
�
SY//7CN
�
�
E
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with O
Iron Pin and Cap Marker �
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement -----
Existing Curb -----
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp CR
Existing Metal Guardrail
Proposed Guardrail T T
Existing Cable Guiderail
Proposed Cable Guiderail "
Equality Symbol
Pavement Removal
T�'GETATION.•
Single Tree
Single Shrub
��
����������i
�*
Hedge ^^~,^-^-^�„,,,�„-
Woods Line ���
Orchard
Vineyard
EXISTIIl�G .£TRUCTURE.S:•
MAJOR:
Bridge, Tunnel or Box CulverF
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or J8
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
U7'ILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
lLG Power Cable Hand Hole
H-Frame Pole
Recorded ILY� Power Line
Designated lYG Power Line (S.U.E.')
TELEPHONE:
� 4 �? f3 {3
� Vlneyortl
CONC
— � CONC WW I
�
CONC HW
�----------<
� ce
OO
s
•
•
0
//
n
•---•
�
Existing Telephone Pole -�-
Proposed Telephone Pole -O-
Telephone Manhole O
Telephone Booth ❑e
Telephone Pedestal �
Telephone Cell Tower ,�,.
lLG Telephone Cable Hand Hole HH
Recorded U�G Telephone Cable *
Designated LVG Telephone Cable (S.U.E.*j - - - - -*- - - -
Recorded lYG Telephone Conduit *_
Designated WG Telephone Conduit (S.U.E.*j- - - - -T�- - - -
Recorded t1�G Fiber Optics Cable *��
Designated lYG Fiber Optics Cable (S.U.E.*}- ----* F�- --
WATER:
Water Manhole w0
Water Meter o
Water Valve �
Water Hydrant �
Recorded WG Water Line �
Designated U�G Water Line (S.U.E.'}---- - - - -�- - - -
Above Ground Water Line A/G Woter
N:
N Satellite Dish �
N Pedestal ❑c
N Tower �
WG N Cable Hand Hole HH
Recorded lYG N Cable r
Designated lLG N Cable (S.U.E.*) - - - -*�- - - -
Recorded UK� Fiber Optic Cable *� F�
Designated 11�G Fiber Optic Cable (S.U.E.*}- ----N Fo- --
GAS:
Gas Valve Q
Gas Meter �
Recorded lL� Gas Line =
Designated lYG Gas Line (S.U.E.`) - - - -_- - - -
Above Ground Gas Line n�c cas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout p
U�G Sanitary Sewer Line s�
Above Ground Sanitary Sewer A/G Sonliory sawer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E�} �-�-'�-�-� ��'^ `-`�
,ss____
MiscE�u�rvEous: �EB � � 2016
Utility Pole �
���� ��� ��
Utility Pole with Base _ �
Utility Located ObjecF p
Utility Traffic Signal Box p
Utility Unknown WG Line ,�,�
WG Tank; Water, Gas, Oil �
Underground Storage Tank, Approx. Loc. — usT
ArG Tank; Water, Gas, Oil �
Geoenvironmental Boring �
WG Test Hole (S.U.E.*} m
Abandoned According to Utility Records — AATUR
End of Information E.O.I.

. r '
0
�
�
�
'o
N
N
�
U
�
�
m
E� %� 102.2Y �� W`$ Y-'1P �� i
� � i �■ a
_ r,�-- �,
� \ BEGIN GRADE
-LID�EY' � C Sta. l0+00.00 -L T- PT Sto. Il+71.31
3 -Ll- OT Sto.13+60.44 - �s MT� aus isF us I'' �� f.
L P� „�
t
I' -- � 2 F, ,d�,,�,�\ i
�l � � �
857 /
, \ A E
x, ,
' � � � Q�� � - � � 2 �
L. — � � ` fC, c. � �% � 4 -
_ �P — — � O O� `� �
o� l , . -
TOP 6..�G' __— q —__ _ — _ � _ rs . 'F��� �� ' 6
INV�- Q.99' S�� .7(Y' C C F�� . '� p` N �'� �
_ — �F5 _ _ _ _ iti� L ? � y,UW"_ ��c _
s 1 �_
_-- _ =�--4 �� ", a.- —
_ _ — �_ "_' "{-( , . , ; � —
!� Z�A_ --- .� y/ / ,2 � �
�� ry�..n� ��..�}�--�-.�.
I'a�13k1-r�__--- __„'�► �_ _- � � _, f' -� ` �s_ '; i '_ =i _ � a %s• c'� •. I
_ .T _ ,_ y
, — r - c, - =. �a �� � � ' � � E
i - --- �-
♦„ _ ti � \ " r , oz
e h`� -
s� - _� � � � '�
RE Nwar :. . .R 3a ' y '� ,. �, � � Q(
.. .. . � � o � /
�� TUE TUE TUE H � E' �' � � � N
. ;�
END GRADE �` ��:„ � � Ge
-LIDET - Sta.10+7671 = �
,�Y2DET- POT Sta. 12t8/.63 � ' �
r� y' �i':. 1 I 1
i
�` ' .I �
J HT �I �?�" �
J1 _
16 �rR �; � ', �f
; 1 i 1
`�4� . _ � �° �� �' � _
.. .:.II yr_'_
'_"__'. Id501L�P-� ` �` � �y
�
_
�. • ,. � +
',,
-."_'__"__— ._ ,... � 1 O .�
`�"Im _ �, ��.� . ,II . a• 1�° � ��8
BEGIN GRADE
FOR ROADWAY PLAN, SEE SHEET �f -Y20ET- PT Sla. //+00.80 -Y2DET- PC Sto. lO+pp.00
-Y2- POT Sta.11+83.91
:--�--�--, —LIDET — -- �
r � � - -
BEGIN -LIDET- GRADE � = F
-LIDET- STA.10+00.00 .. � ;
ELEV. - 837'
� ;
,, � ,
Pl = 10+75 00 � , � ; � j
EL = 8.14' — � P� _ 12+20.00
VC = 8d r EL = 4.68'
' K = 38 ' VC = l70'
._.. . ,.,. ., . , .,.....;K = 33
10 11 12 13
END -LIDET - 6RADE
-LIDET- STA.13+61.48
ELEV. = 7 83'
:::�:
= 13+4000 ; �
= 7.94
= l2a
14
19 �, -� � -L/ - DET OUR AND -Y2 - DET OUR
N 28� 9'S9•
31.22'� �
8'49' Op END GRADE
9-�� OT Sta.l3+61.48
"= PC Sta.l2t10.69 �
O � N
7 Q
5"`;� �ST 2 TONS L B RIP RAP �
CP-III EST 7 SX GEOTEXiILE �n �
_ SiAND ➢V DRCH O Q
SEE DEf A
£I Z
�RARY 15' ��P-IV I
-x� ExsruG tiiw EIP
. _ — — ��T���B"'r
_G�� 3�° rt_
�us
p � t�
�F ..c•aifo4'E�
° ' :::� : , , :: —Y2DET — . , . ;: . - -
: F_ _.: , . .; � '_
END -Y2DET- GRADE
' � - � ' . , -Y20ET - STA.12+8/.63
- , -. ; ; ;, �
_ , ELEV. = B.14'
BEGIN -Y20ET - GRADE i _ ,
-Y2DET- STA10+00.00
ELEV. = 7.2/' PI = l2+40.00
�
; EL = 9.8P I
I �
_::I . ' � ; KC= /2� �- ;
10 11 12 13
PROJECT REFERENCE NO SFIEET NO.
B-4929 2B-10
RN! SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
9'REd.IMIN gi� �L�NS
DO NOT IISE FO CONSI'RUCTION
���
-LI�ET- CURVE DATA
Pl Sta 10+89.17
p = 39' /5' 42.7" (LTl
D = 22' 55' 05.9"
L = 171.31'
T = 89./7'
R = 250.00'
-Y2DET- CURVE DATA
Pl Sta 10+52.13
0= 36' 05' 40.8" (LT 1
D = 35' 48' 35.5'
c = roo.aa
T = 52J3'
R = 160.00'
DETAIL A
srnra��an v- oircN
� Na� n Sml.�
wvl 1 Nmuml
Gm�nd
.i.� p ,�.\ cm�M
Ss 0.3%
DDE� {.B CV. ��_D= 1.0 Ff.
FROM -VI- STA 17+22 TO 11+26 �RTj

0
0
�
N
Z �
O y
0
� �
ZO
�O
O�
�;
,� Z
w�
�o
Z
3`
�3
o�
d?
� X
pw
<Z
M �
0
.e z
�a
� �
a�
�
i
d
TRAFFIC VOLUME DATA
900 ROLAND AVE
1,200
400 200
17,200 600 300 16,800
30,000 29,100
NC 50 / 210 50� 300 N C 5 0 / 2 1 0
1,000 400
2017 AADT 1,100 LITTLE
2035AADT 1,700 KINSTON RD
w
�
-Yl- GY/RVE DATA P0.0JEGT REFERENCE NO. SHEEf NU �
-YIA- CURVE DATA B-4929 4
Pl Sto 13+6585 P/ 5!0 /6+59J4 Pl Sta I1f48.4p PI S/o 13+9238 Ww SHEEf NO. ,
� ._ p=/2J 38' OlSD' fRTJ p= 3q',3B' 06.(1' QT) p= T 2q� q51 fRT1 Q= 4Z00' 4/.¢ ((,T! ROADWAV DESIGN HYDR4ULIC5
�� 'I �} Q o - D= 4550'IlB D= 2255'059 D= 230'00.0' D= 2255'05.9' eN�,NeeR
1 e�" 5 ��c L= 28282' L=/72.94' [= 296.39' [= 183.3r
` I O � ENGINEER
4151'4 � � I, � EN� � �t T= 26585' T= 90A9' T= 148.40' T= 95.99'
i � �5o.oa tEE � I� �, pp +�� R= 125A0' R= 250.00' R� 229/83' R� 250.Q�'
� B I i � V= 20 �UPH V= 30 ,1/PH V= 30 �UPH
>7RUCTlON� � ���� � �� � _ � A � � .1 SE 04 SE � 04 SE = 04 PRELIMINARY PLANS
rLl2+�r90.00 �"• � o i �� � RO = SEE PLANS RO = SEE PLANS
RO = SEE PLANS � tiOT USP. POR CbNSTRUCTION
1 NTF HTR HiR
I �+�, I HTR �
� u =' �:r
o q0 9' � y- �' 9
� N Q
1 -�-1
'a.12+9639 �i �' � � i i � I i BY -�� PINC e 9
i eus � 1 ss Toa=z.�e �
u x�v=-7.7�• '9
IN J I70P=5. I -�.--�------��- �
y. �> iJ INV="5 ' � I �_ _ ' _ _ _ --- 10' ❑ w i \ � ` O�%
�w � ` � � .+�����-�--___--� � Y - - -' �_Re' � / � �
•o - -. o s -n-
�� Exl . E �, � mo I� -sp�� x� . cxrsr { -
/p '- o� � �/
� , ,� � � � su.� x,sr. . � -� l •
W � �� , p�A2� ie -n . .. .. .. .. .. .. _ o . ' _ .. \ I ( I 1'�, \�
I gyE PG !2 Q'lIXY LT. \ � � � s� ��
� 5 40'2429' \ � � � � � ,�a
�EGI11i TI�' �'ROJECT B-4929 " -- -;r . + � �rv , +o � , `-r� � Pr s,o. i4+�9�0 � s r�ro��w i O � � �
� � o �y � i � � 5 � � i �, �
. e F a o a,
i Exisr. N ' ' 5 � �
_. H ��6�,_..,� LI- 5��4 10 + 00.00 ,� -t�� 'z° � - - � ��n� i a 4 �
156.9� o ,�2 ,qB. 'END GRADE � xisr '�m. _ � ,iom�cr. - ` PqC Slo. //+95,pp = �� �N0 o��-YI-�PT Sto. l3#82 �� � o � >�
�� � .os� /� _ � � -Y/ PoT Sto. 15+0�`.L3� - - � 36' RCP-N o
2 � - - - ��Cr, EqUAl2ER PIPE / �
� `� -Yl- PC o.lt ' � [r. \ R � �F . Oir+v=s ao� \h a �
4. . 0�1] /
�r � � -n- �H w -YI - PC 510. �l , � o"�e• I A H �°� � \ � - - r o � � i � o � o�D � � o
,y 3 .�f9'Lr. - - s -y�- ' e'+s'�fw � t .�- � 58.75'C7. - +
� I 870.TLT.- - O. � .s M � N ze� 59 � � � Ex�ST. �; 5978'[T. a00000 0 0
� ANDiON 8.�9. I v.zz�' -_, -Yl- PT f0. 11+4/ pO � ° �
i � -,�- POT Sla. XISTING d Exisr. � 4
� �m �.
� � '� -RAI- _ . ROW �s• I ` c z .u. � e.,,,�, -Yl- PC 510. /5+69D5 �
- r � c� By9'S9• '�' � 000°° •. �..�3
-u- sro. ro+0�D.00 . � - +08.4, I oti 21• w � . oo �3
\ 1 BEGIN 6RADE ' co � � 4 �- " ze•as•ss• t. �
�� !N p� y/�/�M ARP L /� 7 � ♦ TT 19. Nj1B• 9'S9• M .'N .� ���',' 1 �
4 �l. SiO. �• W.W ''Y CURB � / `J '� �O � / RT 5 25• N ze'
� -U Ste.13+60.44 1 NTL �sF �.o e �" ir�l� • . � o�
; N - - A 13+25A0 - T- PT S�ta. l���13 ~ � / 8 � � reF � 3 ia�i � � .�. �• I� . "�o �� � `�_°L\) �
� cb � i �i \ 10 nc �s r � ¢ ��� � � � _ � i
�� � �� / -- I 75' �^ �5T 2 TON L B RIP itAP PB 53 V� � PB PG M9 �SF O
TTS PROPERTESlIC -- . KBNETH BATTS �' I 6�A�Y7L'� . � �c � cta-N EST 7 4�eoi�cri� �� d \ � ��,LC� , I �� � II �II I O
pg 177 PG KT �' 0{ S9SS PG % fXIW� BU.L � T nz / - _ B � _ � l63� PG _
� �� STAND V ORCH �; � [1 '� 1 �; ". om PB 9 PG S / m / POOL L O
PB 9 PG S! �� �B 9 PG .� ' OB 2T6! Pj�.,�! X . �� i - - - sE
� � SEE DEf A m a �� u RCP , i� END CONSTRU A�Hou
- - � - ' � - - . � 3 ' re 9 rt�.� _ , °° ' ,� �� 'a�Er �g�����p ; �' o.,,$pp ; � � -r - sra n+ � ) e ► �
-- �, 6l0 C. � z T �pG 7T OB7!! TEps �'t a 5 Q
� � PUE L _ E � _ 8 X P6 5!� . P9 9� S! PB 9 P�G � PG U5 k� � � � , 3 ' -�- r _ -- -- N
)• 0 TOPa6.S�_ t � - - _ _ - _ - _ - Ez �- � EMR�xG M - _
+� N�-s.�s- _ - - �9� - � _ - - � 1+ = _ _ _ - - - rrori • _ - - - E � --- ti I
- - - ------�Z ------Eai-�ss------------ --- ��- _ �`��_-__-_- - --- oesacxs: - $-Sb - - � socar-- �_`, 3.��•
_ --______- - � - zs�.�.� _ - _ _ MV_'<.10' � _ _ _ � _ - _ -\- ��7[ -_ - �
---- c :c�rzei.-------_-�� ---- �� - - _ - --� Fr.=��'�or----�- -
_ ---,�o-- - - -� _
..�-�.��-€-- ---- - R��fO. l6+a887 -Y/- ----
--------- --
--------
- - - - .r �rr3as � esr_ - - - - - - - -S3�'Z
- �°�_ �_- �_--_-�.-�_ ��- - - - � - - -_ / c• t� I - - _� ---- � 00
_� - �- - - - " _ N
�Q --�--- -
- -
� s sac r � , � - - � -�ss_ "_ - - - - - - -� - - - ->- - - -----� -- w
:s
e�.Ni ��- - - -�- - �� , _� ♦ � ,, a �rt'�ir � - - - - - - `vesr - �° w
5 �'�v�-_ - _. _ _ -� � - _ P_N ' ' ' - _ _ _ - _ _ _ F _ - _ _ .. O =
" / , ae� _ _ - N
I ce � E% -� 4 END lNG L`" e� / �-/ �
� - � � � � GI oixa . . � \
-�y-""YUE � � � � TUE �-� �- TUE � TUE TUE `/~
y__{ �� KEt14TN BATTS � � SPECIAL UTERAUyV orrcr+ r o •� � � 3 0 �' . za o�. T E���� TUE C MA WeNands __�` � O
� Sj� pG jj7 j E DETAIL B L RIP RAP
� � 2 �,I�Wj EX/$T, 2 5 F BUS IS F BUS =
�m' • '� �i�D GRAD£ � '- 0 1 /� esr s sr � ne ?7�6 PG SO6
Exisr. � 14 _, ra 9 Pe ss �' -UDET- 5/a.10+7671= -- '�s� �rcAsso I -r2- +.;+ eorexraus m� PB Nl PC U PA�VEME r Re�n�vn�o �� �- � �
a � 5 ��L,��T - POT Sto.12+8/b3" �� rc -n o. 19 _. �+�
BATTS PROPERTES NC � `I'� �10. IOfBl.77 = \. '. EXlST �I I � � � 6 CT. a 83D0'RT. N� � MALL _.. _ �
oe �T�rc �si i -U- �S�o.15+38J5 � - - -� + o.� y ro►i
PB 9 P1i S! ,�, � '� /tT. � � � NTR � � o '' �? '/ �, Q� u .
W � -Ra- cEHrER oF c�Rc = � � 6 � � � � •� o •� P �e �o
YSON �Up AS TE
� - PoT Sl I16+OO.Ob f IS 20' RTJ � "t I� �� Y o> c� xi ° r `"• � u ���' N�
����_ �
.I -Y - Pop/�T�'�+:N�f/0y10�./Qy0� (OIS 2�yC)y' LT � f 'Y - t/ I I N '� L / V E e '�cri * ' t = , � � E � h�l� N � v oB be9 rC q� -'"� r ,; � � '%
. � VI 5��. �TWiN �0�5 LV %%J � \ ` .. IL � � / 4r- E - �5•4PO4' S y. � " (� (\�Jc � � �i � � f";:A � � � 9 � �
'� PAVEMENT REMOVAL p�T 5/0. /0+61�.O10 (0/S 20' LTJ � � 32- + ` N �N�' s�s• '0, 5 �9i5' � 0 J� N 3617'OI' w .� . �'
N
��� L� _Y � �' �� 4���� 5 41 E 5 2i ''� \ 125.00 'M' � 7}.�{ �g�e 3(�� rp� (y7 7�
BR/DGE APPROACH SLAB � x 's". av , I � '��-' sr. ' � �• ' o.z � , ,�4? ,y
.. _' � -�- . I' .,5'4P0�'E .. � SO'RT �N� � `�C'� \v O �CLI V V LV�U
FOR -(1DET -. SEE SHEET 2B-10 ' POC SIo. il+93.88 = ' � B G� G � , . e Tesr so.n' . S � * : � #F " � f'J
-Y2- T S�o. �0 ' `"" -
� �'. � ' Q. : pP_6. 'IL � 2' RT • p•
�V= � � � FILT TIO IN �1 .\ .' :`r
5 �
FOR -U- PROFILE,SEE SHEET l0 -Y20ET- PT fo.11+0�0B0 Mrw -Y2'L I5� •+ � I -- �TR F h, 91.49' . ^�
x _r _ i i � T 10. K�.Oi6 ` Q' � � � � _ ��,..
FOR -L2- PROFILE, SEE SHEET /0 xi � � i 1t i e�T rs H*� BRIDGE - � O '< < " ` s � � " � �
� �� � 8 ■I- � r ' PROPERTE -R - � t l fB$.7( _ - ! + 4� y " D AIL�A � ." �
m� � I � n - - ► .16+6178 � ^��� � f / STANDARD vortcH
FOR -Yl- PROFILE,SEE SHEET l2 END CONSTRUCTION __ 11�� '�I1� 1 4� 7�"' ��� E � F � h � i��= ���
-Y2- STfl12+35.Oi0 O � �I �� ' I � i -rz 2 °e e vc s� ,, ao7Au - - 'P � 1
„ FOR -Y/A- PROFILE, SEE SHEET l3 c!� }Sg,p �� Gq
a, �'y (� � , �1 � . �' �2 P� 5�5'al'on. E 555.61' BEGI PROACH�SL.4B N- 2 '"" � �.� p ,�.�
� FOR -Y2- PROFILf, SEE SHEET /4 NTR m01L �` �'`�- '�- � / 9�� +�' � F h 5- 0.3�
Q' � �� � � ' � � '� � } * � (�'� DDE= 1.8 CY. Min. D= 1.0 H.
N fOR -RAI- PROFILE, SEE SHEET l5 � I N� I'' r v FROM -Y1- STA.11+22 TO ti+ae a
� -RAI- CURVE DATA �} L � $ �' . =MULTI-USE PATH WILL TRANSl1' � T�
m -L2- CURVE DATA � i �1i �I ��„ �� lN 35' INCREMENTS AT BEGIN l E � NOT OISTURB WE OS �j`r DEfAIL B
FOR l?OW PLANS.SEE SHEET 28-4 Pl 5�o IO+UD.CaU PI S�o O+5g�4 �� I � 5��,�"o�"""E� lN ORDER TO ACHIEVE DESfRE � USE 2:l MAX SLOPES ON SPECIAL LATERAL N' DRCH
a� i �� �o ��i
oa` FOR 8RlD6E SKETCH,SEE SHEET 2Q-3 ���arOOA'(LT1 Q='jp'4g'235'(RT1 � I� � gl� Rg�'r CROSS SLOPE PER ROADWAY TY - 'yl-�STA17f00�T0 /7+25 ,`0
D= 88' 08' S05' D- l4 /9' 262' ��
�'° fOR ROUNDABO(lT DETA/LSEE SHEET 2B-1 L = 4Q8.4P � = 2/5Jq - - - pBn _ 9I � - _ �y �� � � .e. F;�
�� T= O.UD' V= � AIPH --- _� I I� ��i .�� 5- o\ FARKOBSl9l�5 PµGT3EiUi lLC �V ��� , 3��
o� FOR /NFILTRATION BASIN DETAILS.SEE SHEET 20-1 R' 65D0' R- 4QD,G110' � I �� f
� � �I aI I�� M , � K) �� � Min.D= 1.0 F.
FROM -L7- STA 13+00 RT TO STA 13+75 RT

� s v
Z
O
�
�
rn
�
m
i
� �
1
\
�
i� � � N
� .
�n �
� \ I -.
� �e - - �� �";'^^_..,,�-s- `," ^^"� � ,
, ;� �- � ��,____a ,
j :
' /:. �---' ,
�' 1�
..,� "� i `
o � \ �
� ` �..►
, ;n �
� � \�
� \.
� Y �
—E-----�—E `�-.,.,....N \ �
—____.___-- E
� ` E—
� �
2�
PARKS UNLIMITED LLC
DB 3935 PG 321
PB 20 PG 56
' WOnn PIFR T�\ `.����
�, �
-L2- CURVE DATA
Pl Sfa 43+66.28
� = 69' 48' 47.1" (LTl
D = 4' l0' S5B"
L = I,669.30'
T = 955.96'
R = i,3�o.oa
V = 40 MPH
SE = 03
RO = SEE PLANS
� S
S P� o �L
/ M
%%--�� `, SUBAQUATIC
�� ��� VEGETATION � �
, ���---_��\
;� HAe�rAr ,� � ��� .\
, �, , ��
J ,� � ��,
/��� \� - . / �, �
� � / / �
� ' 7Q � ��'\ .
� � � � �
� j � µ�N�� � �
� � �
� R . �
') ,,I �
�
� , �ds � ,
� �
� �
�� � .
T��=I �� i � � � o
�m� � � � / /
\ � /
� 'R �
t �
\ / / ,J:
� �— E �--�_ E
-- E / �
� NOTE: MINIMUM I20' SPAN OVER E �'`—�`--�
I� SUBAQUATIC VEGETATION HABITAT .�° i� "'
� m I i� �
� i
i �
i �
27 ��� ��
�
_--
PARKS UNLIMITEO lLC / '%' /
DB 3935 PG 321 —� �
PB 20 PG 56 ' �
i � � i
/
/ m�
/
/ � /
/F /
� � � /
� /
� � � /
� /
/ �
� � I
, �
, �
/ � �' I
/ 1
/ +� �. /
� /.
m
� /
� /
/ �
/ � � �
/ �
� v. 1 /
0
NAp 8
NA 2011
�
PROIECT REFERENCE NO. SHEEf NO.
B-4929 5
iNN SHEET NO.
ROADWAY �ESIGN HYDRAULICS
ENGINEER FNGMEER
I�RELIMIN.9�RY PL.�NS
no Har ose eo�. CONS[RUCTION
���
NOTE: SUPERELtVATION TRANSITIONS MAY SNIFT r0
BESr MATCH STRUCTURE SPAN ARRANGEMENT
E------- --_ � � I
�--
70.75'
INC.
�
n
_
�
0
�
m
-m-I
o�
r
N
I
-�i
�
W
O�
'�. -F
� � o
� � o
� �
. �
� �\
\
\ � 9�S F-
\ ,j9�0 65
� � S ,1�0_
\ \
a �
� e\
� � �
� �
,` \� �SS �' � �"1 � � � � �� ...
\ � �',��
\ \ `y
� � FEB � $ 201�
�,
„
�, -
\ �
\ � pg
\ �� '�'�,f� �i `�� q };{'
1 4... y .1'q"� � '� •� : `'_rv :�
1 �
\
I �
1 �
/ 1 \
FOR ROW PLANS,SEE SHEET 28-5
FOR -L2- PROFILE. SEE SHEET l0

z
0
�
�
�
rn
v
�
m
r
a
T
V
�
�
v
m
�
0
a
SHEE� 8
�,TCH TO
h
�
z� �
� �
�� ��
h�
� f\
27
PARKS UNLIMITED LLC
DB 3935 PG 321 �
PB 20 PG 56 �
— �
1
t
IC�N- ST A� �-
CHANN
2�
'
'
-L2- CURVE DATA
P/ Sta 43f6628 \ i' \ �'90 8
0= 65 48' 47J" (LT) �_. i� �
D= 4' l0' S5.8" � � � �` ti'9
L = /,6693d � � � � �
T = 95596' .�' � � ��j7
R = �,s�o.oa � � �
V = 40 MPH � � � �� � �
SE = 03 / `� � � * � �
�
RO = SEE PLANS � � �
P/
I ' I �
h
a
W
IR ' �
�
� z5 J -
� I '� .00 O m
h
i ^
O
� h
R
� ^ ��
f m
_�e
' _E—_
i � �
i i � �� � �
i I �� � 4 �
\
�// � � \*<o ��\� \ � � \\
/ � ,. \ � s \ / \
� � �\ \ � � � \
\ �
/ \ 1� \ � \?_
� � t t � � � \
/ � � �� � , �
/ _ _ � � �
l .r � � � � / � ��
1 i 1
1 i � � i � `�
� t � I
i
// r \� � ��/ /�/ \1 � �
i � � � .�° \
�i � � � �� �a�"' 1
, , a>•� � _ , - - ,
� � �, --- :,- �
i � � � � ��_ -
_: `�'� i� � �
i
�
� \�m I
!3t!1.72 � \ ` I
� � � � � � � I
1 � I � � �
� � � �
` � v �
� �
� �
�
ao�� � � * � � ��
� ` '� / � � *
, -
�` � TOk'!f OF SURF CITY
� a � DB 1708 PG 33
\ \ �a�
1 � �
� � � � � � � f� � �lp
� \ LO � � � �
TOWN OF SURF CITY � �
DB 1708 PG 33 � �, � �
�
2$ 1
�
� � � � � � � � � � �
I � �
�
i
Ii � � � * * * � � � -
• � �. _ R � / /: �
L2- POC Sta.37+09.05 =
-ICW- POT Sta.25t43.65
Skew Mgle = 82' S5' 53" 29
BATTS PROPERTIES INC
DB 58i PG 93
PB 52 PG 77
t
� � �
�
� � �
� �
�
� \
�
�
�
t �
♦
.
� 3U �
IARLENE YOW �
�PB67�PGP204Z j`�
� / �
PROJECf REPERENCE NO SHEET Nb. +
B-4929 6 '
WW SHEEf NO.
ROADWAY OESIGN HYDRAULICS
ENGINEE0. ENGINEER
�REd,IMIN itY �L,�NS
DO NOT VSE FO CONSTAUCTION
��
y ! � / / �¢ � \
� � � I
i / '.—� .� / m I �\
i' � �
! / / �
i / � 1
I • � / 1 / /
I / I I /
e `) � � �
� / / `.\ �� i i
� �3 I i i
/
r �r �,�
i 29 `� i ��� ��' [� � �% ���� `, �
�
I� BAT�B SB7�Pp�T91F,5 IN� �� I
� � PB 52 PG T7S � ; FE� `��� 20i6
� � �
I �
� � I I `
� I � �
� 1 �
� � � � ; �;�E���� �€����� �8`�`
� � ,
a�� � I 1 � � �
�— ��
����.�/ � �w�e� 6 1 �
/ � I �
l
� � // // � s�� �
� / � � � � \ �
� --� � �\ � j
i� �w%�/ I \ .� I
�na — � J � /
1 � � �` �
� //� //i` � � I �\ J,3
� � �
� � ,
FOR ROW PLANS,SEE SHEET 2B-6
FOR -L2- PROFlLE, SEE SNEET ll

� - ^ -L2- CURVE DATA -Y3- CURVE DATA -Y4- CURVE DATA
` e � m TRAFFI C Pl Sto 43+6628 PI Slo lO+i520 P� S►a I4+349/ PI Sta uf93B8 PI Sto l2+ggy7 r�- +,
NC 210 p= 6g4@�q7rfLT1 �= 508'1284'2T1 p= 6430'12.4EQT1 p= 5635'ISA'(RT1 p=/3'02'40.4fLT1 X� •
(N EW RI VE R D R) VOLU M E D= 410' S5.8' D= 28' 38' S2rf D= 28 3B' 52.4 D= 35 5T' 54!' D= l8 28' 57A' p0
DATA L= I,66930' L= 1793' L= 225J6' L= 153D8' L= 70.58' x
T= 955516' T= 897' T= 12620' T= 83.44' T= 35.44' �'� S
11 ,9�� R=/„370.00)' R= 2001ap' R= 2Qp,()0' R=/55.00' R= 3/OAO' �_ �,
V = 40 UPH
19,400 sE = 03 �'�P Y `
RO = SEE PLAHS �,�i
9.700 -RA2- CURVE DATA -SLI- CURVE DATA -SL2- CURVE DATA � o,,,
16,100 Pl S�a I0+00.OD Pl S�o I1t5639 PI S�o /3+22,U6 �
�� D 88'08'S05'�fLTI D= 4T44'�..3` fRTI D=�44'04'252fRT1 q ��09 ,,�,
z 9,300 �= 4oa.4r c- ns�s• i= soa.r�� ��.'� ��
° 16,800 7,10o r= o.oa r= ro��r r= s22.as•
0 29,100 13,000 16,300 R= 65.Q�' R= i2o.ar , R= iso.ar �� �� °�`'
� � � �� � 0 ~
- °` NC 50 / 210 NC 50 � r�- ` �
�' \ + �y ` G� -Y - +7 �
3 oe 0
� (TOPSAIL DR) , .\,` Mly'fy9� .r--� ,o� °� , ,� X+ . 4 , �
�y� � �� �s- �
3 2017 AADT � / � � \ \.. � .. ,�9�� ��-, 5�� �� � �, � is,Yu
° 2035 AADT .� i'°�� � \���� ryb2� ��`��+ b - AC Slo. 4 / m
� � js� `'?. ,K / � �/ 3�1 2`\` ti6y� EST 7 SV� GEOT B RIE RAP /Sr. /
o F � � � _ � A,1'+n � -Y - POC lo.13�b9 = s �"' i
� _a,._ _ - b�� �� \ $ - . IO+DOm !25 ' °% � �
� s � � 5 �,5` ; ��� � - - i � i • ,'
� ''�s?S�a. vvo `q ♦ � .0 5�� ��'y��;+5 - t ,�,•� 25' /3S�54I W 5
'9�. F m�' � �.9 �� l Stisry 5�^"y+��'� CAMA Wetlands �
V 4-INCH OEGK ORAINS ON 17' CENTE0.5 + Stib�'h +.�. _ END f7� N/NG W Su S�O. �OfE%JrZ
� STA. �9+93 LT TO STA. 51+25 lT y, ,� .�,� - H RGENCY
<y O P% _ \ �' L . - ♦ CONTROL STRUCTURE y� �
30 S,+e'? Sbi < 5fo.57+j1 � � �e"nFs�iriiiz "--
� �s S� ti ^.(\ SL/- 5/0.12+24.,� 2.42' � esr m s a e wr rsnr � �a
� �' �." q�' �~ \ yc �' � EST OTIXTILE
� � 4-INCH DE PAINS ON q`TERS i BEGIN RET Nl WAL.C� �S- - +jj,� /�� ' �
O -L2- PT Slp. 50+79.6,� sTa. si+as � qr ss+��r ��. \, END APPROACH AB � °O' u� e� f, �
O o O gig� B w � .� �'` S 69��1 � 31 -t2- sra 5�+�4 +- 4��� \ � �
� o o ro« �� �5' .� O �END BRIDGE 31 � �, i � >�
� �n oe vc a - - .� -L2- STA.57+p0.GY ♦ �
j p8 j p� 2p NCH DECK DRAINS ON 12' GENTERS �a s.. � �� � � \�
� ST . 2+87 LT TO STA.54+07 LT T�wM OF SIRF QTYF s0
� a
� o y R ..•- R oe ss�x ae � ��
� � - f / a �
U� p � �rj � W tl nds � � �� �?
� � J � � ,�p � � 02
v
� � ' �s h� Q l
� m o o�o Q�
U� 1�� t+� O _/2_ °' f 1` 6' '�' f
_ ,c
a z �► `� � 5 T521' E � � ! � �
�J �- - _-______ � ________ _____ _______ _�' � �_ p � \' �C
a� W ,
, o,o � .
� a = 75' 70.75' : � � °�
�
� � � 1� - - f / � A �i
� Z N INC. /j IN "1 0 � R 5r5o�ar. , i m
� � � * � � +` * � * DO NOT DISTURB � i �� � f d
�
�� E E--�-E ���H DECK DR/JNS ONEtt' CENTERS E E SEAWEALL E �/� � /� g. � r `� pC
j�w = -� +�j STA.52+87 RT TO STA 54+07 RT '�` /� � e °J oio
� o V ]qyyq�� +AIULTIr-USE PATH W1LL TRANS/T/ON TIE PROP.FENCE q�,yi,yG � .
�y f f- 4-INCH DELK�bRAI ON� CENTERS TO EXISTING �� TION
a;� sra sz+v er To:.r'sr"ti s� Rr IN 30' INCREMENTS AT END BRIDGE #3
� / lN ORDER TO ACH/EVE DESII�ED ''' � -- RGENCV ur � a
/ / O , ONTROL RU URE /
� J "�� 30 CROSS SLOPE.�PER ROADWAY TYPICALS � �.;s � ' sr � Ns 'r 00
\ � EST 2 TONS Cl 8 RIP RAP ° 3 \ J�♦.\ � RIP P '^ �-
Vy, � "� EST 7 SY GEOTIXTILE . :M S ILE
d y / �ANDARD V DITCH � � � B \ � �
SEE DEfAIt C �- / / � \ r ��
� /� y' �`a.z- �o'% 5�0.5%+2sa2 a / . � � ,�
o �� +NOTE:PIPE BEIWEEN STRUCTURE 0722 AND-SL2- PC $IO.IOfO�DAO (28 RTl � ' . �� ,'�r � � `� � '\ ? � � • � 6�� c
� / � CAMA Wetl nds . / a„ti � ,� _ ts� � F o� e /
� f,� 0723 AND STRUCTURE 0723 TO BE � i .
z � .► i i rl ` � \ � � �
p MAINTAINED BY A(C'DOT � � � / �
"' � -RA2- POC/SJ0.13+B8.QB = ,, aea ur '`� �
� \ � -12- POT S►O. 58+44.52 / S , ��" E� �� a I
_ o .� �` -RA2- s�o. ro+00 - '� s ; . 37 ` 4 �
�
s -RA2 PT Stc� 14+08 I ��, y " .. '.o ti � � 0J09
J9 1� � ,► .�. + - ♦ / "�
,��B6�J.� y '� - 9- POC StO. /2 5B = 4 bi��C e '+ . o /•� \ i $
n�MEoa urnirEo SL2- PT Slo. !/679' RT! ti� o° ,,c�° 4►� �''f �
34 AMC INC. 40 PARTNERSHIP / s '= . �� � "�\�
�B 1405 PG 145 �B 1119 PG 2I9 '� � i + \ �
� PB 4 PG 99 y� / � bpS69 �l / �y � � ��
� 35 KENNETH BATTS ARCHIE CHRISTOPHER � / �s`�' �'J � ��t � � �C
m OB 602 PC 141 41 OB 912 PG 198 �'��Bps, f EX/$7,.�, .p6sJ, �/ / f'�� \�\ � \
N PB 3 PG 45 PB 4 PG 99 � /� ,��,� j� �y 0. F / � �\ \
a PHILLIPS LAND / 0 �
YOW LIONEL ET AL HOLDINGS LLC � � �� `'c � // I�� �
36 p0 3953 PG 270 42 �/
DB 4058 PG 121 S 2 ��5.
� PB 36 PG 96 � J 0 � � \ �w S�
N HENRY SMOOT DAVID LANIER DETAIL C i� �Oo,SsiJ� L��:o \� �� /� �a0� \
� 37 DB 575 PG 9 43 �PB43�PG a5B STAN�ARD N'DRCH � / � �Y �' F � �" � ' 0/ /'� � � � +� ��
m PB 7 PG 45 1��= �bl / � �s / / /� y
�o MICHAEL ALMEDA LIMITED L i� �J�r'y� �A��� \ � /��/��///,g � OA
38 HENDY ET AL O PARTNERSHIP "� �� �� :+� �. �,+�C J'4. �. ���y �� �, s-Y4- PT S�o.13+34JG
od DB 2789 PG 214 OB 1119 PC 279 9'> > ��( �
� PB 38 PG 99 PB 4 PG 99 � D ��" � y � �Jr %\� � yC
o° T&C REAL ESTATE s= a.ax � s � i� END C`' •• UCTION
D�E= 2.2 C.Y. Min. D= 1.0 k. \
', o gg HOLDINGS �LC ♦ � .� ° �� / / �j -r�j- 5]� V+35A0
DB 3310 PG 259 FROM -L2- STA 55+92 TO 56+05 (RT) \ �� �
o� PB 4 PG 99 ♦ ��^ �/ �� � �b -Y4- POT Sto 14+g�g
� � / \�� , i,/�� ./,�_ % r ��5.. ..
CTION /% ��f / i PROIECf REFERENCE NO. SFIEET NO.
��pp , ' ����// �rc �r `�S B-4929 7
i9 /��� y� so � wnv SHEEf NO.
� / / a`•ti' � 0.0ADWAY DESIGN HVDRP.ULICS
/ �� ENGINEER ENGINEER
� � � , � -r3- Por
j�� � i � o.
� � i 5 6aD'02.4
\ PRELIMIIvf.RY PLANS
a/ v _�r _ oo vmr use roa ron-srx�criov
�
% � o / S�a.10+0523
.
i �'�` \ 'o
/ � �%� Y3- PT StO.' 4J6 S'`e�
�q(�r -Y5- PoT +QDAp
� ra� �._�•„
I� , • ,4, .�.. `r �`b -r BEGIN CONST / ONlS"� /r �
\ s ,�5 °' • % Z
�; ,p� -YS- A1I+05 � , �
i� azoi-FeG bt.};�+� ��ei�.�q �<^0 `// � ,/�i�D Q
c
r � e ..� s �'�ti (Y _ +l4 �Ro . � � / � (/ f CA
� ' X/ . ° � �
� o�z � � / y o�� lp� � � �i� �� / ���� s o Z
°� ��� p� � �` / � .�p,,,, b
� y
/ / n�'`a'° � .Cl '� f!� �tr- 5 �� ey�9� �6�f N
.,
,. � \ r�?-� `r10��°t' o / � i' 2s �' 0
s ; � � �A�� ."�� � `� i �
�, �C q / S 4'q
42 �s a, � „ � �e°s��' ���;<� �� ; ' � � � � �
tiA ��.o � � �\�� /
� � ��� � / > .
� F � \ � ` O � � eY � �,
" r �. �� \ . ^ � y�, ♦
iX+.'��y \\\\\ /� / O` �,,� ��(,� 00`0/"(" \
� \ /7 S ♦ ? +('
i .�i� � s. � J� � `',: " � .
. )
-Y - rf L • �R 9Y ' � `�� v\A \S�9 k` � 99 99�6 �+ �n
c. 3- ,� a• : a. � ` ao% �� ti"���\�"��
` �� o e, / i �c �}/ - � � t Q�. b�.
��e �� , l . � � �
�i � ,r�' ° ?ti a ; i ,ss � � � S `�°• �
�' - c +° � _Y ` �`� ' -Y1-�`� lo. 5�
. O � � " !1'.9
� /' •Tp A
1 'RCP-IV �� � . /� 6i- � Gy4 � � `
� � ���
r F `' �
/ r_+ �\�t�,s.
6055' T. ��.0 EX/Sr. 07 �g���.
�� -r Por �rn. s�+ir�.s2 \ � a ,
" - Por .�2*� ��` \ � ��' �/
� � � % 11i TIP PROJEC � �9\ �
, ' _, _ -L2- ST �+06.3� ��, �
i
x . / � ^ \ ,�9►� jq, �
-RA2- CENTER Cl LE � '' '�"F � /
� � �a - - POT 51a.59 X • '�}�ay� y N�, �/ ,�
� re ici oP� -Y POT Slo. N Ay iP E
� ,� �>,�•� -ra Por sro. ro m roi i� ' l ' / � � � '� 1 %
t �,Y6� � t�`) CL OUT � c�, �t ���J� / � j � : �`:, . �'� J
q, r�� �Pe � 4►-oS!� a. '`b .
ti �( s'' '9> .W"y� �ss_ ' � �% � , � "
. �
� ss D J R OIV?h 'aJ +��,� � � /%a -,
- - STA /5+ ry - +� �e� yy�bq � E CO T N - (- ; :} ,;� �`� '�� �; ;,
LF ,o � K1._ vtt. t - l- Ss 20 '
- t �J, • h l��' K(. � ( � � ; / �
h lp C C /e
85?1Rf. � \ ' �� � � �� I/ � �'v a � � � � 1 ' '� i �'.I
-I4A2- POC S 1� 1+84 '� � oP,p . e • i _ � , �j ��,�� t� ;i. r ' � � � '
-Y4- PoT 5/ � s � � ^�`,�,e?���� � �� / J
� -Y4- AC Sfo. //+ \ <, ;"ap�,., i� �
^Q � ; � ,� / � � / PAVEMENT REMOVAL �
� � 44 � \ \ � � � � BR/pGE APPROACH SLAB �
� cv ' �(
o � Q � o � � \ ,�� �j �/ / FOR -L2- PROFILE, SEE SHEET lI
� �" /
,.e o�p ���'O<pr�s.e ��` �� i j � FOR -Yl- PROFILE.SEE SHEET l3
�r e� o� � �� ,. �,^� �� i�/ / 0, � FOR -Y3- PROFI(£, SEE SHEET l4
r �i�J4 / /
)
/� `� ?'2S i � FOR -Y4- PROFILE,SEE SHEET l4
\
'"' ^� i�� � Qp,� �s"' i�;� ' � 6 FOR -YS- PROFILE, SEE SHEET l4
'�� d'�,�.^'�o� ��� �� �/, FOR -SU- PROFILE, SEE SHEET l5
, �!P i � ,�r
�-Y4- RC Sfo. l�#� 53 �i S� / � FOR -SL2- PROFILE, SEE SHEET l5
/
/
�,� r.n. \ � FOR -RA2- PROFlLE. SEE SHEET l5
�~`��, ��:� � r.,^�� �/ // �q"� 2�,� � FOR ROW PLANS. SEE SHEET 2B-7
\! e\��-� ,�� � ' D FOR BRIDGE SKETCH, SEE SHEET 2B-3
i � �
��� ii ��,`g o�i �� FOR ROUND�4Ba(/T DETA14 5EE SNEET 2B-2
�� 5�' /! FOR INFILTRATION BASIN DETAILS. SEE SHEfT 20-I

�
�
.
z
Z
N
N
a
N
�
W
Z
3
0
w
o � .
N = ° o
w
Z N WOOD
a—iO
2 V
m �n �
¢—
amm Sb
saa v_�az._
OBl1S I ' �
+ � �
N Pc 2i �
zo �
� R �
+5f '
N E01 9B.T9' ' LT
i-----------
� 60'CONC I
u
' __--- t—
— �
---f-- -
-x -
� �
W --_ _
W �sn.ds/ �
_ �� –i
N 's
�P
O __ .
_ �^ v\ ,
2 ��,
WIA E
104
. s x � � � � �
i �
I
% �
� E
i � � � � � � � �
1 j
� i _ —014 �
/� //// \� �
� /
� N��
� � .-.__� _-_—w��— �o• ci .__—�—%�---' � �i`-
� � � I
- --_'_-- / � \ I
� W i k \� 1
� i� � 1
� � � �
i' t �/ � /
��� � i * /
`� i � �' �
�� � _,— i�
� `---.�a----- '
�. � � � � �.
.
—a„_ _ _
\ `\ _ /��_ _ —/ �
�3 O� � �_ __... ./
N 3B'IB'5T' W 93. 7/2�� N 29'S8•
18.32' W 30' V/ --r
29.TT
' W 00 PIEF B Sz�26.
� w000 a�q E N
w � 32.19' 2227i�T6• N /e•
PiER E 2J. 23�
w 1 /fl00D PIER '�5� jS�YI
T
�0 � !B W000 PIEF
30.23.
3 F/BK D Q
3 F D �
1 �� I 3FD
�
m
N 3622'03' W / / I
21.80' .1.-
3FD ./ 3FQI
mm
�mZ wm
v "'
a/�� f �
I ��� �
PIE�ag73,
3 35•W
W 0�YI000 PIER WO
�
5 'E
SI.IB' S. 6i
z�sz�� �� � _
C? 3 F
I3FDm n�°' 3 F �� �
wao am f
m mm
a - :
'� . , -- eoi r Q PO q� (;� CJ' . ..
_ aa soi� ' .
- -----_ - --------------------------------- �
– ----
--- -
�. -'. ,-: " --- e� sa� ----- - ---- ---_ -------------------------
.. ,`__ --
-�---- � -- - -
m' `. � : ; - • ,� �._ _ � _ - -------- - ----- ---- ----
E KS IINLIMITEO LLC sp ''"�
l�'35� �B 3935 PG 321 B• ss E0� �
�YI +lOAO PB 20 PG 56 27 —. g`�'�
ExDa Rr. -nn- + o � � _a,N- _ _ � - - -__ �� 4;�
�, .(T'__'-59.00:RT: ; h � .. _ . '�a> \
� Ex�sr.
.� �—� -`\ ��
56 ��, BtG(N GVNJ l liUCl lUN
, N -ri- sra 20+63.00
, o � �-�... .-..
.� ° �''f `�___)
�� END CONST�
Y/- STA 2�
V100D PIeR J
�•E �r. J
34� woOD
�
� 3 F 0
REMOVE EXISTIN� BRIDGE, 1
FENDER SYSTEM AND
TENDER HOUSE
38� �N N
N 50'� Zg.63 13.91� 16'S7•iY
W000 PIFR13,90'fi �� E S. Sa j��35' W
� w � Pi No �
i F / 3'369�2' �
9/..
� 36.33' ' 4'
h,� r
���E�y; '`�'•;�,'�I 1 ` y. ' w000 PieR �
3FD� t`� ' y yo,
{ wm�lE, GI c^
Q a U I�J I 3 F pm
J �.�a . . ... ..�
—�NV-O. � gp9-0'3P E
---- " g' _ � __.
STOP
.. �
`=;r� - -
� � _;
�r;k.,- i
� SS �
\ � � //
\ �
� -a'M`__-
..\"'��. / I
�C SWING BRIOGE �
__ — ---__T_ —__
� � «
O �
o �_
— ���—'
r..—� -YI- POT Sto. 29t50.50 = ` ,
-ILW- POT Sta. 1Sf09.87 1
� 1
REMOVE STOP 1 '
ARMS (TYPJ o
0
�
0
15
PROIER REFERENCE NO. SHEEf �
B-4929 8
WJI SMEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
P&tE9.INdFN�RY PLANS
DO NOT USE FO CONSTRUCT[ON
�� 1 •" ` F �
+ ���> � j , � . �
,�:.���. ' �
�
_ � ' � '
� . .
� ' � � �' '
i
s�. � s
� .
} '�
� �
?a
r: �� �
1 �• '' i.
• �.. L .
• : ,. , '
�i
.� �
•
.a �
�,
o �', �; , �'
�_�_�'►��������������������������������������������������
��i���►�i��Q����i�i�i�i���i�i'�i�i�i���i���i���i�i�i���i�i
������:���:����������������������������������������►�����
� � ~ JMNS��'�y 7i'
' ' I
/�L G •
,. ' •
�r ::
•
�^ REMOVE STOP �\
� ARMS (TYPJ & \'G�WiWAL1( O �
i � � S/GNAL �.��— --
t o �_J
1 N �N __
4 WDOD p�� „
o � w000
� 1
t
1
1
` 1
1 y
'
, � 5
_IGW— STA• 19 +2
�pjCH TD SHEE� 6
WOOD P�ER
REMOVE EX/STING
BRIDGE EMBANKMENT
_ N 3G23'00' Y�
92933'
::�t����`t�'� ^:_�
�EB � � 20�6
����� !���� ���0.�
FOR ROW PLANS,SEE SHEET 28-8
PAVEMENT REMOVAL
FOR -Yl- PROFILE, SEE SHEET l2
�

� � �
N '
Z �
� -
0
z
I
z
-� � I I I I
��
� - -ne
* - -ae� `
/ � �
1� �'' _
_ ,�`
.
�
.
.
� �
��
— — — — — — -- � `i � io � � --- `�'ee,_ ```` ` _
--� � � �
. _ 2.rsac � �
•.NOl1ND _ - - � ` � / b i I I i � ; R9�
� \ � • � / - f � I
\ � I I � I I � � �._ i} I
u �' I -
� - --- -
�
, - ,
�_ � � Ii � E I �* I—� I � 1`• ►
-- i ,N ;� �— � I i ..� � �
c - �j ' O1 I
-- o � a I � oe
�� � � I I G OFTTOPSA�, WO �'I U � og �
O � I B�TiS PROPERTES ET AL � pj � �I� � I
0 �� I OB �1¢ PG � �I SURF �;IiY CRAB tiC. R TOK ET �
�- � I � OB �lLb PG l�10 OB PG MO
ML I 1 I r � � I PB ! PG !o r� �
I B� i sFeus �
_� n U �� 1 � I isFeus I I sae � I
� `��-f, 'iB`RIt- �� �` I �� � ISF9U5
� � ��571TION r �- _�_ _ _ � �SI �� I5�1 � �C �� F�cmvc � I I � �y
LT / E1P asr nn �P
_ ��`_.. � � = I - -B• - rsz- _ - - - _ - .fic ��'� - - - P F F �
. �,C •_ - - • � _
r ._". ."._._". - _Sb_ ✓ _ � ____ � __-_--- �r---_ ___ 97GR
�' . ".,l *rr�v.��'�';���e
BEGIN CONSTRUCTION „-JJ � BEGIN v C� �$
-Yl- 5 A 35+00.00 � 2'-6" C&G �} q
o �vaw �
� ❑ i01fN OF SI1RF GiY
� O p uB nhFC S20 q
__�-t—__r16.5'M� MAIK �` 0 a
l � �I
l — —
� �-- I
.No� ... „ � �� � �
) 1
REMOVE EXISTING \°'. � �9
BRIOGE EMBANKMENT \=a
s
�f S 0 PLAT GROIINO ' O
. � �.�o
� s
p00D P/gq \ 0
��� � �. °
\ '
\
�
'i`S (�
n� s£
� ^ 9
N esr
�
E IS BLK BUS
REAL E LLC
_ oe a+sT rc m
36'}679' E
� ',
/
� is a 'j
; � .
\ � 1 ; ��
� -. ,.
I •. � :
i�• i�•.
�� � �.
1 '. �
\ I��
�
i
i
r
/
1
I
/
�
�
I L
a
esr
0
�' i 52 \�
iB1E REST,AI`1R`GCNi
GROl1P
OB QIi RG 66
IS BLR gy7
BU5
=
�8'CONC �YI- +Nfc
O INV=1.69 �i V (� ••
�� Jf BST
-rr �
esr � .
IXISTING 2GI
IS MTL BUS
� }
�
�
t
�o �o�
�DO NOT DlSTURB ¢ IoI
WOOD PIER �--� Ia I
EST 3 70N5 CL B RIP RAPY� I OI
�,o � ��,�� � Io I
�-_
�85D0' LT.
Exrsr. �y, lo �
cau�oN•T �ocar r lol
OUTLET
N000 PI I
rJ ��—DO NO#�SP
— o9m -- PIER DURI
RIP flOCK �_
� I IIc REDUS 0/
I � II� �� � �
r
� X � p��� a
I X EX/ST{ II�
�� ��ii�ll
�BST� �� _
�5 a� a�5 � � i 48
II �ANp �
� lEROY 0.
B4TT5 JR.
� �oe at rc at*
o� ��AL f nucr �
I�ri �
k 1 ! i'
i � I
g� �
�CONC �
� � I
I I
� �;, �
� ;I ��
I� I
E�i
ne------
� �
� �
uIN
�
�
PROJER REFERENCE
DWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
�
S�TAL LLC -= f� �� NY � LSIpt�E Y70
� � � �'m p9 � O
I-X— � �i+ - "'F
X is e�K � � I� t�
eus _ �_ f
� �I � � � �
L.
� � ' - Q
I I I �
\'� 'x � I I � EX�cT. E N
� � av � �
_ — � — — e -� }
` `I` `BUS
BYRW� �a1GLA51�E
c ago oe sex� Pc
" 50
E�
f �
� � � o�
_ ^
--- -_-- W
-_-- -� W
_
N't 2� DO NOT DISTURB N
'wo'��. WOODEN WALKWAY �
. 25FBUS �
m pB VA� Zi6� , _
g �ALK ���"'----- -- --- -- -1----i-- �
� " ""_ . � �
� N 3 iF"""" ""'�"'"_"""""_"
��.1._� �
� • 's
i �_ .
0
t Q
� �'�
/ �
$1�
/f e7_ ����a�'�r:'`�
1
ti
I(� t
yN
� q
•---�-- - FEB � � 2016
•--�ry -- ,�;
" � [���a �i1�f� �����
P �
m&
NN 1 `
N I
Ne � � � PAVEMENT REMOVAL
FOR ROW PLANS.SEE SNEET 2B-9
FOR -Yl- PROFILE, SEE SHEET /3

v
C
�
�
s
a
�
�
r
�
.�
+
�
i
O�
N
�
�
�
>
0
L
L
O
Z
�
C
O
C
O
a
E
L
N
d
�
Z
i
�
c
.�
�
��
C�
�n•—iA
O ��N
IOW�
�a
� `�z
o °��
NtW
i -N
z:��
���
� ..{»
"��t»
;. a.
�
�: _ �
�1
�, :�
.,
=a '
'4
'<�
�
Ho11y Shei[er BEGIN 1
Game Land
�
� �
�
0 � �
TO
� ���
I�y�°w
o � �
�dCdhldT�' 1��G4I'
BEGZN TdP I'R
-LI-
o �;�
�
����� �� ����� ��������
�� V' ����� ��l �L1L�`�J��L�I VV � ll i.l
'/ ,�� ' `y' r . +-c' -, y.i 't � .,- �.- 1 r • .,;, �. r . <
i� j ji�° �+ �l �i\ f `,t" � 9; � 'r ,'' i'+j � 1� � 7 I� �, r r
'v. .� ..'..x _ .f i 'is� .r .�.. .4, �,�� s•�� - - t.�� J f � ts J1 � ,•` Y!
L
:i 1� �- � .a� r �� � '.'t ..*" � .�` ' -r . � -l• g
' r t _ .t �. �`,,✓ _ `� . ., i 'v.I �/ �•`F` A'y �`� , i5�
lJfifity Perrni# �rav`ring
Shee� 'i c�f 'f 8
A��� L�C�TI��I: ��dPDG.E 16 ��� T�� II��'Ed�CO��'AL b��4T�RW��' Oh�I �lC �'0-
Ocean
ROJECT 1{ d�� �� tYb'�1iAlL�o 1["Al"fA���lfl�+(� ��D'fYdi�y L1L'�'N%!(-��1�'ili'ey b'tY!]iL11C'i� �lEi� ��Sf/6'IClta
BEGIN CONSTRUCTION TO NORTH
-YIA- STA.12+90.00 TOPSAIL BEACH
END CONSTRUCT/ON 8EGlN CONSTRUCTION
11 -Yl- STA.17t50.00 -Yl- STA. 35t00.00 �lI . � .
9 '
0
?
0
—17H1 r-CCN! tK UY L7Y((,Lt =
-Ll- �POT ST ,+00.00 (0/S 20'J
-Y2 � POT STA.10+00.00 (0/S 20'1
-L�- POT STA16+00.00 (0/S 20')
-YI��POT ,�`iA.lOf00.00 (0/S 20'J
10+00.
�RfYPHIC �CAL�S
50 25 0 50 100
PLANS
50 25 0 50 700
PROFILE (HORIZONTAL)
� m t . . . ``;;;;�
��>
'� ' ' 1
'�,\ . . . . . . S
. . . . /'Y:
. �i
�� . . . �
�,�' r
�fON ' ' �
�:�-; �l
%
i �1, r �••
� ' },/ : �
�--�� :
_ ' � i
�i�i�J � ,
19+27.06 �`,
� �
/;� ;
,� .
�:• 1:�/�
.� :.
!'
. . . .: `�• .
.�
. . �—_; .
��+_�"
BEGIN CONST
-Y/- STA �
0
�
\ END CONSTRUCTION
-Yl- STA2l+63.00
i,
.f�.....
0
.'
��_____�
.,
-RUCTION
+00,00
Q
ROLAND AVE.
------� ,. . . . ';;�7� .
....'! � ... .
•�- � . . . i' �)y' . .
:l—f;. . . . . . .l' �r. .
1 . �` .
1. �• . . . . j � ,: - . .
. .
.' � '
—Mf,: � /J�(
.� /�(�
.• �1 J •
f . �'\�. /,� �1`` �%i��ii�//.
�.
. . .� `���-; ;. . . �
�. . . 1
. . . . ''•,� . . . :•\
. . . . . •.., � .-''. . . . . )
..... ��. ....
`�,....... ..
. � "\
, . . . . _ , ,��
� . . . . . �%i�%�l.'+? 1 `+.
i,`� �i7 � � �f •
. . , ' I
4 . . i� ' i
i . . . -i ` �
; . . . . . . . , .: ' � ! • �''.'
� . . . . . . . : : i{ ''...� �
. . � ,-r � . ,,;
.� � �- �
.\
^�"� / END
- `'1 _i�` _
IAIDEX OF �I�ETS �T'ATEI2 AI�D SEiVER OWNEIZS Ol�i PIZOJ�CT S�
SHF.ET XO. DESCRIPTION (I} TOWN OF SURF CITY (WATER AMD SEWER)
�-1 TIT'LE SHEET (2} JONES ONSLOW EMC II�iC. (POi6�ER)
(3) CENT'URYLINK (TELEPHONE)
U�2 THRU il�-3 1�'EU PI.A1Y SHEETS (4) CABLEVISIOl�' (CABLE T'[7
U� PROFILE SHEET (S) PIVC (GAS)
a
J
h y
UO
z�
�
BEGIN CONSTRUCTlON
-YS- STA, f1�-05.00
END CONSTRUCTION
-Yl- STA. 53t75.70
END TdP F'd20�ECT �-4929
RfY2- CEAITEdl OF CIItCd.E _
L2- POT STA. 59 + 06.37 (O/S 20')
-Y3- POT STA.15+86.I7 (O�S 20')
-�'� POT STl�.10 + 00.00 (�5 20')
ATLANTIC
END CONSTRUCTfON OCEAN- �--�.� ,-- � { ;
-Y5- STA.1St57J5 �; �;, ,,' ��� ��� y .
�����7�
�? \ END CONSTRUCTION � - � • ,-
�. -Y4- STA. I4t35.00 �� _ '=�-` .'�y��" � � � �.+�c �'.
�
TO TOPSAIL BEACH
�_ � ,f'�a �' � .. � c� ;� '"� �'
- - ` Q �,_ - ',° -
� �� LL .. -
I �C� � C�-i ?U�U
� ""'J"' �'t '' "; : � "'"-P° INCOMPLETE PLANS
g,. s.>.y` .;' �I �' .,� .. �P i; ,� �c `J :, '.a DO NOT USE ROR R/ W ACVUISI110N
�P,REI:IIKINARY;��PL=ANS�
--;DO;NQf V6ZPDR:CVNSfAIICfIOH r
PRFPARED A' THE OFFICE OF.•
DIVISIOX OF HIGHWAYS
UTILll1ES UNIT
o UTILITIES ENGIl�'EERING
y tsss nrarz s�xvrc�,s cErrrea
R
RALEfCH NC 27699-I555
� OF Tf0`�5�o FAXN(9I j uU-f75��
RogerWorthington,Ps. 1/'rn.rr�S SECTLON ENGIl�ER
Bo Hemphi(S P.E. OTII.ITTES SQUAD LEADER PROJECT EA'GI71�ER
Kelvin Martin U17L(TIES PROJECT DESIGNER
'➢ ';:�v`

_ � y5 �a �c ea _ V �w
IZF �d Sf6£ BO
• _ �IS"LY� ` " �I���al. ,•l,`S I'1 /_ /-' v?
� `� 3.ro3ie.5V �- _ �` �
- ,}. � L - I ~ ♦ ♦' " _ ' `O 159.01
� f, �; • x' z \ l� -.°�m-'-^' {�i�I ¢ � mo
y '� 'F m F m� ;� 1$ IZ' � 3 m
� � {-�' � ,il ,ft/MOFION �J3d .9d07S �SO!!� °' `� '� '• � V���� `�m
\� •' 3tlIS30 3�13/N�b'; Ol �J3Ql�O.NI i3m�a� ;,` y " I�� � � "- - — -- - - - b
�
�p y 3`J�01 9 N1�J39 1V S1N3W3Fl�Nl .S� hV ga "' �� �� ;� I�' I. �� , ,'�
6 0'' `� ' 11SNb'�Il 77/M Nddd 3S/]-117/)W = - �T,�� t� � ��l
" \ � . � � ` � __ '-"' ;J ,� _ �l �, � m
� � ,� ' ,
- - -/-F IOf6l S -Z7- � '' da iim �� ' ". ` �.� � diN °"
;'� `-�' �� = L z _ e�rs H�vo�d l939 � ssc a .ro.i>.� �-- -" _ � + � '��`;; 5 �3- . , . ` ,' °
� � '121AS6L ��9t�vlol�,�o's5i � � , �yl , •�� �' o
� ss d 6 Bd i� y�t S �"� S3H�'d !. ' 0>�JNIdt/3�� ONb'H n
� d• � , . �i , Q -- -BO'� d� �-ad,f--- 4 31IS
1 � � d x L91 9d L16 BO L �3�i � 1��'; JJ{JI1���115 QN3 _ m
�� 90'2t6/ b'1S 7- 1 Rj � ; dl �i ` t���i ,1 r i' `' � .I ,� m
� 3J01t19 8 � aix � z;,; ,� '"- }',li e� ��', t r+ .-z�� X, S3dJt/ LO' 0> ONV�13M NI llI� ,hr' ��` ,.��
_ ,ao•sci LZ ,6b'16 '� o aix +%i�YAviS�Y, _ �.�,� .,I ,� 1 � S3dJt/ 40'0 > ONb'�13M NI NOIlb'Ab'�X3 � �
3.IO.L�9E S A, .9 . Z.9C N m� \\� ; � � A �,: sk; � A
31d OOOM � _ � � �' �. � 3 � �� � � ' . sr$&-• , ' i-'�' �y:.su�, . ai� eiH S3d�d tib l' 0 = �JNIFlb'3�� 4NVH � ,� i
L�•� ",11'OS ,166,113'i^�r,;;��, � - 1-- ��!,-' • � „ 3 d �j Z 31IS � � �
� - � � .. o`= ' „ _
g.b0�lb-Sb: ,c� ';,r�,. �� .`' � i • \ � �+ C
� ,2'0 ' y� � � '17.9 dl i i,Y.+c i �S}i�� ��'-1�'\�{,b'� . � r ,. �
/' ��0'S9f N � .4'6b • tQ� Sy 5 370�IV.54 S 'O� V f � - �_ �Z,'• ,I: I.�': � 1 V`'}n• "}+'' �r •OS ___� ml � �\ N � N
s 3 ' � x {�� _ 3` ° ' ' � � � ' � �°
.60d6.Sb I
�F 3 £86.5 5 • `�� 3 3NI� d31b'M '�G��"i13SOdb�d• �' �t' t � •' '.. .•�,;�._t����ioib� 1 �� ` �.�, �z� a
S3d�V l0'0 � ONVl13M NI llI� / � � Q?, �I E� �";;,.-• FQ � . R ' � �
S3d�b' l0'0 > ONF/113M NI NOIlt/Atl�X3 � - ; ` ; LZ• � � �Qo� "�'��- + ' � �
"�� _ S3ii�b LZ'0 = JNIHt/3l� dNHH o3 � �� �I� I L ���as ° .'� ---L4, : i i aiH 9L � � . � �
' �d �� _ N �� 1 _ ' ,h;; � • `-ss ; r� v � � I
E 31IS � 1' � � i < <`� aiH �•.ta a O'g � FS 7d 6 Bd
' � l•��. �. ���,}.�, n Nlm _ -v"'i �^ � V .,Yµ"M �" d ' ' r 1#i� : ' + - - .\ � !91 �dLib 90
U `��� °i x '1F/.CYJ58 �'17 S 9 u IN
��t✓�� ' ♦ � -�IIVM 000.x Q ��-� + - "'a~ a ::ii � � �1N � %� �` �� I �'��,� , i.l`�� cc na �R�1 . i i t � ` �re- � i �
n � --, �� 9s �d oz edx N �� - .m '� m�; ;,,s�,n� `s -d 't, ;,� t`SS� „9 43SOdOHd �O , �'L
'1SIX3
= I_ 95 � OZ 9d 51 9d 169 90 O °' a •���� _3rin xaa xrc aava ��' _ �4� `{� � � \ �� / LZZ 9d OLSd80 � �1F/ AOOB �
90f ; 9b12 BO �
sne d si sne d s z 75/X3 £z �y �.- i WOI+ -
+ -
� � _ - - 3f11 H'H' H � N � � ,� u ° e �� od 9d 'g �i ��w n�"� 9 . 3f11 � � N 1 . 3Ql . '`
O �/��w�' / J H H H � _a-j � 1�i�e 9y, a i' .. � • . ., .._ _� _
di � � �n � - lan S .o = j� �. ro aa� _ ° _ '
N _,. i H f J 2 i�a ' `� -r1— -- � � J s �5/� �s�� H91 ,L S
_ ""..... � • `�I � ''' ' a• "' ,u — . " _ _ " - - ,� '��'�q,�T �
mm �.156f1i_ �• `......����_�ljr,x` ,7, . � - Y � l�18i7" r'' ;Y� � - ' ' �. y ��� �'.. ����
-{ °��— —�i�s.�---- � s,_ _ - -- _ _. _ -a;__ _ _ ..._..�. - -- - - - -,,,_t'�,: _ _ _ I..i `�. +� -��- -� ` ` -- -- -- µ. - _ ---- —��+��# xy �.
_ ...,�„ �.
. . -.
.. __ �. _
. • _
. __ ,
— , � �
� _ _ ,�,�, _� �T _ .._ . � - _ _ _ _ _ _ � � .-�.-^- - � ^ __ — - _ _ ' _ _ _ _ _ - - _ ` _ __ ==ri__..-, '_'_ _ _ _
� ___...____-- —��h -- Y � IJ.9T_Y i fy_� �-�" _�_�'�_�______ `T-1589f OZ��N'90S'UVf7N- �'-'
� — � ; _ _ _SS„Ol a3SOd d• "' � �'- , — ----
----J-T----='�_�..-�- -- ��{�, l �-1 � - - - -_->•— - - - - - -hp� -- - '�C:t rtr�ef�. - - • — � � ' � - - - - - � -- -' - - - -- - - -=-u' ± _ -- ---- --
--��i�- = ---- --'a`w�= _ } .s' � ' _. � -�— _- - ----_"_--=__--=.-t= ____
� --- - - - - - - r .,. �_ ''O _j� -Q - - 1 = - - - �rv-:e,tai - - - =.i ._:`��,;, -.. xacy� - - - --j"[�"' � r s�j; ... �j� i'_ - - �- ---- - - - '- -- -zc�--� _ _- _. _ _ .. _ . _¢s�+_ - _ - - _
^ n _ l` . __
,,,� - a;,�<,. :_ _ _ . .. �-�! - - -� - _ - _ -- " - " -- - - - _ _ - - - - � - - ' - - ' � � - - �
si £=?uL =` - y V JN0.7119 ~ _"_"' 11 � -a i,- _ ' r•ti�c ; _ _ 4'�T• - " ' 4 ��it r-n rTM '" " _' ` iF . }.i' _. � _ 'q l' ^r:� • lYi- - �Lx n? ._ - - -�t�...' ._..- -- '. � -- - -- ----'�-- --�� .,..� _ N
'� —_---- � _ - - „�..q,•`�_ -.�.��-\-',_ - --,�'`l'' -'�'ia"-v�^vJ"'..��"'_ i 'ex _of5d'" �'^c�.�,.�- _� ___ : ��asr- - ` �• ` - - - — - ; ;S, --p ��`_. 1 � ,�c•9�`3:� ^ . �q�._ . -- -
j � ^ --�....._ -,.o � 4�s e ..w' _.,.�_�•,;.�-,=- - - - ' . �- 1 •�. +v.bl . - �....c:�.' � ,� - - na�� ���rJ , - "y' 1`-z�~`-'�^" g `�'�' � .§l"9=no.t w <_, \
� , � _.�
-•-- ' _
_ililii�d-__ � W 'JNLLSrr3 . � - - - - S-'JdiE9 ` . _ ' ••,�n � �'w. • •: �,, x v
J 2 , w -
tn -- -^ - - - , . . . . . . . - _ ° y , '" : _ -- "� s¢i �d s �d - ' vT�� aa 9 j - --- --� ' o - - "`� - _ _ .-.�_e- �9 .-�.-� �.-. r=1v'
� �-�.� II I� O - £CB BO F99 Od � LLb 90` �A48PfvFv�,.t:�y� _ , xJ C.' t 1 µ � { '�' i _ - -- � _ `
� . U w �l � ' � eec ea • _ '� , �� "'�y�f /�'- SS� „Zl 43SOdOHd � �� •� _ .. . .. , A'
N d L 9d SfU bl.s -�- � A m 3 - s 3 � �` � ..r; ql°^ �, , ,���J'Jd- 6 9d �� {� i��' d b Hd G: I .- £ 1'_ � -,k- -- �- ��� 1 V
6ZZ 90 �� p� -_ �- � i�`_ ,_.., ,,., i II EII-'Td £91Z 90 l f5 `Jd 6 9d
� �0 d�5f ES 7d 6 BdB'��i - 1 '�rtpy i � - �;�(.'� --- �d 6�� • 191 9d 116 BO !^ �
n�/1SN0� ON3 (� `I� ;;Im � : i � �
ue /� �` �' ' � S5 -"Oi" a350aQ8a---� - '
i�. 90C 7d 6E9E 0 � Z1 ` 3NI� Fl31VM OL 03SOdOHd ; ' s' i " 'ls�x3 9fs �a-SCs�c ea'
i / 'F fi � n � t� }'�Im 'a i� ' L '17,GT(9I .k � l � I � �+
O � f � � " � � ; � � � + - - � ti� �i
+ �Si � � � � ' II 6bl Od 9d � £5 ']d 6 Bd � ��� � � � I � I � . � ��
� - �-�, J ioi �a a E ea o � .� •,b � eec su � � ( i! Y 9 �1 �,' � . j 'r �'� � � �
� 7W,I � � E d 6 8d �J � � Sf1B �SI Sf1B 11Y1 51 '�`
� � ��� I '1 �, p O .' �. N '. L91 7d !Lb B L � ` �I���, i _ .{� ' \ i�
' �� W .66.92 .92'OS . , .
� O ,�N M.65,66.8 p d9'66 O' /, i �� � � l I
�` Q i � .65.6b.BZ N .b { �I i • 1 i . )
M O��O � { M.65,66.8 .12 1�'' � • � 1J ,. �
�-�O �p0' O M.65.66.B ,Fb'OS i � � .._' i.�__' .. . • �k �
,ty W 1 � 1 � � M. . Z ���_ � � .Sb �a �� �
.1:� • '. ' `I}
� ' � TQ �I .66.B �/�V/pi.s�X� � v, � �< <
\' 0 �pp j I .65,6.BZ�N �} 'M.65,6b.BZ OL' � NW��
� � � p0��� W '17.8L65 t� 'LSlX3 � � F � M. � ` d ' I � \ s ', . ` 66'6 +.FQlB ,ic � 1f
p � O /�� � B + -I 0 '17.SF8S � � m 65.66.82 N I , m .IZ � �• , / � / �k
9 z �/ �N� p I + - - / �n - J>� � 3.B6 S 6 �.B ,'p1bL2 S / +
� � y� '/`, O � \ ',' `I i\ry � `,'' C51� p3 z ( I�
� C a / � � � r, ` - ' _ O �� . 0 � : N - 019 � i
1 O NN ) in Oil `Jd � 3.Bb.02.(2 S ,90' \
Q ,� t 91 'Jd 8 �-��, .86. ZF N �- `^
;d � o x , z (r -- - --�n' � � P .{� 't�. <^, !66'—_
� S`G r M .62.bZ. y f ��X_ � N �O'00 + OI �',�S —l� � A1 .B6.9L2F N
N �' f,� 1 o i 0330 ON� � 3 . , e _
p o W I _ Ul �' OZI d V 0d ,. . � 1 /
`+� � 5 � I f�� ¢ 356 9AL i . ,�;, � . T 7��r
s � O � O a I � I I�'�/� .' • 1H,L6' o; 6Z6fT-� .L��102g`���.L 1H1��
_ � i � � . . • Z6'Bb+ V/,(- & �
�\ � i�.� , ' sr
,.� ' 'F � OZI �d b 9d .6Z.6 .Ob S � 'k
z s
N 3 � �
� P � i01 7d 356 0M ' �i y.,`�'a�' 73M/ y gd I
\ � .. . .. . ' � .. .. . . .. . ' ,k � �ic _
n
z � �„��" \ a o 3 NI lll� 5310N30 �`
- `_ _ _ _ _ '"�e--'-� �++ _
\ � .BL'oLl '00 5 \ x/N owlsia _ \
\
..� �_ `3.Zo,80.ZSN ""�'."" �Tr-�'� - al�� - - —
� � z�y 9 E g 1
. r� ` � 90i � ONYl13M
j i_ - -� I . i � .JSIX3 „� a a�
,F " 3.9L9L8£ 5 '� s �_.__, ' ""\ .z, �-,a, ... . . � . _ _ . __._ _ ��� W �1 i � Oi f VlA - P �
��—°__ _�y` i•-• Ai___'_z- _ -.`.___� .e�6•� i, 1 ,r+�
--"_'_' _- i7.Of � `�\,� � ,__.-x-�- �] .a� � - - ��� �rF� . . I '3�. � F...:S�F n I tJ NI �k ONY113M NI E;Y% 7��7�Td�� �
-- � / . .� .. � _ .. - _ " _' . > -..._ .... . . _..- ....... ._ . _ _ _ a.`., ,r t r'� t NOI1VAVJX3 5310N30 o'i'
�.�x------'_' � � i � ,aS'S �dNl ___ __—__��'___..._...-5i- . " 1� "� �.,,c, ,� I snB I ICLLl11_Ld'_
Q9j 7
� ! .8�'._9fJl , uie oroisixa � �' I li � L � � � �s;�
i �
��Z l_ - a, � fl e - -� 1� �Nrov3i� � �s
�' � - "� . �� � SN" 1 ONVH S310N34
,NO�Ij'1'�:f�HiSNO,�>;:HO�:.;3S�Gl.lON 00 � � di� � e � ,� /�
�'•',SfVtfld��ay'N.I.Wj�;�ad � 8 pb eiH eiH aiH . � .� �
� SI '� � � i a M � 00'06'�ZIV1S -Vl,l- �
� � I� ; zo� jqp4 90 0`NOl1�/JN1SN0� N1938
� � � ... -� BVI D �n 'e '� / _ - _ \
Q dy0d � i�$ 'r ' �z; ,� ,t �i�__`�\` �a.
$� � � �a��� � --
\ tq��'d 0151 0� �• ;,�Q �q � :'+ '_1 I v' ; 3� b�K.lb 5 � � ai � � ` `ay.'k _
�UIML.d� }Ildl.l�� /��E�1�(� � �' - .ep0uz �o,�p� � I 4, � a�si 3� � �' � � ` �
. �� � wac�. f� M � 4. O. /' :1 � � \p Q
, _- � _ _�jl �.� a� ` � o � � ,' ,
, a�s� . �� y �
.. -�°'3(1 6Z6t�-9 � � iio_"s_a � :� "� m� oa ed �
'ON 133H5 'ON 3JN3213j3k1 1J31'02ld � �Q"- • � ' �d�9�� 0a . , � � � � �C\ � , �
I � ���n IL 9V1 i . .� . A < , �
: �

. P
, �
PROJECT REFERENCE N0. SH
f a P �
. : , • ..,\ . � ' ��\ ,', K a`T9y�.'yP �/ + \ y,� r���/ ����d" B 4929 UE
� � ,� r '�.d� ag°'9T OyrO ���' ��/'' " � \V B yS CcnT / � �;� // /��� . �Lo y �
�h/ � � /� ;\ oy ' ��/� rR4cAc�R �f ��\\\\ � ` �\ , >` .- ' A�?�o4� /� �/� � Yti y/
� / �� / T� 9ij y0F4 �`` J T � ,.• � �yi '' ' � i � � � ��� ���
i �� i ,�+ � y P �P ``N Q� ��' i /.l s vo•'�'H `
b : � � � ,�° '� �' S y � v. \ 36 �� � ./ � '9T i 63 9S9S
� / .0 /' e`"aC� 9e C@l� �. �9 �js . \ \ g,� � � �SF \� :�' /�? // c�� DeTSF��o°'SJ•�'
� 9>y , � / 2Sp0i(.4.�' � /�, y � . � �\ � � 1 �GS � , �� B AB389 OG�r/ e
� � � \ o Oc, �`� � lC / /' / �j� � �,� 3 6.e FS
� � '/ '� e°y ��G \ Bbs vawo v �' �\ . 0"A-r � acf' '' � �o �6 t7p� c2 �� di,
� � � a� 5 �B C< \ m`� o : � 2 � � � / � � � °o 'S v �i C %/
,� y�. � \ /� ��y` 3B,`p,�\ � a' o� ` �, � �' \ � � / y� � ��/ � 1 p ��� � / o,'�Jps ���
,� H/ � ��vyytiti acF ' i ���� �v ��/ / / � 2s � S EET. �� �e /�i�/
. ///,� � / / �O 39 i / ��� �/ lp ���/ / � \ y��, �p /�// /
°./ / ' � / �� � \ � �i� , �/c� �// / / � \ B(if, � /
� o l� / � /
c
rn
v
m
a
vi
w
�
n
T
v
i
y
7
U`
N
a`
v
m
�
m
4'
A
L
�
n
z
9
l.�' S �Y �. •,\ � � . �s,�' � � i � ,��/ � G
� e��'�~ � v .6~ \ . l � � � - / c,� r yOq sa•c � , • // / / � 'L`
'� � / � � �m�, ee +� `�.� ��,4�i�s�, �a,� � � S¢o °eFHr�q� oN� � � .'j� / l ° 4 �,
� ,� � \ �� . .� AC'{'CBG3` �`\� � ���' � / ��` o Ae3 A�si O� / oa /�� �� S�P (� "�
�
/ � �� u , ��s,� �.• x r r�'� � a e,�,i0c�,"c \ � ti5 00 � / � �o,g`,�
'� � s +! �`'�� '� \� � ' � � \ m /` r\^.�,V�,�r Sqoa l °S s �/\ oo/ /i� / �� �� esjs°1' i
\y.3 / �F � \ \5�b� 9� ...� .. O a � � ` �•�.�yc �f �.o` .� . 'Ss. � 5 �� 0 � �nw J O ��/ A OF.C� ACC
/96�3. � \\ M• �'�q / p ,••`� � p: � ,s` T � w 2''�-n� ,�� Bcr �� ��a Q y' ��9�
�6�S2.E \ �h � .i� `•�\ / � . '`� q � oBGS 5�yy�i2y�'d h,9(� 2 � j / /� R1/5 3. F � S
\ ,� e,'\''�Y� � �9 \ Qo ns� r0,Q0 B / � / / � �i
� / � � � •� ,�5 S6 34 _ �;' m \ '1- ���.Ya � � i -
Q / \�\ �'i`�)��9 57' � ��9� \\�\ G/y ,6� Tp� "a:s � C // / / `�cy SJ9.
S3� ��;N .��"'f � / �� �\� OBti� / / / B�.9y�9.
�s sSS. ,�. � \\\ ,�6'L� •� 00 _ _ _ _ / � c .. A �\.i. `O �°e STO .1� `�s' i / �q'Q�'1'3o.°s�P 1 ' �7 `
•00?2. N �l a wr � \ ,� 0. / � � - �� � � \V Q ` 4�'°cy.� a+.o 'Oc,Q.� / � �1 ��op p�, oPe�"
e E �o°ti'� � � T m3 h� � �y 2 •,��\ ��,� syyc c92jec�r i .r� bcei�,�} �
z 6�` �\ ��N os?S• ����/� / / ,r � � o" '�°�' r s 1- / / "r eos �� 9s �
S `' 't.5' \ O O 8D �2• O � / B � � \ \ N "° '�, 9
,T6, �vy \ '`9,�9 1A i�. 6 �` p. F �(-' / �^ (� �� L� \s%4 .SC,�,q C . / ` ' '➢/�' >
Ty, �S. ,OV 0� V� 'l� c� 1 �i `�`/9 s�/ � �/ L \ \ '� ' - C ,' / / / •
•Op??. 04; .o \,`g�9 g,�by 'l�� • � 6ARF � > / � Hpp . \ \ro � / � � - �/ 1 �', ✓
F Yc �' �'i6'I'S � ,y'�,�, 5 \���\ C`)9�rY -// / cr�� \\\\ �\� ��` ' �� � �ef'` ``�` i � Oeq�
,�9 � t \ .OA'� � � / A% f rO,o �� ` \\\ � , / ^ \B 9� `` \ � �- � ' �'iy Ae 90
� � e W� .• �-a. � xr
O s �<�9. 0� c � e / 260 \'e. � V. +lc � e d�.e �� a�� 0.� � S '�,t
3s 5 b,�'� Sti51 T� \ �,, � D�` q�,e. \,s,o \ - /\ �� •� y,'?n C � 9 Y� 9 3
3� �sosz2, ti � oe'�'o �°�r. s3 PROPOSED 12'FSSf sF �F `.� ��+ ��� a,c9�o," �q< F ,``�o.r "�y.
p P \ 9'P \ � �+ .n 9A. 6 � i i B� � � S. T Q�}. 9 09. S `� a Oe q� ',y� E
/ '�. �
�\A 2ye ,S`G ��QG�, P36.�,r2 / � •, � i O •C 9 y%J\ 9F . - � �?C 3'c4 'Vgy <E. a�,� Ae 3s•�Op�"\
O � b. ,� .oR'rc ° a' /� / i �'°�"�! � �� �i o � dya•yg -� a nF'q
S `LS C �\ o- �" � �� � 'yr G � � \ � / 4 C G. 4 ,T 2
O N 5j3 2� �'N ,��<9y ?jS �lY�\\\ / �� k�P . C4 S � � i0� \ S �y�/ \� 0 �' 064'j' \�'i C C�/
63,69B�W 6 6°'�ti`'' 3'I \ �� .� // Npp ,9� / \C B n C Oe 3'f" \ b' 9 O
"� I/� S 9 S � \♦ 1'.'i.. .Y \ / ,r . A 3 �,t� �9- s
2�,. � 31 PROPOSED B° FSS � 9 m roe`j,�i �/� � �, ` � s`'9,o�q,�� '�°�.
O ARLENE YOW s PROPOSED 8° SS ��� � ' < 'ya s � o,o �i
LC1 �8 1620 PG 42 '�6 \�, \ /� %� � � : � �'c'F� � � �0 � 2� �, \ ST 8 � �6RiC
PB T Pc 20 �r TOWN OF SURF CIT1f� `'o?s2 � r/* S � 4���o T/� f s ��`- � s r 4 �
` // � , l4 O� 6, A 9/ 2
Q DB 3391PG 28 �°"2F �� 4 �5�. iv "�'ps°� O �'. � \\ s'qq B�,c e i
Q / � `� e o.�� �o � c ,q.
rt � �6.
� i '� , f/,! � ° `\ ' 41 � �;• e� �"< `\�,^ �.� � �
�
� � � PROPOSED 12° FSS S'� i�ra����i� � 3 � � �� /10 F+��q�R\\W �y �,�*� � �i�
�; �y '/
� .�s � ,o. � "� ��iiU .S � �`� i ^ �'tl��/' I
¢� ° Q_ `� �+5 � � � S � k ', / ��f'BGS �'-T3 m \\ IZ ' 11�,d/+/
,Q A , . . � . �' .
�i � ' � O � �
� � / / ,t"
• ----------- ------------- � '
E.,. ---------------------------� -__---=---_------- --- ------- - � 8- F- _ � ,� _ � 4, � 's`
, �.�. � //
------------------- ----- � �
/ ,\ / y� c i
W 3 � \\,` / y��, \ ��� / /
v2i R � R � PROPOSED 8° S` ' �; � 9 � / /� °e�T�' �� �'; �
�s
�� o' j� � � '`�a � � e / �' � ' ^ pe J a° y� i �
� � / 2 � . � S.. e � � 6. / i /ydi \� J pC C F',p i �/ /�/ � I
� � � i/ �/ � R ,3 \ 2 �. `a`�~ �9.�5 ..a°� � 9�e, 9s, S/ � ��� �� j �, i e,�,
~ E E E E E E E ,� E � �'��3y ji�ie. ��. ' \ A�j� �a�o�a / r; 3 99. � Sy o �•9-Y9�e // �
U� � � ' ��'.jp 2• w4�c ` � PROPOSED 8° F55 i) � �� s �aa~'o�� � s�°{q��9 o�Qy2�r ��� � , s�, �
� / � � /' /'l/ QAOF9 • I �ro��-��yaa`' � ''oyq�q`. sYp9NCC�F /f/ / / �
� / _ � Y ( �` 'r `p \ p~ D ,O 9� l� SS- 9e 9 / /j(� // / '
O � �' \ �tii, �9s'.\ ` / s° \ �y, m'`a \ ,�� `'P e 92.6pH � � /?� /�' ' �
30 � � . � sn, '' / �a''°\\ � y pc��9a �\ �i� ��/� l
\ ,� � y � �� �9 `\� FBG,c ' • GF ���� \ _ s%�.9'� _'�� / /
� ' / / •�
� � iTa 0 `a"' i'1� � � \ 9 �� � , � / �� � '
'� � � s. ��y e. Fo R � 38 � i/ �2j• � �� h`' �p•� f co ` �r : /,
'� ' � / ag s F, i / \� c �F � , � � �. � y ` �° / � / / � .
.� � '� � / 2adY�3 a�q�� � � \`.r+\ � � ^�`4l� ��\ ` � 0a0n ` � '�/
'� i a�,' c ��'4�.� • \ �� � � � / �i. ���s �. `, y.gvyti�o' ` j /
�A � � / i , A� , r . ����\ � � ��R� � �� ti^� r � �
� . � �,&' u�° ,�` ;� a i/
� iym . � '� � \.C� i r d O �� �� `�a� / ,,
ias� � � / � . ' y --- \� - �• ✓^ a 44 � ��� � ?, //�
y`/ /'� s �j ed %� �_ '�' \ ,''!`` ` �\ 6}'+ �v
�
\ ,� • \\ p ` c \\ `
� � p�FS�G °4o6'.r. 37 ��J�l � �O� p� ���'�ss. s ` � y`A � //�.
� � � pe39r�p` o, ti� � o� ,(' �"� C 392 `;\�` 8/
� s / '� / 3 $a '�'TF�G : o° ti � � ,� � a A �� ` / /.i,. /
� 3rs � / .o� c� � o y ' � 5 ; a` 's �t C> a°� qR s S' �. / �
3�) ss3 � / 9� 9 �C � titi +,o.�•�Sl J q�'6. O� � ` � %� � e�M e 4 `` `i �eT'1'F F o � `� � � /
as. •e � / s �ti:�o ycm B�F`lEH v9J. ,�/ / \ \ � \ BG'` ' � 39 qsS� '�Ty ,^� ��/
\ / A�'Jl S�� F Ss �\ Csr p �� /
/ 3 tc &{ p�y�� ¢ y�9 g�/q
,� � � ��Sy.F ����s93.� S39S AC9S�(��� //��/ �%/ �\� 11\ ��� �qY i�'i�� O �,2SF� /�� / / ��'i6�� ��GYYi�C �9Sltltll�`�
/ �pe �g9 eps, '�. .�O 91. � 9. �� � / r' / �� \'l: � :� �t ,' 0a0 a � � ,.
i� '�.o,,c ric a5 F` � ( /� " a;_ p,,,.�;, a��oaa�,�^a �ii
/ Shf.'e� 3 Q� 1$
.� / �l � C 9B22O yC`0 yS // � // �s-c o �/ f i ro�na��~d� � � / /
� i �/ � �� � l 0a a /� `a ��,�r�� � � /��
� s a s ` � w .�� ^ �„ � a,�v ii � � i
i a, y" , i \, a��„�ya \!�\� \ o ��/ -;,, :
� •oo�'sq tic:,� � � f �� .• \nD,y' a°���'vao F � r � ` P'RELIWIINi4RY.,PLANS=". '.
• /� �� 'Oa.3. � � \� ry � � / �,ti a.� s ��., y''�o �
/ pe 9�GT � ,; oeFSS • � �, i % � �a��.� r �, � ��„� � � ��i. ,,o�;; D0. NOT � USE, FOR`,CON$�'RU,CI'ION'
/ e o H a �i F ` � I/� /' �' '� � s \ ��- / ��.
� � 3'°c c<<� °a9Qc°,rr `�° � ��'��ie�' '��' s � � �\ \\ 1���� /` �i t�j � � �' �`�/1:=" . '`;
A . � / / \ m ,� �y ����r !�'
,\- 9SS' S ca�BJC , - -7`�� �-\ `'c ia9Boos \\��� �// ti /QU/ a �v�._.�
\�. .�. �� 39�"> /�"// � ./ `.'/ S f \\�1L�i//.�P�O�/Y �% � � -..
FE8 � � 201�
- ---- _ :��'��� ����� t��`�

Cfl
�
O
N
�
M
�
N
�
0
N
N
�S NOiEiOPOGRAPHICALINFORMAPONPROVIDC-0BYNCDOT
; �
I �� �� IXISTING w
� REVERSED� j TFLEPHONE LINF O
REDUCER � Z
1p j i z � � m
----�--- ---- --- u, � � --- � � ^
i ' � h ? d Z
I � Z �I x�=
� ��t�, —
I '
� _ —___ + i
5 + ;
�._i ._. ___ ;_.. _ :. :.
�
� 18" MIN. �`
� i ;
____� ___I . _ I______.___. ' __ _
� i I
II W TERLIND 10" i I
5 I �— TAP IX6T1�
- __...r_FORCEMAI
I SEE DEfAIL
EXISTING 10"
SANITARY SEW ER
_ — — — _ I — _ —
E7(ISTING 4" FORCEMAIN
(REMOVE AND CAP AS NECESSARY TO
FAQLITATE MSTALUTIONJ
— EXISiING
TELEPHONE
L1NE — ^
EXISTING 10"
WATERLINE
� I � m�
INSTALL�APPRO%.354 LF. OF 6" j -��
RESTRAINED MJ DIP �AW WA i .�o ? O
C151 � FORCEMAIN i � > >
INSTALL APPROX. 75 LF. OF 10" PVC
(DR 35) SANITARY SEVJER @ 0.38%
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMAiION PROVIDED FOR ENGMEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATiON.
(2) THE UNDERGROUND UTIUTIES INDICATED ON THE PLANS HAVE BEEN 7AKEN FROM INFORMATION MA�E AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. TH�S INFORMAiION IS NOT INCWSIVE OF ALL EXISTING UNDERGROUND UTILIiIES AN�
CABLES. THE CONTRACTOR SHALL WORK Wlhi THE OWNER TO MINIMIZE CONF�ICTS.
(3) CONTRACTOR TO FIEID VERIFY LOCATION OF ALL UT7LITIES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
U1ILITIES.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES Wlhi 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 CONF�ICTS THAT MAY
ARISE FROM hiE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLE� IN TRENCHES ACCORDING TO STANDARD SPEGFlCAT10N5 AND DETAILS.
(8) SEWER AND STORMWAiER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOITOM OF
STORA�WATER PIPE AND TOP OF SEWER PIPE.
MAINLAND SEWER STA. 0+00 TO 2+40
EXISTING 10"PVC
EI.EQRIC LINE
IXISTING
TELEPHONE
IJNE
10,
3' MI�
'____.._ ____ (TYP.�
MSTALL APPROX. 149 LF. OF 10" pVC
��R 35f SANfTARY SEWER � 0.38%
BOREPRBk10'
SEE DEfAiL •
i
- _ - j
IXISTING —��-:
Utifity Permit Drawing
Sheet 4 of 18
HORIZONiAL i'=10'
�ERtICAL I"=5' 15
I � —
o� o.
I � �
�Zo __----�I(�— 10
� �
���� - Z�w
J w
_ _i � S
� � w
_. _.. ..;_.._._.__—t-. .
Q w__ _
' C N ..
I L
_. . Q
U+6U Q+$Q jt�0 ' ' I -IU
1+2� 1+40 1+60 I+gO 2+00 2+2p 2+40
(8) LAIERAL SEPARATION OF SEWERS OR WATER MAINS. WATER Mp�NS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM (13) UNLESS OTHERWISE SPECIFlED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
EXISIING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 7EN (10) FOOT LAIHRAL SEPARATION — IN (74) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
WHICH CASE: (15) CON�IRACTOR SHALL COOR�INATE ALL WORK AT INTERSECTIONS W1iH NCDOT STAFF TO INSURE CONi1NU0US OPERAiION
(A) THE WAiER MAIN IS LAID IN A SEPARAiE iRENCH, WIiH iHE ELEVATION ON THE BOTTOM OF iHE WATER MAIN AT LEAST EIGHIEEN OF ALL SIGNAL WIRES AND TRAFFlC CONiROL DEVICES.
(18) INCNES ABOVE iHE TOP Of SEWER; OR (16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM ii2AFFIC CONTROI DEVICES AND
(B) THE WAlER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH 1}{E WATER MAW LOCATED AT ONE SIDE ON A BENCH OF AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONiROL DEVICES, SIGNS, ETC., SHALL BE INSTALIED TO
UNDISTURBED EARiH, AND `Mhi T}iE ELEVATION OF THE BOTiOM OF THE WATER MAIN AT I.EAST EIGHiEEN (18) INCHES ABOVE ENSURE PUBUC SAFETY.
THE 70P OF SEWER. (17) CONTRACTOR SHALL CONFIRM PUE LDCATIONS WI1H NCDOT.
(10) CROSSING A WATER MAIN OVER A SEWER. KM1iENEVER NECESSARY FOR A Wq7gR MAIN TO CROSS OVER A SEWER, iHE WATER MAIN (18) PROPOSED MANHOLE RIMS SHALL BE FI.USH N1TH GRADE.
SHALL BE LAID AT SUCH AN ELEVAT70N THAT THE BOTTOM OF 1HE WAiER MAIN IS AT LEAST EIGHTEEN (1H) INCHES ABOVE THE TOP (19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WAIER�INES AND fORCEMAINS SHALL BE DIP (AWWA C151) WITH
OF ?HE SEWER, UNLESS LOCAL CON�IT10N5 OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION — IN WHICH CASE, BOhi 1�ECHANICALLY RESTRAWED JOINTS.
THE WATER MAIN AND SEWER SHA�L BE CONSTRUCTED OF FERROl15 MATERIALS AND Wlhi JOINTS THAT ARE EQUIVALENT TO WATER (20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WiTH THE THRUST BLOCKING DETAIL.
MAIN STANDARDS FOR A DISTANCE OF TEN (70) FEET DN EACH SIDE OF hiE CROSSING. (21) CONTRACTOR SHALL RECONNECT ALL UTILIN SERVICES AfFECT BY PERMANENT LINE iERMINAiION TO NEAREST ACTIVE
(11) CROSSING A WATER MAIN UNOER A SEWER. WFiENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE SUPPLY IJNE.
WAiER MAIN AND THE SEWER SHALL BE CONSTRUCiE� OF FERROUS MATERIALS AND Wihi JOINTS EqUIVALENT TO WAiER MAIN (22) UN�E55 NOTED OTHERWISE ON PLANS, ALL ABANDONE� UTILIiY LINES SHALL EIiHER BE REMOVED OR FILLED AND
STANDARDS FOR A OISTANCE OF TEN (10) FEET ON EACH S�DE OF THE POINT(S) OF CROSSING. A SECiION OF WATER MAIN PIPE CAPPED TO ABANDON IN PLACE.
SHAII BE CENTERED AT THE POINT OF CROSSING.
�

CD
�
O
N
�
C'7
�
N
O
N
N
15 NCiE'?OPOGR�PHICAL�NFORMAiION?RO`/IOE�BYNCDOi
I
FUTURE I S RCP ' IX�,
STORM PIPE (BY I TEI
OTHERSJ I �
I INV. APPROX. � �
�0 - Q� 370 ,�
�, _�—____-_ '_"__ ___' O
h�U ' U
�,,l� z
zl�
5 J w
-- —S- _---- – --- ----
U N �
~ w o i �
�
� I I
� � �
—_ ___'_—__i_—_—' _'�____._.
� EXISTINGIO"PVC �
IWATERLINE �
I � I
-5 1 I :
ELWE
i
EXISTING f19ER � FXi$ING
OPTIC UNES � j iELEPHONE LINE
INSiALL APPROX. 79 LF. OF 10" DIP (AWY
C151) SANITARY SEWER � 0.37%
(JACK AND BORE WITH 16" CASING PIPEJ
SEE DETAItS � �
__ i f
� � � ' BORE PIT 85:20' j
^ z Z p T SEE DEfA1L • -�---�
�zzz �
� �
i
FUTURE FIBER
OPTIC IINE
INSTALL APPROX. 43 L.F. Of 10" PYC
�DR 35) SANITARY SEWER � 02B% �
-10 I I � � '
2+40 2+60 2+g0 3+00 3+20
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCOOT.
INFORIAAP,ON PROVIDEO FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDAiION.
(2) THE UNDERGROUND UTILITIES INDICATED ON 'f}1E PlANS HAVE BEEN TAKEN FROM WFORMATION MADE AVAILABLE FROM
THE VARIOUS Ui1LITY OK?JERS. THIS INFORMATION IS NOT INCLUSIVE OF ALl EXISi1NG UNDERGROUND UTilIT1ES AND
CA8LE5. hiE CONTRACTOR SHALL WORK WI1H THE OWNER TO MINIMIZE CONF�ICTS.
(3) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UT1L1T7ES PRIOR TO COMMENCING CONSTRUC770N.
(4) CONTRACTOR SHALL NOT7FY ENGINEER AT LEAST 4B HOURS PRIOR TO PERFORMING WORK TNAT MAY AFFECT EXISi1NG
UTILITIES.
(5) CONTRACTOR TO COORDINAIE RELOCAiION AND/OR ADJUSThIENT OF ALL EXISTiNG UT1LITlES WITH Ui1LITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WIiH ALL NCDOT, LOCAL, STATE, AND FEOERAL STANDARDS AN�
REQUIREMENTS. CONTRACTOR SHALL NOi1FY ENGMEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS 1HAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFlCATIONS AND DETAILS.
(8) SEWER AND STORMWAlER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OhIERW15E SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEN'ER PIPE.
MAINLAND SEWER STA. 2+40 TO 5+00
- �
� Z O �I _..__'.
� Z Z rexanN� a^
I FORCEMAIN
.i I._� '..I
! I
i ! I i
� FXISTING 4" --��.--"0 �
� FORCEMAIN i I
_ a...__......_'—"_�—___. _i..___"'_.___'
i i I I.
INSTALL APPROX. 37 LF. OF 10" PVC
�DR 35) SANITARY SEWER @ 0.28$ � j
_ Z
� "� d - Q Q'
h � � � Z Z
�zzz ��
_ _ _ . Q �
0
EXISTING
TELEPHONE 11NE5
EXISTING 10" AC
PROPOSED
GRADE
fALL APPROX. 121 LF. OF 10" PVC
(DR 35J SANITARY SEWER � 0.62R
Utility Permit Drawing
Sheet 5 of 18
NORIZOMAi: 1'= 1�'
VERPCAL I'=5' 15
_....._O.� _._ ��
o �
����
N �
W
�
Z ! iw
_ _ ____ 5
— U N-
� w
� N
_—__ __' �
�
i -5
3+40 3+60 3+g0 4+00 4+20 4+40 4+60 4+g0 5+00
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LAiERALLY FROM (13) UNLE55 OiHERWISE SPECIFlED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATlER.
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARPoERS PREVENT A TEN (70) F00T LAiERA� SEPARATION -- W (14) CONIRACTOR SHA�L COORDINATE WITH NCDOT REGAR�ING LIMITS OF �ISTllRBANCE AND REQUIRED CONTROL MEASUP.ES.
WFiICH CASE (15) CONiRACTOR SHALL COORDINATE ALL WORK ATIN7ERSECT10N5 WITH NCDOT STAPF TO INSURE CONTINUOUS OPERATION
(A) THE WAlER MAIN IS LA�D IN A SEPARATE iRENCH, W1T}{ T}{E ELEVATION ON THE BOTTOM OF iHE WATER MAIN AT LEAST EIGHTEEN OF ALL SIGNAL WIRES AND iRAFFIC CONTROL DEVICES.
(18) INCHES ABOVE iHE TOP OP SEWER; OR (16) TRAFfIC CONTROL DEVICES SHALL BE IN ACCORDANCE N7TH iHE MANUAL ON UNIFORM 7RAFFIC CONTROL DEVICES AND
(B) lHE WATER MAIN IS LAID IN THE SAME TRENCH AS 1HE SEWER WIiH TNE WA'1ER MAW LOCATED AT ONE SIDE ON A BENCH OF AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFfIC CONTROL DEViCES, SIGNS, ETC., SHAIL BE INSTALLED TO
UNDISTURBED EARTH, AN� WITH hiE El_EVATION OF THE BOTTOM OF 11iE WAiER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE ENSURE PUBLJC SAPETY.
THE TOP OF SEWER. (77) CON7FtACTOR SHALL CONFIRM PUE LOCATlONS WITH NCDOT.
(10) CROSSING A WAlER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, h1E WAiER MAIN (18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WiT}i GRADE.
SHALL BE LAID AT SUCH AN ELEVAT70N THAT THE BOTTOM OF THE WAiER MAIN IS AT LEqST EIGHiEEN (18)INCHES ABOVE THE TOP (19) UNLESS NOTEO OTHERWISE ON PLANS, ALI. PROPOSED WATERLWES ANO FORCEMAINS SHALL BE OIP (AWWA C151) WITH
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHiEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH MECHANICAILY RESTRAWED JOINTS.
h1E WAIER MAIN AND SEWER SHALL BE CONSTRUCiED OF FERROUS MATERIALS AND W11H JOINTS hiAT ARE EQUIVALENi TO WATER (20) ALL BENDS SHALI BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST 6LOCKING �ETAIL.
MAIN STANDAROS FOR A D�STANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. (21} CONTRACTOR SHALL RECONNECT ALL UTIIITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
(11) CROSSING A WATER MAIN UNDER A SEWER. WFiENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UN�ER A SEWER, BOTH THE SUPPLY LWE.
WATER MAIN AND iHE SEWER SHALL BE CONSTRUCiED OF FERROUS MATERIALS AND WiiH JOINTS EQUIVALENT TO WATER MAIN (22) UNLESS NOTED OTHERN/ISE ON PLANS, ALL ABANDONED UTiLITY �INES SHALL EITHER BE REMOVED OR FlLLED AND
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF hIE POMT(5) OF CROSSING. A SEC110N OF WATER MAIN PIPE CAPPED TO ABANDON IN PLACE.
SHAL� BE CENTERED AT THE POINT OF CROSSING.
i�
�

Cfl
�
N
�
�
N
b
0
N
N
N
GENERAL NOTES:
(t) TOPOGRAPHICAL INFORMAiION PRON�ED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNOERGROUND Ui1LITIES INDICAIED ON hIE PLANS HAVE BEEN TAKEN FftOM INFORMATION MADE AVAILABLE FROM
TNE VARIOUS UTILITY OWNERS. 1HIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABI.ES. THE CONIRACTOR SHALL WORK N1TH THE ONMER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FIEL� VERIFY LOCA710N OF ALL UT1LITlES PRIOR TO COMA�ENCING CONSTRUCTION.
(4) CONTRACTOR SHALL N071FY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMWG WORK hiAT MAY AFFECT EXISTING
UTILITIES.
(5) CONTRACTOR TO COORDINAlE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UilLJT1E5 WITH Ul1LITY OWNER.
(6) ALL WORK TO BE PERFORMEO IN ACCORDANCE Wlhi ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGWEER IMMEDIATELY OF ANY ANO ALL PERCEIVED CONFLICTS hiAT MAY
ARISE FROM THE PERFORMANCE OF THE WOftK DESCRIBED IN 7HE CONiRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFlCATlONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARAiION, UNLE55 OTHERKISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
NOIE iOPOGRAPHIGLINFORMAiIONPROVIDEDBYNCD01 MAINLAND SEWER STA. 5+00 TO 5+58
10
w
_
�
(8) LATERAL SEPARATION OF SEWERS OR WAiER MAWS. WAiER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CON�ITIONS OR BARRIERS PREVENT A TEN (10) FOOT LAlERAI SEPARATION -- IN
WHICH CASE:
(A) THE WATER A�AIN IS LqID IN A SEPARATE TRENCH, WITH THE ElEVA110N ON THE BOTTOM OF iHE WA1ER MAIN AT LEAST EIGHTEEN
(18) WCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS �AID IN THE SAME TRENCH AS iHE SEWER WITH 1HE WATER MAW LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, qN0 Wlhi h1E ELEVATION OP 7HE BOTTOM OF THE WAiER MAIN AT LEAST EIGHTEEN (18)INCNES ABOVE
THE TOP OF SEWER.
(10) CROSSING A WA1ER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAW TO CROSS OVER A SEWER, THE WATER MAIN
SHALL 8E LA10 AT SUCH AN ELEVAl70N THAT THE BOTTOM OF THE WAiER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF THE SEWER, UNLESS LOCAL CONDIiIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION — IN WHICH CASE, BOlH
iHE WATER MAIN AND SEWER SHALL BE CONSTRUCIED OF FERROUS MATERIALS AND W17H JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WAiER MAIN UNDER A SEWER. WHENEVER ITIS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER. BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MA7ERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF iEN (10) FEET ON EACH SIDE OF iHE POINT(S) OF CROSSING. A SEC710N OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
( PROPOSED �
, GRADE I I
� I j
N j -----� — —�-----= N �'j
I ,�
� � � EXISTING � � �
�ZZ i GRA�E '' ��zz
.� i --�--�T— i
— — — '..___..:."'_"" _ . �
_""�'"_"__—___"'�'_'_.._...._.. _ . ..__._.,.___.._.._..'_ '
�— ____,.—_ .I,_
_I'_-- i
iFUTURE fiBER --',-� I I
OP11C LINE j 00: I
IXISTING FIBER -
OPTIC LME
1
F7(IS71NG
�ALL APPROX. 421.f, OF 10" PVC
35� SANITARY SEWER � 0,6296
5+20
Utility Permit Drawing
Sheet 6 of 18
_ _. , .,
,.^, 4 , i �.j J.
�� L�::� �� 41 i i;:
1 3 a Y'�a tl
1i: 1aap� . jy��
.�� �.:.� . ;j �r., 1�3 �3
NoeizoHrn� �•=ia�
VERiICAL:I"=S 15
� IXISTING 10" �
i SANITARYSEWER
---I -5
— ----- --_= .T_.__-
I
I I
I � � -��
5+60 5+g0
(13) UNLESS OTHERWiSE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGAROING LIMITS OF DISTURBANCE AND REOUIRED CONTROL MEASURES.
(75) CONiRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS N1TH NCDOT STAFF TO INSURE CONi1NU0U5 OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(i6) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE Wlhl THE MANUAL ON UNIfORM TRAFfIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS iHERETO. PROPER TRAFFlC CONTROL DEVICES, SIGNS. ETC., SHALI BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(77) CONTRACTOR SHALL CONFIRM PUE LOCAiIONS WIiH NCDOT.
(18) PROPOSED MANHOLE RIMS SHAIL BE FLUSH WITH GRADE.
(19) UNLESS NOiED OTHERWISE ON PLANS. ALL PROPOSED WATERlJNES AND FORCEMAMS SHALL BE DIP (AWWA C751) W17H
MECHANICALLY RES7RAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKINC IN ACCORDANCE W1TH THE THRUST BLOCKING DETAIL
(21) CONTRACTOR SHALL RECONNECT ALL UTiLITY SERVICES AFFECT BY PERMANENT LJNE iERMINAiION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED UTILITY LWES SHALL EITHER BE REMOVED OR FILLED AND
CAPPED TO ABANDON IN PLACE.

�
0
N
N
Utility Permit Drawing
Sheet 7 of 18
� �'������,
FEB � � 2C1�
n.teir.uer.mGnor�..��.�cr. ,,, =a:`r'c.;' �t3a aa a s^�a�
5 HOiE: tOPOGRAPHICALINFORMAiIONPROVIDEDBYNC�Oi �� t� � �� -
(1) TOPOGRAPHICAL INFOftMAl10N PROVIDED BY NCDOT.
INFORMAl10N PROVIDED FOR ENGWEERING DESIGN PURPOSES ONLY — NOT FOR RECORDATION.
(2) THE UNDERGROUND UTiLIT7ES INDICATED ON 1HE PLANS HAVE BEEN TAKEN FROM INFORMAnON MADE AVAILABLE FROM
THE VARIOUS UT1lJTY OWNERS. THIS INFORMAIION IS N0T INCLUSIVE OF ALL EXISi1NG UNDERGROUND UT1LI77ES AND
CABLES. THE CONTRqCTOR SHALL WORK Wlhl hiE OWNER TO MINIMIZE CONFLICTS.
(3) CON?RACTOR TO FlELD VERIFY LOCAT70N OF ALL UTilI71E5 PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGMEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THqT MAY AFFECT EXISTING
ununEs.
(5) CONTRACTOR TO COORDINAiE RELOCATION AND/OR .4DJUSTMENT OF ALL EXISTING UTiLIT1E5 WIiH Ui1LJ1Y OWNER.
(6) AlL WORK TO BE PERFORMED IN ACCORDANCE Wi1H A�L NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REpUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIAiELY OF ANY AND ALL PERCENED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN T}1E CONiRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANOARD SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARAl70N, UNLESS OiHERW15E SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
��i �����.�� �� �nn� �i. �. �crvcrta �rc rvAItK mnin�. wqTER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LA7ERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDI110N5 OR BARRIERS PREVENT A iEN (10) FOOT LATERAL SEPARAiION -- IN
WFiICH CASE:
(A) 7HE WATER MAIN IS LAID IN A SEPARATE TRENCH, W�7F{ 7ryE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18)INCNES ABOVE iHE TOP OF SEWER; OR
(B) iHE WATER MAIN IS LAID IN THE SAME iRENCH AS 7HE SEWER WITH THE WAiER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISiURBED EARTH, AND WITH 1}1E ELEVATION OF l}iE BOTTOM OF THE WATER MAIN AT LEAST EIGH7EEN (78) INCHES ABOYE
iHE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVFR NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER. THE WATER MAIN
SHAIL BE LAID AT SUCH AN EIEVATION iNAT THE BOTTOM OF THE WATER MAIN IS AT LEqST EIGHTEEN (18)INCHES ABOVE THE TOP
OF THE SEWER, UNLESS �OCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
'!HE WATER MAIN AND SEWER SHALL BE CONS7T2UCTED OF FERROUS MATERIALS AND N1h{ JOINTS iHAT ARE E�UIVALENT 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 hiE
WAiER MAIN AND hiE SEWER SHALL BE CONSTRUC7ED OF FERROUS MAiERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF 7EN (10) FEET ON EACH SIDE OF THE POINT(5) OF CROSSING. A SECTION OF WATER MAIN PIPF
SHALL BE CENTERED AT THE POINT OF CROSSING.
(13) UNLESS OiHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATiER.
(14) CONTRACTOR SHALL COORDINATE WIiH NCDOT REGARDING LIMITS OF DISTURBANCE AND REQUIRED CONTRO� MEASURES.
(15) CONTRACTOR SHALL COORDINAIE ALL WORK AT INTERSECDONS 'MTH NCDOT STAFF TO INSURE CONi1NU0U5 OPERAiION
OF ALL SIGNAL WIRES AND TRAfF7C CONTROL DEVICES.
(i6) TRAFFIC CONiROL DEVICES SHALL 8E IN ACCORDANCE WITH hiE MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES ANO
AMENDMENTS OR SUPPIEMENTS THERETO. PROPER TRAFFIC CONiROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFEN.
(17) CONTRqCTOR SHALL CONFIRM PUE LOCATlONS WITH NCDOT.
(78) PROPOSED MANHOLE RIMS SHALL BE FLUSH N1TH GRADE.
(19) UNLESS NOTED OTHERNISE ON PLANS, ALL PROPOSED WA7ERUNES AND FORCEMAINS SHALL BE DIP (AWWq C157) WITH
MECHANICALLY RESiRAMED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY THRUST BIOCKWG IN ACCORDANCE K1h1 THE THRUST BLOCKING DETAI�.
(21) CONIRACTOR SHALL RECONNECT AL� UiIUiY SERVICES AFFECT BY PERMANENT LINE 7EftMINATiON TO NEAREST AC77VE
SUPPLY LWE.
(22) UNLESS NOTED OTHERWISE ON PLANS, ALL ABANDONED U7ILITY L1NES SHALL EITHER BE REMOVED OR FlLLED AND
CAPPED TO ABANDON IN PLACE.

�
��
N
�
C'7
�
N
�
O
N
N
NOIf: 10POGRAPMICAL INfORhUPON PROVIDFD 9Y NCOOi
BORE PIi B'rz20'
DEfAIL �
PROPOSED 10'
; EXISTING la' PVC -
i � WATERLINE
' � I
EXISTING . �
UNDERGROUND-� � � -----`-- ---
ELECiRIC LINE � i
i
I i
.� � �
- -- - -___ �
i �
� � � ie' Mw.
-- ' ' �
2+80 3+00 3+20 3+40 3+60
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNOERGROUND Ui1LIT1ES INDICAiED ON iHE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTI�ITY OWNERS. THIS MFORMATION IS N0T INCWSIVE OF ALL EXISTING UNDERGROUN� UTILITIES AND
CABLES. THE CONIRACTOR SHALL WORK WITH hiE OWNER TO MINIMIZE CONFIICTS.
(3) CONIRACTOR TO FlELD VERIFY LOCAiION OF ALL UTILI7IES PRIOR TO COMMENCING CONSTRUCiION.
(4) CONiRACTOR SHALL NO11FY ENGMEER A? LEAST 4H HOURS PRIOR TO PERFORMWG WORK THAT MAY AFFECT EXIS7ING
UTILITIES.
(5) CONTRACTOR TO COORDINA7E RELOCATION AND/OR ADJUSIIAENT OF A�L EXISi1NG UilLIT1E5 WITH UTILITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
RE�UIREMENTS CONTRACTOR SNALL NOTIFY ENGMEER IMMEDIATELY OF ANY AND AL� PERCEIVED CONFLICTS THAT MAY
ARISE FROM iHE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STAN6ARD SPECIFICAT10N5 AND DETAllS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARAiION, UNLE55 OTHERNISE SHOWN, FROM BOTTOM OF
STORMWATER PtPE AND TOP OF SEWER PIPE._
MAINLAND FORCEMAIN STA. 2+g0 TO 5+60
� i i i EXISTING � 80i
N TELEPHONE � SEE
i FJ(ISTING 12" I LINE j
� �
� ; FORCEMAIN �; i �I
U_. _--- - -�— - ` - --= -----1 ---- --
Z I- i ; i I
i � , !
� � �i_ 1
_ ;_......__ _-- +--o ° _ ....... __ � _---... ._....;....
TELEPHONE I � /', j 1��� I I 1
INSTALL APPROX. 70 LF. JACK AND BORE
WRH 6" MJ DIP (AWWA C151) FORCEMAIN
AND 12" CASING PIPE
SEE DETAIIS � •
� �
I
:E Pfi 8'r.20'
DEfAIL �
EXBTING
STORMWATER
PIPE
� ' 24" MIN.
I I
i'--__T_' ___—r' '_— __"—_
i ' ' �
EXISTING FlBER � �
OPTIC LMES �NSTALL 17k6"
� REVERSED REDUCER
- � -._--1-.___'._' -_.__
i
j � EXISTING 10" _
� � � SANRARY
WATER
LINFS
PROPOSED
10"
� FUTURE FlBER
— - � OPTIC L1NE
INSTALL APPROX. 341 LF. Of 17'
RESTRAINED MJ DIP (AWWA C151�
4"
Utility Permit Drawing
Sheet 8 of 18
.....3'MIN. � __�_
_.._ .1_..__. - ...... _ -:._._._-
I (NP.� i U N
� �
1 B•'
-5
� i � � � � � � � � � i �� � � -�0
3+80 4+00 4+20 4+40 4+60 4+g0 5+00 5+20 5+40 5+60
(8) LATERA� SEPARATION OF SEWERS OR WATER MAINS. WAlER MAINS SHALL BE LAID AT IEAST TEN (10) FEET LATERALLY FROM (13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FIATTER.
EXISTING OR PROPOSED SEWERS, UNLESS IOCAL CONDITIINJS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN (74) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDINC UMITS OF DISTURBANCE AN� REOUIRED CONTROL MEASURES.
WFiICH CASE: (15) CONIRACTOR SHALL COORDINA7E ALL WORK AT INiERSECTIONS WIiH NCDOT STAFF TO INSURE CONTINUOUS OPERAiION
(A) iHE WATER A�AIN IS �,41D IN A SEPARATE iRENCH, N7TH THE ELEVAl10N ON THE BOTTOM OF 7HE WAiER MAIN AT LEAST EIGHiEEN OF ALL SIGNAL WIRES AND iRAFFIC CONIROL OEVICES.
(18)INCHES ABOVE 1HE TOP OF SEWER; OR (16) TRAFFIC CONTROL DEVICES SHALL 8E IN ACCORDANCE N1TH THE MANUAL ON UNIFORM TRAFFIC CONIROL DEVICES AND
(B) THE WATER I�AIN IS LAID IN THE SAME iRENCH AS hiE SEWER N1TH THE WATER MAIN LOCAiEO AT ONE SIDE ON A BENCH OF AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEViCES. SIGNS, ETC.. SHALL BE INSTALLED TO
UNDISiURBED EARhi, AND WITH hiE ELEVATION OF hiE BOTTOM OF hiE WATER MAIN AT IEAST EIGNIEEN (18�INCHES ABOVE ENSURE PUBLIC SAFEIY.
THE TOP OF SEWER. (17) CONTRACTOR SHALL CONFIRM PUE LOCATlONS WITH NCDOL �
(70) CROSSING A WAiER MAIN OVER A SEWER. WFiENEVER NECESSARY FOR A WATER MAW TO CROSS OVER A SEWER, THE WATER MAIN (18) PROPOSED MANHOLE RIMS SHALL BE FLUSN WITH GRADE.
SHALL 8E IAiD AT SUCH AN EIFVATION iHAT THE BOTTOM OF THE WAiER MAIN IS AT LEAST EIGHTEEN (78) INCHES ABOVE THE TOP (19) UNLESS NOiED OTHERWISE ON PLANS, ALL PROPOSED WATERlINES AND FORCEMAINS SHALL BE DIP (AWWA C151) N1TH
OF THE SEWER, UNLESS I.00AL CONDITIONS OR BARRIERS PREVENT AN EIGHIEEN (18) INCH SEPARATION -- IN WHICN CASE, BOiH MECHANICALLY RESiRAINED JOWTS.
iHE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND Wlhi JOINTS hIAT ARE EQUIVALENT TO WATER (20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WIiH THE THRUST BLOCKING DETAIL
MAIN STAN�ARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF 1HE CROSSING. (21) CONTRACTOR SHALL RECONNECT ALL UTILITY SERVICES AFFECT BY PERMANENT LWE iERMINATION TO NEAREST ACTIVE
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER ITIS NECESSARY FOR A WATER MAW TO CRO55 UNDER A SEWER, BOTH THE SUPPLY LINE.
WATER MAIN AN� iHE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WIlH JOINTS EOUIVALENT TO WATER MAIN (22) UNLESS NOTED OhIERWISE ON PLANS, A11 ABANDONED UTILIN LINES SHALL EITHER BE REMOVED OR FlLLED AND
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POWT(5) OF CROSSWG. A SECiION OF WATER MAIN PIPE CAPPED TO ABANDON IN PLACE.
SHALL 0E CENTERE� AT THE POINT OF CROSSING.

Cfl
�
O
N
�M
\'J
\
N
0
N
N
N
GENERAL NOTES:
(7) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICAiED ON hiE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS Ui1LITY OWNEftS. THIS INFORMA�iION IS NOT INCLUSIVE OF ALl EXISTING UNDERGROUND UiILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FlELD VERIFY LOCAiION OF ALL UT1lIilES PRIOR TO COMMENCWG CONSiRUCT10N.
(4) CONTRpCTOR SHALL NOTIFY ENGWEER AT LEAST 48 HOURS PRIOR TO PERFORMINC WORK THAT MAY AFFECT EXISi7NG
UTILITIES.
(5) CONTRACTOR TO COORDINA'fE RELOCATION AND/OR ADJUSIMENT OF ALL EXISTiNG Ui1LITIES WITH U17LITY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONIRACTOR SHALL NOTIFY ENGWEER IMMEOIAiELY OF ANY AND ALL PERCEIVED CONFLICTS iHAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(7) SEK'ER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARO SPECIFICATIONS AND DETAILS.
(8) SEWER AND STORMWAiER PIPES TD HAVE A MINIMUM OF 24" SEPARAiION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
Utility Permit Drawing
5heet 9 of 18
, ;�.—�, a . �, , -
_ . .�-� � � � ��
' ` ! •
i
' A�;�,�4 ��� �9`g�
(8) LAIERAL SEPARATION OF SEWERS OR WATER MAINS. WAlER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM
EX�STiNG OR PROPOSED SEWERS, UNLESS LOCAL CONDIiIONS OR BARRIERS PREVENT A iEN (10) FOOT LAiERA� SEPARATION — IN
WHICH CASE
(A) hIE WATER A1AIN IS LAID IN A SEPARATE TRENCH, W17H T}{E ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(18)INCHES ABOVE 1HE TOP OF SEWER; OR
(B) hiE WA7ER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER VliTN THE WAlER MAW LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARiH, AN� WITH hIE ELEVATION OF iHE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE
hiE TOP OF SEN'ER.
(10) CROSSINC A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CRO55 OVER A SEWER, THE WA1ER MAIN
SHALL BE LAID AT SUCH AN ELEVA710N THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE 7HE TOP
OF THE SEWER, UNLESS LOCAL CONDIT10N5 OR BARPoERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHAL� BE CONSTRUCTED OF FERROUS MAIFRIALS AND K1TH JOINTS 1HAT ARE EOUIVALENT TO WAiER
MAIN STANDARDS FOR A DISTANCE OF lEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER_ WHENEVER ITIS NECESSARY FOR A WATER MAIN TO CRO55 UNDER A SEWER, BOTH THE
WA7ER MAIN AN� hiE SEWER SHALL BE CONS7RUCiED OF fERR0U5 MAlERIALS 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 SEC710N OF WATER MAIN PIPE
SHAIL BE CENTERED AT THE POINT OF CROSSING.
(13) UNLESS 07HER'MSE SPECIFlED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(74) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS OF DISTURBANCE AND REOUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE A�L WORK ATINTERSECTlONS WITH NCDOT STAFF TO WSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(16) TRAFFlC CONTROI DEViCES SHALL 8E IN ACCORDANCE W1TH iHE MANUAL ON UNIFORMI TRAFFIC CONTROI DEVICES AND
AMENDMENTS OR SUPP�EMENTS THERETO. PROPER TRAFFIC CONTRDL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(17) CONTRACTOR SHALL CONFIRM PUE LOCAT10N5 Wihi NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH N1ili GRADE.
(19) UNLESS NOIE� OTHERWISE ON PLANS, ALL PROPOSED WATERLWES AND FORCEMAINS SHALL BE DIP (ANN/A C151) K1TH
MECHANICALLY RESTRAWED JOINTS.
(20) AlL BENDS SHALL BE SUPPORTED BY THRUST BLOCKINGIN ACCORDANCE WITH THE THRUST BLOCKING DETAIL
(21) CONif2ACTOR SHALL RECONNECT ALL UTiLIN SERVICES AFFECT BY PERMANENT LINE 1ERMINATION TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERWISE ON PlANS, ALL ABANDONEO UnUTY LINES SHALL EIiHER BE REMOVED DR FlLLED AND
CAPPED TO ABAN�ON IN PLACE.

Cfl
r
N
�
c�
�
N
O
N
N
N
NOTE iOPOGFAPNIUIINFORMAiIDNPRONDE08YNCDOT
�� � O
___+ .^
� U
W �
Z �--
J I W
5 z'=
_U N
Q w
� N
�
I
-5 ;
PROPOSED 10" N
�SEE SHEEt C.3.9J
MAINLAND FORCEMAIN STA. 7+40 TO 9+83
BORE PIT B'u20'
SEE DEfAIL �
INSTALL APPROX.41 LF. OF 12" I i !
RESTRAINED MJ DIP (AW WA I I FUTURE NBE
CI51� FORCEMAIN I �� OPT1C LINE
------_- � , ,
-- � ---=---=---- ; -- --- -- - :.
: � �__ r-__-�_ -r_--� . _-
� � � � ' 3' MIN. �
, I _ I i I I I i I. i ITYP.J
1 B" MIN.
INSTALL 14'k17' J NOTE: IF MORE COSi EFFECTIVE,
REDUCER � CONTRACTOR MAY USE 16"
j ' I OR18"HDPEINPiACEOFI�
_� � I I
7+40 7+60 7+80
INSiALI 82 L.F. OF 14" HDPE �DR 9j
DIRECTIONAL BORE FORCEMAIN
SEE DEfAILS • •
i
GENERAL NOTES:
(1) TOPOGRAPHICALINFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGMEERWG DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) THE UNDERGROUND UTILITIES INDICATED ON 7HE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAIIABLE FROM
THE VARIOUS U71L11Y OWNERS. INIS WFORMAlION IS N0T INCLUSIVE OP ALL EXISTING UNDERGROUND Ui1LITlES AND
CABLES. THE CONiRACTOR SHALL WORK W1TH iHE OWNER TO IAINIMIZE CONFUCTS.
(3) CONTRACTOR TO FlELD VERIFY LOCATION OF ALL UT1LJTlES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NO71fY ENGINEER AT LEAST 4�8 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES. -
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISIING UiILITIES WITH UTILIiY OWNER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL S7ANDARDS AND
REOUIREMENTS. CONTRACTOR SHALL NO71FY ENGINEER IIAMEDIATE�Y OF ANY AND ALL PERCEIVED CONFlJCTS THAT MAY
ARISE FROM THE PERFORMANCE OP iHE WORK DESCRIBED IN THE CONIRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN li2ENCHES ACCORDING TO STANDARD SPECIFlCATIONS AND DETAILS.
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWAiER PIPE AND TOP OF SEWER PIPE.
14x12"
UNDERGROUN�
TELEPHONE lWE
O
N
O
�
U
Z
TAP IXISiING 12" PVC
FORCEMP.IN
SEE OETAIL �
� � IXISTING 10" �- �NSTALL MPROX. 6B LF. JACK AND BORE
"�'"�"--��SANITARY �-- ----W�TH1T'MJDIP�AWWACI51)
� SEVlER ' FORCEMAIN AND 16" CASING PIPE
EXISTING SEE DEfAILS
FIBER OPTIC � i I •• '
LINE i
18"
60RE PR BSQO'
SEE DETAIL•
Utitity Permit Drawing
Sheet 1 Q of 18
_ ��� .-;`� i
;� ,:�����
�EB � � 201�
!� �';� ��� � � �i fl � ��,
HORROMAI: 1'= I V
V9ti1CAL I"=5 1 S
5
0
i i � I I i � i � 10
g+40 8+60 8+g0 9+00 9+20 9+40 9+60 9+80 10+00 10+20
(8) LAiERAL SEPARATION OF SEWERS OR WAiER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM (13) UNIESS OTHERNISE SPEGFlED IN THE PLANS, MAXIMUM SLOPES Of EARTHEN AREAS SHALL BE 3:7 OR FLATIER.
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDIiIONS OR BARRIERS PREVENT A TEN (10) F00T LATERAL SEPARAiION -- IN (14) CONTRACTOR SHALL COORDINATE N1TH NCDOT REGAqDING LIMITS OF DISTURBANCE AND REOUIRED CONTROL MEASURES.
WFIICH CASE (15) CONiRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WI7H NCDOT STAFF TO INSURE CON7INUOUS OPERATION
(A) THE WATER MAIN IS LAID IN A SEPARATE 1RENCH. Wlhi iHE ELEVATION ON THE BOTTOM OF THE WATER A�AIN AT LEAST EIGHTEEN OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(78) WCHES ABOVE hIE TOP OF SEWER; OR (16) iRAFFlC CONTROL DEVICES SHALL BE IN ACCORDANCE W1iH iHE MANUAL ON UNIFORM 7RAFPIC CONTROL OEVICES AND
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH iHE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONiROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
UNDISNRBED EARhi, AND N1TH THE ELEVAiION OF hiE BOTTOM OF hiE WAiER MAIN AT LEAST EIGHiEEN (18)INCHES ABOVE ENSURE PUBLIC SAFETY.
THE TOP OF SEWER. (17) CONTRACTOR SHALL CONFlRM PUE LOCAiIONS WITH NCDOT.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAW TO CROSS OVER A SEWER, THE WAiER MAIN (18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF iHE WAiER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP (19) UNLESS NOTED OhIERWISE ON PLANS, ALL PROPOSED WATERLINES ANO FORCEMAINS SHALL BE DIP (AWWA C151) W1TH
OF THE SEWER, UNLESS LOCAL CONDIT10N5 OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARAiION -- IN WHICH CASE, BOTH MECHANICALLY RESTRAINED JOINTS.
THE WATER MAIN AND SEWER SHALL 8E CONSTRUCTED OF FERROUS MATERIALS AND Wlhi JOINTS hiAT ARE EOUIVALENT TO WATER (20) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKINGIN ACCORDANCE WITH THE THRUST BIOCKING DETAIL
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF 7HE CROSSING. (21) CONTRAC70R SHALL RECONNECT ALL UTILITY SERVICES AFFECT 8Y PERMANENT UNE iERMINATION TO NEAREST ACTIVE
(71) CROSSING A WA7ER MAIN UNDER A SEWER. WHENEVER ITIS NECESSARY FOR A WATER MAW TO CROSS UNDER A SEWER, BOiH THE SUPPLY L1NE.
WAlER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WIiH JOINTS EqUIVALENT TO WATER MAIN (22) UNLESS NOTED OTHERN1SE ON PLANS, ALL ABANDONED U71L1TY LINES SHALL EIlHER BE REA�OVED OR FlLLED AND
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF iHE POWT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE CAPpE� TO ABANDON IN PLACE.
SHALL BE CENTERED AT THE POINT OF CROSSING.
0

, i.
Cfl
�
O
N
�
M
�
N
0
N
N
15 NOTEiOPOGRAPMIGLINFORMAPONPROVIDEDBYN[DOi
� 0 I I ___
__1_— I
i I
S �
— .___. .r--� -- ;-'-_0.
� ---� -- I --
i i
TAP IXISTING 10'
PVC WATERLJNE
— 5 I SEE DEfAIL.
—_I —_ _..'��
i
-��
I Z
__._' W �
LINES � Y �
EXl5T1NG 10" PVC
WATERLINE
E7(ISTING 10"
SANITARY
MAINLAND WATER SOUTH STA. 0+00 TO 2+80
i I I i ' I � ' I
, i i �;�. I j ! .
, � ! I I PROPOSED
, � 1 . .., � I I GRADE
IXISTING I IXISTING 3" PVC
TELEPHONE LINE FORCEMAIN
� i
� �
�_ _._...__.___ _']8"MIN.__..—_
�� i
i
IXISTING 10"
SANITARY
SEWER
� .— . -_ _� -�- T-�_ L—L-L-- - -7
_ I'___"'_'_3' MIN. .. + .'__'___ . __' _"_ .. . .
....___' .....__._— __._._..._ ___— ___
�nP i �i � �
( '; i � i '
� �.--- _. _ �.-...
i �_
, i � i---- i ;
--.. .__ :- '--_
� i �-
� ---i --------} --- - �
INSiALL APPROX. 376 L.F. OF 10'
FJ(ISTING 10' PVC � � i
RESiRAINED MJ DIP �AW WA E%ISTING 10" PVC
WATERLWE CIS1� WATERLINE I WAIERLINE �
�, i I IX6TING 10" PVC
Z ', I I WATERLINE
� �
-� '� ' TELEPHONE LINE ' EXISTING
� Z � . ..____.._I___.__ � _.UNDERGROUN[
-� Y � � ELECTRIC LWE
i
' — �--
—� 78'� MIN� T
_ '_ _ . ._.._ ...._ .___'___ .
. . _"'���'_
,
I ; i �
t i
------ -- i ----- i �_.. _ .._
EX6TING �8"MIN. �
TELFPHONE L1NES j I
� ! i
I -- --
I I EXISTING 10"
� — 'SANITARY i —
E%6TING3"PVC I SEWER �
FORCEMAIN I
Utility Permit Drawing
Sheet 11 of 18
_!`������
�EB 0 8 201c�
T���-��il���`.
Hox¢ora,u: i•=io
vecnc�� r=s 15
I �
I �
i O
I I �!M
..__L-__—�___— — �.__. 3I.=__ � �
� i Z�w
; w
_
1 2 �;
J
__„ _ "_ _ _ __' _ . _- — _ � � W _—'
Q�
I � �
_{� -� ------- ---- ° -.
_ _... i -- ;
PROPOSED 6" �. '
FORCEMAIN ' I
--�-----I------ ' -- _ _ _ -5
. E.._-._ _.---_
PROPOSED 10" �� ,
SANITARY SEINER I .. i
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+g0 2+00 2+20 2+40 2+60 2+80
GENERAL NOTES: �e� EXISIING RPPROPOSE� SEWERS,SUNLESS�OCALICONDITIONS OR�BARRIERS PREVENT ATTEN (10�F00T LATERALA EPARAl10NOM- W (14) CONifiACOTORESHALLSC00RDENAiE WITHPNCDOT REGARDINGLOMETSoOFEDISNRBANCE AND REDUIR D�CON?ROL MEASURES.
(1) TOPOGRAPHICAL WFORMAl10N PROVIDED BY NCDOT. WF11CH CASE: (15) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
INFORIAATION PROVIDED FOR ENGINEERINC DESIGN PURPOSES ONLY - NOi FOR RECORDATION. (A) 7HE WATER MAIN IS LAID IN A SEPARAiE TRENCH, WIl}{ 7}{E ELEVATION ON hiE BOTTOM OP iHE WAlER MAIN AT LEAST EIGHTEEN OF ALL SIGNAL WInES AND TRAFFIC CONTROL DEVICES.
(2) THE UNDERGROUND UTIIJilES INDICATED ON THE PLANS HAVE BEEN TAKEN FROA1 WFORMATION MADE AVAILABLE FROM ��B) �NCHES ABOVE THE TOP OF SEWER; OR (�6) TRAFFIC CON�iROL DEVICES SHALL BE IN ACCOR�ANCE W1TH THE MANUAL ON UNIFORM iRAFFIC CONIROL DEVICES AND
THE VARIOUS UTILITY ONRJERS. iHIS INFORMAiION IS NOT INCWSIVE OF Al� EXISTING UNDERGROUND UnLI11E5 AND �8) THE WATER MAIN IS IAID IN 1}iE SAME TRENCH AS THE SEWER N1TH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF AMENDMENTS OR SUPPLEMENTS TNERETO. PROPER TRAFFIC CONiROI DEVICES, SIGNS, ETC., SHALL BE INSTAILED TO
CABLES. THE CONIF2ACTOR SHALL WORK Wlhi THE OWNER TO MINIMIZE CONFLICTS. UNDISiURBED EARTH, AND WITH hiE ELEVATION OF THE 60TTOIA OF THE WATER MAIN AT LEAST EIGHTEEN (18)INCHES ABOVE ENSURE PUBUC SAFETY.
(3) CONTRACTOR TO FIELD VERIFY LOCAiION OF ALL UTIUTIES PRIOR TO COA�MENCING CONSTRUCTION. THE TOP OF SEWER. (17) CONiF2ACTOR SHALL CONFIRM PUE LOCA110N5 WITN NC�OT.
(4) CONiRACTOR SHALL NOTIFY ENGWEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EKISTING ��0) CROSSMG A WATER MAIN OVER A SEWER. WFiENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER. THE WAiER MAIN (18) PROPOSED MANHOLE RIMS SHALI BE FLUSH WITH GRADE.
UTILITIES. SHAL� BE LAID AT SUCH AN E�EVAiION iHAT hiE BOTTOM OF THE WAiER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP (19) UNLESS NOTED OhIERWISE ON PLANS, ALL PROPOSED WATERLINES AND FORCEMAINS SHALL BE DIP (AWWA C751) N1TH
(5) CONTRACTOR TO COORDINAIE RELOCATION AND/OR A�JUSTMENT OF A�L EXISI7NG UTILITIES WITH UiILITY OWNER. OF THE SEWER. UNLESS LOCAL CONDIT10N5 OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION — IN WHICH CASE, 80TH MECHANICALLY RESTRAINED JOINTS.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND TNE WATER MA�N AND SEWER SHALL BE CONSTRUCiED OF FERROUS MATERIALS AND NliTH JOINTS THAT ARE EqUIVALENT TO WA7ER (20) ALL BENOS SNALL BE SUPPORTE� BY THRUST BLOCKING IN ACCORDANCE WIiH hiE THRUST BLOCKING DETAIL
REQUIREMENTS. CONTRACTOR SNALL NOTIFY ENGINEER IMINEDIATELY OP ANY AND ALl PERCEIVED CONFIJCTS THAT MAY MAIN STANDAROS FOR A DISTANCE OF 1EN (10) FEE7 ON EACH SIDE OF THE CROSSING (21) CONTRACTOR SNALL RECONNECT ALL Ui1LITY SERVICES AFFECT BY PERMANENT LWE TERMINATION TO NEAREST ACTIVE
AR6E FROM THE PERFORMANCE OF THE WORK DESCRIBEO IN iHE CONTRACT DOCUMENTS (11) CROSSING A WATER MA�N UNDER A SEWER. WFiENEVER ITIS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOiH THE SUPPI.Y L1NE.
(7) SEWER PIPES TO 6E INSTAIlED IN TRENCHES ACCORDING TO STANDAR� SPECIRCATIONS AND DETAILS. WATER MAIN AND hiE SEWER SHALL BE CONSiRUCTED OF FERROUS MATERIA�S AND N1h1 JOINTS EQUIVALENT TO WATER MAW (22) UNLESS NOTED OhIERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL �ITHER BE REMOVED OR FILIED AND
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHER'MSE SHOWN, FROM BOTTOM OF STANOARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF 7HE POINT(5) OF CROSSING. A SECTION OF WATER MAIN PIPE CAPpED TO ABANDON IN PLACE.
STORMWATER PIPE AND TOP OF SEWER PIPE. SHALI 8E CENTERED AT THE POWT OF CROSSING.

�
r—
�
N
M
N
O
N
N
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECOR��T10N.
(2) THE UNDERGROUND U71LIilES INDICATED ON 'iHE PLANS HAVE BEEN TAKEN FROM ',�vFORMATION MADE AVAILABLE FROM
iHE VARIOUS U71L1TY OWNERS. THIS WFORMAiION IS NOT INCLUSIVE OF All L�XISTING UNDERGROUND Ui1LIT1ES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE f';�NFLJCTS.
(3) CON1TtACTOR TO FlELD VERIFY LOCATION OF ALL UiIUDES PRIOR TO r�MMENCING CONSiRUCTION.
(4) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR 10 PERFORMING WORK hiAT MAY AFFECT EXISTING
Ui1LJTlES.
(5) CON7T2ACTOR TO COORDINAIE RELOCATION AND/OR ADJUSiMENT OF ALL EXISTING U7ILITIES Wlhl U71l.ITY ONRJER.
(6) ALL WORK TO BE PERfORMED IN ACCORDANCE WIIN ALL NCDOT, I.00AL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONiRACTOR SHALL NOTIFY ENGINEER IMME�IAiEI.Y OF ANY AND ALL PERCEIVED CONFLICTS 7HAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT �OCUMENTS.
(7) SEWER GIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFlCA710NS AN� DETAIIS.
(8) ST RMWAiERSPo EM ANO TOPPOF SEWER PI E.MINIMUM OF 24" SEPARATION, UNLE55 OhiERN15E SHOWN, FROM BOTTOM OF
� 5 NOtE IOPOGRAPHIGIMFORMA00NPROVIDE96YNCO0I MAINLAND WATER $OUTH STA. 2+80 TO 4+20
! I I
,
$ N ; I I eORE PIi 8'x20' �j �
+I. � � � SEE DEfAIL EXIS➢NG
� O N U � � I GRADE
_..�I�_.___ _— �...__—_�_— _ -._._..__' _ I _'—_�
WI� i ' I I
=11 .., I -- ___� � I
�
5 � , (/i 3' MIN. , ; ' � � � __ _ _ - _ �
, � . _._. ._ ___ __________ �yP.� .._ ,_.__.. t.._ - . ._.._. . . ._ .. - -'- ..__
�iw , ___ -�--�
INSTALL APPROX. 376 L.F. OF 10" --� I
RFS7RAINED MJ OIP (AWWA PROPOSED 6"
CIS1� WATERLINE FORCEMAIN
-5
_ -10 I 1 � � I I
2+80 3+00 3+20
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WA?ER MAMS SHALL BE LAID AT �EAST TEN (10) FEET LATERALLY FROM
EXISTINC OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) F00T LATERAL SEPARATION -- IN
WFiICH CASE
(A) tHE WATER MAIN IS LAID IN A SEPARATE TRENCH, N1TH THE ELEVATION ON 7HE BOTTOM Of THE WATER MAIN AT LEAST EIGHiEEN
(18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN 1HE SAME TRENCH AS THE SEWER WITH 7}{E WATER AAAIN LOCAIED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF hIE BOTTOM OF THE WAlER MAIN AT LEAST EIGHTEEN (18)INCHES ABOVE
THE TOP OF SEWER.
(70) CROSSING A WAiER MAIN OVER A SEWER. WFIENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, hiE WA7ER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE hiE TOP
OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHiEEN (iB) INCH SEPARAiION -- IN WFiICH CASE, BOiH
THE WATER MAIN AND SEWER SHALL BE CONSTRUClED OF FERROUS MATERIALS AND W1TH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF hIE CROSSING. �
(11) CROSSING A WATER MAIN UNDER A SEWER. WFiENEVER ITIS NECESSARY FOR A WATER MAIN TO CRO55 UNDER A SEWER, BOTH iHE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCiED OF FERROUS MAiERIALS AND W1TH JOINTS EOUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SI�E OF lHE POINT(S) OF CROSSING. A SEC170N OF WATER MAIN PIPE
SHALL BE CENTERED AT iHE POWT OF CROSSING.
Utility Permit Drawing
Sheet 12 of 18
�o � i
IN ,' EJ(ISiING 10" PVC O
� WATERLWE N �
O
� + ��
U � IXISiING U
� Z ' -UN�ERGROUND � r�- �
� TELEPHONE LINE r
i I =
!, ��� ' =I� 5
! 18"MIN. �� � �' � �� �
_
I
i �
24"MIN. , _ ,
I j/ ` FUTURE 15' RCP STORM PIPE (BY
� OTHERSJ
EXISTING -� INV. APPROX.3.60'
IINDERGOUND
ELECiRIC LME — `"'-----i �--'-- � �'----"""
�
�
I I
3+80 4+00 �
-5
lo
(73) UNLESS OhiERN15E SPECIFIED IN THE PLANS, MAKIMUM SLOPES OF EARTHEN AREAS SHALL BE 3' 1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING LIMITS Of DISNRBANCE AND REOUIRED CONTROL MEASURES.
(15) CONTRACTOR SHALL COORDINATE All WORK AT INTERSECTIONS W17H NCDOT STAFF TO INSURE CONi1NU0U5 OPERATION
OF Al1 SIGNAL WIRES AND TRAF�IC CON7ROL DEVICES.
(16) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEAIENTS THERETO. PROPER TRAFFIC CONIROL DE�10E5, SIGNS. ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFEIY.
(17) CONif2ACTOR SHALL CONFIRM PUE LOCAl10N5 WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE Fl.USH WITH GRADE.
(19) UNLESS NOiED OTHERWISE ON PLANS, ALL PROPOSED WAiERLINES AND FORCEMAINS SHALL BE DIP (AWWA C151) WITN
MECHANICALLY RESTRAINED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY hiRUST BIOCNMG IN ACCORDANCE WIiH 7HE THRUST BLOCKING DETAIL.
(21) CONiRACTOR SHAL� RECONNECT ALL UTILIN SERVICES AFfECT BY PERMANENT LJNE lERAlINA710N TO NEAREST ACTIVE
SUPPLY LINE.
(22) UNLESS NOTED OTHERN15E ON PLANS, ALL ABANDONED U�IILITY LINES SHALL EITHER BE REMOVED OR FlLLED AND
CAPPED TO ABANDON IN PLACE.

�
�
O
N
M
N
�
0
N
N
� 5 NOTE: iOPOGRAPHIGAI INFORMA710N PROVIDED BY NCDOi
I
� i INS�ALL APPROX. 69 LF. JACK AND BORE
� WRHIO"MJDIP�AWWAC151fWATERLINE
� AND 16" C/SING PIPE
�
j} O • SEE DEfAiLS
� � __'O — Z ' __.•.� . i_.._
_ +1.�__ U 1_ ___.— _
i ' ti
Nt'U � �
3T� --- _
w:�-- -i ----�
5 z�w
..__J 2---- '---.._._ — �—'— ��--- ---
z � I � +
�w � ;
W
Q N I I I
0 � � i
___ —_--:___— � �
_'—I _ '__ _ _.._'
i ' C
I EXISTING
IXISTING FIBER i TELEPHONE �
5 — � OPTICIl1NES � LINE �
�
__'.�.—_ ____.'—.__ �_-- . �—__
� EX6TING 4" PVC � �+'� —
PORCEMAIN �
i i
-10 l i
4+20 4+40 4+60
80RE PIT
SEE DEiF
FUTURE
OPi1C I
EXISi1NG 10"
SANfTARY
4+80
INSTAIL APPROX. 281 L.f. Of 10"
RESTRAWED MJ DIP �AW WA
C151� WATERLINE
_. ____-- ---- �_._.._
18" NIN.
�
i ��
5+00
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NCDOT.
INFORA�ATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY — NOT FOR RECORDAl10N.
(2) T}iE UNDERGROUND UTiLIT1ES INDICAiED ON THE PLANS HAVE BEEN TAKEN PROM INFORMATION MADE AVAILAB�E FROM
THE VARIOUS UT1L1N OWNERS. h11S INFORMATION IS NOT INCLUSIVE OF ALL EXISTiNG UNDERGROUND Ul1UT1E5 AND
CABLES. THE CONTRACTOR SHALL WORK Wlhi hiE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO FlELD VERIFY LOCATION OF ALL UTI�ITIES PRIOR TO COMMENCING CONS1RUCnON.
(4) CONTRACTOR SHALL NOi1FY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTNG
Ui1LIilES.
(5) CONTRACTOR TO COORDINAlE REIOCATION AND/OR ADJUSIMENT OF ALL EXIS'f1NG UT1L11lES WITH U7ILITY ONMER.
(6) ALL WORK TO BE PERFORMED IN ACCORDANCE WIiH ALL NCDOT, LOCAI, STATE, AND FEDERAL STANDARDS AND
RE�UIREMENTS. CONTRACTOR SHALL NOTIPY ENGWEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONiRACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCOROING TO STAN�AR� SPEQFlCAT10N5 AND DETAILS.
(0) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERNISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
MAINLAND WATER SOUTH STA. 4+20 TO 7+00
' � � � ERISTING
� EXISIING 4" PVC FORCEMAIN � UNDERGROUND
�REPLACE W(tH DIP ON 10' EACH ', TEI,EPHONE LINES
SIOE OF PROPOSED WATERLINE) i .
__i ' ! I Z �
_ .
' �_—_.. ' .___..__ _"____��_"__'_
i I � �
i i � i Y Z
� �o
Q d
3'TMIN. � __.___. ._ .____ ..__.._._ .'_ -.-.__ _ '
I P) ' i �1 i __
18" MIN.
r�—�
GRADE
^vRADE
Utility Permit Drawing
Sheet 13 of 1&
, ;;- � � ;
_ .:1'i_��J �l
=Fr, ` � r �;
,� _ � �;;;
'.. .� a�, ��
1 '� F� d d ` � � ���.9 .1 -.
,__ �.d' w!7 � � 'i �.' � .
HORIZOMAI: i'=10'
VER¶CAL 1'=5 �S
i
�' �0
_' _—__Q .�_.._ —
+
ni^
� U
3��
w �
� w 5
� -- --_ _ � _ .... _ -----
= N—
� W
� N
�
EXISTING 4" PVC � � � ' ; � �
� i
INSTALL 10" DIP I i � � �
FORCEMP.IN ( I � I I ', I I �� i % ,
_-- i _____. .. _ __T_'_ .;__' WATERUNE ON 10'_______�r_,_.__ ____._._ _�j.._._.__ I__ I '' ' -S
� �/ IXISTING 10 AC I I
j DE OF E%6TING � � I -._._..__ _____ "—_' __.__._ _ —_ . _ _ __— _ . _ _—_ _
( EACH 51 . t �.. i �_ _�..
{, FORCEMAIN � 9 � � � I � j �
i � � '_/ WATERLWE I i I
. � , IXISTING 10" � I I I - .
� SANITARY SEWER i � � �
i I i ' � -10
5+20 5+40 5+60 5+g0 6+00 6+20 6+40 6+60 6+80 7+00
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WAiER MAINS SHALL BE LAID AT LEAST TEN (10) FEET IATERALLY fROM (13) UNLESS OTHER'MSE SPECIRED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:7 OR FLATTER.
EXISi1NG OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A iEN (10) FOOT �ATERAL SEPARATION -- IN (14) CONTRACTOR SNALL COORDINAiE WITH NCDOT REGARDING UMITS OF DISTURBANCE AND REQUIRED CONTROL MEASURES.
WNICH CASE' (15) CONTRACTOR SHAIL COORDINAiE ALL WORK ATINTERSECTlONS WIiN NCDOT STAFf 70 INSURE CON7INUOUS OPERATION
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WIT}{ TryE ELEVATION ON 7HE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(18) INCHES ABOVE TNE TOP OF SEWER; OR (16) iRAFFlC CONTROL DEVICES SHAIL BE IN ACCORDANCE N7TH THE MANUAL ON UNIFORM TRAFFIC CONiF20L DEVICES AND
(B) THE WATER MAIN IS LAID IN hIE SAME TRENCH AS THE SEWER WITH iHE WATER MAIN LOCA7ED AT ONE SIDE ON A BENCH Of AMENDMENTS OR St1PPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED i0
UNDISTURBED EARTH, AND WITH hiE ELEVATION OF THE 80?TOM OF THE WAlER IdAIN AT LEAST EIGH'iEEN (18) WCHES ABOVE ENSURE PUBLIC SAFETY.
THE TOP OF SEWER. (17) CONTRACTOR SHALL CONfIRM PUE LOCATIONS WITH NCDOT.
(10) CROSSING A WAiER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN (18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WIh1 GRADE.
SHALL BE LAID AT SUCH AN ELEVATION 7HAT THE BO110M OF TNE WATER MAIN IS AT LEAST EIGNTEEN (18)INCHES ABOVE T}iE TOP (19) UNLESS NOiED OTHERWISE ON PLANS, ALL PROPOSED WATERLINES AND FDRCEMAWS SHALL BE DIP (AWWA C151) WITH
OF THE SEWER, UNLESS LOCAL CONDIT10N5 OR BARRIERS PREVENT AN EIGHIEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH MECHANICALLY RESiRAWED JOINTS.
THE WATER MAIN AND SEWER SHALL BE CONSTRUCiED OF FERP.OUS MATERIALS AND YlTH JOWTS 7HAT ARE EOUIVALENT TO WATER (20) ALL BENDS SHALL BE SUPPOR7ED BY iHRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKINC DETAIL.
MAIN STANDARDS FOR A DISTANCE Of TEN (10) FEET ON EACH SIDE Of THE CROSSING. (21) CONiF2ACTOR SHALL RECONNECT ALL Ul1LJN SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST ACTIVE
(17) CROSS�NG A WATER MAIN UNDER A SEWER. WHENEVER ITIS NECESSARY POR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE SUPP�Y LINE.
WATER MAIN AND THE SEWER SHALL BE CON57RUCTED OF FERROUS MATERIALS AND WITH JOINTS EOUNALENT TO WATER MAIN (22) UN�ESS NOTED OTHERWISE ON PLANS, ALL ABANDONED U71LIiY LINES SHALL EIlHER BE REMOVED OR FILLED AND
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE CAPPED TO ABANDON IN PLACE.
SHALL BE CENTERED AT THE POINT OF CROSSING.

�
�
O
N
�
M
�
N
O
N
N
N
� 5 NOiE iOPOGRAPMICAI INFORMI.iION PkOVIDFD BY NCDOi
— PROPOSED 12" FORCEMAIN ''�" i Gp pOSED I I j
SEE SHEE� C 3.6 GRADE �
i I I� ,ADE � I I
P
, � �
- --- - ---.._ . � _.......__ ____ - --_.__ _ _ _.�._ _ ..----------I---
--_ ,--_ . _t_ —_`_—_—`—___J___—_�_---'—
LL 12'k10"
REDUCER
INSTALL APPROX. 116 LF. OF 12" HDPE �DR 9) DIRECTIONAI
BORE WATERLINE
SEE DEiAItS�.
� !
MAINLAND WATER SOUTH STA. 7+00 TO 9+g8
INSTALL APPRO%.41 LF. Of 10"
RESTRAINED MJ DIP �AW WA
C151) WATERLINE
3' MIN
(T�P•)
INSTALL 17k10"
1 B"
FUTURE FIBER
OPTIC LWE
FIBER OPTIC
LINE
RECEIVWG BORE P11 8'xl I'
SEE DEiAIL
�
EXISTING
� UNDERGROUND ���
TELEPHONE LINES
I
� , TAPIXIS11NG1T'
I TAP EXRTING 6" AC P�C fORCEMAIN
p i : SEEDEfAIL•
,_ WATERLINE . ,
I I
SEE DETAIL
�__J_. . .__.._. _.— :_..—.._ 1._._—
O i . '
U' I
z ' i �
i � �
� —L! I
iIB"MIN.
_....___._.I.__.__'_-"__ .� __'____ � ' _ � 9.. MIN.
\/ i /
I I
I
� INSTALL APPROX. 6B LE JACK AND BORE
----�— WITH 1 d' MJ DIP �A W W A C 151 � WATERLINE --"---
6" AS
Utility Permit Drawing
Sheet 14 of 1 �
1�����'4i
FEB 0 8 201�
'���.�°� ��� �.��,,,._..
HORROMAL I'= 10'
��,��� ��=5' 15
' =----- 10
— BORE PIT 8720' �
SEE DE�AIL.
i
_� 5.
i 0
NOTE: IF MORE COST EFFECTIVE, � i I I � I i i i AND I C ING PIPE i
CONiRACTOR MAY USE 16 i I i � � . SEE DETAILS •.
OR 18" HDPE IN PL4CE OF 14'. ' � i I I �
� E7(ISiING 10" I i j
-Iv � � ; I f � i ( .
7+00 7+20 7+40 7+60 7+80
GENERAL NOTES:
(1) TOPOGRAPHICA� INFORMA710N PROVIDED BY NCDOT.
INFORMATION PROVIDED FOR ENGINEERINC DES�GN PURPOSES ONLY — NOT FOR RECORDATION.
(2) THE UNDERGROUND UilIJ71E5 INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILIN OWNERS. THIS WFORMAiION IS NOT INCLUSIVE OF ALL EXISTING UNDERCROUND UT1LITlES AND
CABLES. THE CONTRACTOR SHALL WORK WIiH hiE OWNER TO MINIMIZE CONFLICTS.
(3) CONTRACTOR TO RELD VERIFY �OCATION OF ALL Ul1LITiES PRIOR TO COMMENCING CONSTRUCTION.
(4) CONTRACTOR SHALL NOi1FY ENGINEER AT l.EAST 48 HOURS PRIOR TO PERFORMING WORK iHAT MAY AFFECT EXISiING
un�rnEs.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSiMENT OF ALL EXISTING UTiL1l1E5 WITH UTILIN OWtJER.
(6) ALL WORK TO BE PERFORMED �N ACCOROANCE W1TH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NDTIFY ENGWEER IMMEDIATELY OF ANY AND AL� PERCEIVED CONFLICTS iHAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN TNE CONiF2ACT DOCUMENTS.
(7) SEWER PIPES TO BE INSTALIED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAI�S_
(8) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLE55 OiHERWISE SHOWN, FROM BOTTOM OF
STORMWAlER PIPE AND TOP OF SEWER PIPE.
� � I I � I,
� 'I '� SANITARY SEWER � I � -j O
8+00 8+2p 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80
(B)�LATERAL SEPARA710N OF SEK'ERS OR WAiER MAINS. WAiER MAINS SHALL�BE LAID AT LEAST TEN (10) PEET LAiERALLY FROM (13) UNLESS�OINERWISE SPECIFlED IN'THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDIiIONS OR BARPoERS PREVENT A TEN (10) F00T LATERAL SEPARAiION -- IN (14) CONTRACTOR SHALL COORDINATE N1hi NCDOT REGARDING LIMITS OF DISTURBANCE AND REOUIRED CONTROL MEASURES.
WF11CH CASE: (15) CONlF2ACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NC00T STAFF TO INSURE CONTINUOUS OPERATION
(A) THE WAIER MAIN IS LAID IN A SEPARATE 1RENCH, W1TH hIE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(18) INCHES ABOVE THE TOP OF SEWER; OR (16) 1RAFFIC CONTROL DEVICES SHAIL BE IN ACCORDANCE N7TH THE MANUAL ON UNIFORM iRAFFlC CONTROL DEVICES AN�
(8) THE WATER MAIN IS IAID IN THE SAME TRENCH AS THE SEWER WITH THE WAlER MAIN LOCATED AT ONE SIDE ON A BENCH OP AMEN�MENTS OR SUPPIEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE WSTAU.ED TO
UNDISTURBED EARTH, AND N1TH hiE ELEVA110N OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18)INCHES ABOVE ENSURE PUBUC SAFEN.
iHE TOP OF SEWER. (17) CONTRACTOR SHALL CONFIRM PUE LOCATlONS WIhINCDOT.
(70) CROSSING A WAiER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CRO55 OVER A SEWER, THE WATER MAIN (18) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
SHALL BE LAID AT SUCH AN ELEVATION THAT THE 80TTOM OF 1HE WA1ER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE iHE TOP (19) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERLWES AND FORCEMAINS SHALL BE DIP (AWWA C151) `MTH
OF THE SEWER, UN�E55 LOCAL CONDI110N5 OR BARRIERS PREVENT AN EIGHTEEN (18)INCH SEPARATION -- IN WHICH CASE, BOTH MECHANICALLY RESTRAWED JOINTS.
THE WATER MA�N AND SEWER SHALL 8E CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EOUNALENT TO WA1ER (20) AL1 BENDS SHALL BE SUPPORTED BY 1HRUST BLOCKING IN ACCORDANCE N1iH THE THRUST BIOCKING DETAIL
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. (21) CONTRACTOR SHALL RECONNECT ALL Ul1LITY SERVICES AFFECT BY PERMANENT LINE TERMINATION TO NEAREST AClIVE
(11) CROSSING A WAIER MAIN UNDER A SEWER. WHENEVER ITIS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH iHE SUPPLY IJNE.
WATER AdAIN AND THE SEWER SHALL BE CONSTRUCTE� OF FERROUS MATERIALS AND WITH JOINTS EOUIVALENT TO WATER MAIN (22) UNLE55 NOTED O1}iERWISE ON PLANS, ALL ABANDONED UTILITY LINES SHALL EITHER BE REMOVED OR RLLED AND
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POMT(S) OF CROSSING A SECTION OP WATER MAIN PIPE CAPPED TO ABANDON IN PLACE.
SHALL BE CENTERED AT THE POINT OF CROSSING.

�
r
�
N
�
M
�
N
�
N
N
N
GENERAL NOTES:
TOPOGRAPHICAL INFORMATION PROVIOED BY NCDOT.
WFORMA710N PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDAiION.
THE UNDERGROUND UT1LI71ES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
h1E VARIOUS UT1UN OWNERS. THIS WFORMAl10N IS NOT WCLUSIVE OF ALL EXISi1NG UNDERGROUND UTIUTIES AND
CABLES. THE CONTRACTOR SHAl1 WORK WITH h1E OWNER TO MINIMIZE CONFLICTS.
CONTRACTOR 70 FlEL� VERIFY LOCATION OF ALL UTIU11E5 PRIOR TO COMMENCING CONS7RUCilON.
CONTRACTOR SHAL� NOTIFY ENGWEER AT LEASi 48 HOURS PRIOR TO PERFORMING WORK hIAT MAY AFFECT EXISTING
UTILITIES.
CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSiMENT OF ALl E%ISTING UTIUTIES WITH U11UTY OWNER.
ALL WORK TO BE PERFORMED IN ACCORDANCE W1TH ALL NCDOT, LOCAL, STATE, AND FEDERAL STAN�ARDS AND
REQUIREMENTS. CONiF2ACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OP ANY AND A11 PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONiTiACT DOCUMENTS.
SEWER PIPES TO BE INSTALLED IN iF2ENCHES ACCOROING TO STANDARD SPECIFlCATIONS AND DETAILS.
SEN'ER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OT}iERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAI� AT LEAST TEN (10) FEET LA7ERALLY FROM
EXISTING OR PROPOSED SEWERS, UNLE55 LOCAL CONDIT10N5 OR BARRIERS PREVENT A iEN (70) F00T LAiERAL SEPARATION -- IN
VhiICH CASE:
(A) hiE WAiER MAIN IS LAID IN A SEPARATE TRENCH, WITH l}{E ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHiEEN
(18)INCHES ABOVE THE TOP OF SEWER; OR
(8) THE WAiER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER N1TH THE WATER MAIN LOCA7ED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARhi, AND WITH iHE ELEVAiION OF T}{E BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (iB) 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 WAlER MAIN
SHALL BE LAID AT SUCH AN ELEVAiION h1AT iHE BOTTOM OF hIE WATER IAAIN IS AT L.EAST EIGHTEEN (18) INCHES ABOVE THE TOP
OF 1HE SEWER, UNLESS IOCAL CONDIT10N5 OR BARRIERS PREVENT AN EIGHIEEN (18) INCH SEPARAiION -- IN WFIICH CASE, BOl}i
THE WATER MAIN AND SEWER SHALL BE CONSTRUCiED OF FERROUS MATERIALS AND 'MiN JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF iEN (10) FEET ON EACH SI�E OF hiE CROSSING.
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER ITIS NECESSARY POR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND hiE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND K7TH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) fEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SEC7ION OF WATER MAIN PIPE
SHALL BE CENTERED AT TNE POINT OF CROSSING.
Utiiity Permit Drawing
Sheet 15 of 18
�:� �����
(13) UNLESS OhiERWISE SPECIFlED IN THE PLANS, MAxIMUM SI.OPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) CONTRACTOR SHALL COORDINATE WITH NCDOT REGARDING IIMITS OF DISNRBANCE AND REQUIRED CONTROL MEASURES.
(15) CONIRACTOR SHALL COORDINATE ALL WORK AT INTERSECTlONS K1TH NCDOT STAFF TO INSURE CONIINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(i6) 7i2AFFIC CONlROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONiFiOL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLJC SAFETY
(17) CON7RACTOR SHALL CONFIRM PUE LOCATIONS WITH NCDOT.
(18) PROPOSED MANHOLE RIMS SHALL BE FLUSH Wihl GRADE.
(79) UNLESS NOTED OTHERWISE ON PLANS, ALL PROPOSED WATERlINES AND FORCEMAINS SHALL BE DIP (AWWA C751) W1iH
MECHANICALLY RESTRAMED JOINTS.
(20) ALL BENDS SHALL BE SUPPORTED BY hiRUST BLOCKING IN ACCORDANCE N1hl hIE hiRUST BLOCKING DETAIL
(21) CON7RACTOR SHALL RECONNECT ALL UTiLIN SERVICES AFfECT BY PERMANENT LINE iERMINA710N TO NEAREST ACT7VE
SUPPLY LINE.
(22) UNLESS NOlED OTHERWISE ON PLANS, ALL ABANDONED UTILIN LINES SHALL EITHER BE REIAOVED OR FlLLED AND
CAPPED TO ABANDON IN PIACE.

115kV1
70
115 kV I
60
12. 7/7.
12. 7/7.
50
�z. n.
12. 7/7.
40
v
v
30
12.8'
�n
� �
N
O
N
1
= li o�
NOTES:
1_ ELECTRICAL CONDUCTORS SHOWN ARE 559.5 kCMIL AAAC DARIEN.
SAG IS '167° F. FINAL WITH 220 FT. RULING SPAN.
2. TELEPHONE AND CAN (BY OTHERS) ARE SHOWN FOR REFERENCE
ONLY. SAG IS ESTIMATED TO MATCH ELECTRICAL.
3. TOPOGRAPHIC DATA PROVIDED BY NCDOT. NOT SURVEYED BY
ENGINEER OF RECORD.
4. MAXIMUM POLE DIAMETER AT GROUND LINE TO BE 5 FE T BASED ON
INSTALLATION W STEEL CASINGS. '�t�
LEGEND: ���
�
PERMANENT ELECTRIC FACILITIES d �
_ _ _ _ _ TEMPORARY ELECTRIC FACIUTIES °"_��a �
-;r �
SCALE: �,---=y ,�
1"=50' o
50 0 50 � 100 �.
�-=� �:
Utility P'ermit Drawing
Sh�et16af18
DESCRIP?ION
Power - -
£ngineering and,tlana�;emenr.S�rvi�es°Y
LICENS= � F-1' 3t
1616 E. Millbrook Rd. Sulte 270
Raleigh, NC 27609
919-25�5900 FAX:[phone]
TP"o'. JONES ONSLOW EMC
Jacksonville, N.C.
SurF City Bridge Project 8-4929
WETLANDS IMPACT PERMIT
PERMANENT POWER LINE
ER SERVICES
1. NO.:
:: i�nonois
� ,,_�
BY: J WP
BY:HGB
DWG. NO.
1A

3
�
�
¢
�
¢
U
T
�
t
�
N
rn
�
m.
U'
wi
0
c
0
N
c
0
h
�
U
>
1
= 50'
= 10'
15
151kV I
2
V
kV
• �� •
,dl
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+p0
IV V I CJ:
1. ELECTRICAL CONDUCTORS SHOWN ARE 559.5 kCMIL AAAC DARIEN,
SAG IS 167° F. FINAL WITH 130 FT. RULING SPAN.
2. TELEPHONE AND CAN (BY OTHERS) ARE SHOWN FOR REFERENCE
ONLY. SAG IS ESTIMATED TO MATCH ELECTRICAL.
3. TOPOGRAPHIC DATA PROVIDED BY NCDOT. NOT SURVEYED BY
ENGINEER OF RECORD.
4. MAXIMUM POLE DIAMETER AT GROUND LINE TO B�fS�EET BASED ON
INSTALLATION IN STEEL CASINGS. j �-� =1
LEGEND: � � ����
� �� � L�l1
PERMANENT ELECTRIC FAGLITIES 0 C�J �
� �
----- TEMPORARY ELECTRIC FACILITIES �
,� � ��
SCALE: '�"-� N �
50 � 1 " = 50' . �
50 $� � 1�0
Utilit�r Permifi Drawing
�heet 17 of 1 �
REV DATE DESCRIPTION
POWC',I' "
Fngince�ing and Manugemenr.S�.,�ic"J
LICENSE # F-1131
1616 E. Millbrook Rd. Suite 21 D
Ralelgh, NC 27609
TEL:919-25fi5900 FAX;919-25G5939
�EF No R�J JONES ONSLOW EMC
'OWERSERVICES Jacksonville, N.C.
'ROJ. NO.:
)ATE: 11/202015 Surf City Bridge Project B-4929
'°^`E: ,•=5°• WETLANDS IMPACT PERMIT
�� a� ��
:�aY: ��B TEMPORARY POWER LINE
DWG. N0.
��

�
WETLAND IMPACTS SURFACE WATER IMPACTS
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) (ft) (ft) (ft)
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.
� 3 �':. ._ � . i i,3 � r � � j 'i�.�
I
�_� y a. r�` i �� 'a�: 7: 'k �.
�ATNRevised 3l31/05 �SHEET 1 OF 1 Revision 1/13/2016 �
�
4 � +
� �� � � t�/ �_-�. : � i
DC��� �.����� �� fr��,

i�ii,�l1`s�Ec'7y North Carolina Department of Transportation ,�
�t�CilZ��rdieC' Highway Stormwater Program - ` _ '
STORMWATER MANAGEMENT PLAN � �� '-'�
(Version 2.02; Released April 2�15) FOR NCDOT PROJECTS
WBS Element: 40233.1.1 TIP No.: B-4929 Count ies : Pender Pa e 1 of 3
Generai Project Information
WBS Element: 40233.1.1 TIP Number: B-4929 Pro'ect T e: 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: �520 South Bivd.
Raleigh, NC 27610 Suite 200
Charlotte, NC 28203
Phone: [phone] Phone: [phone]
Email: atkinson ncdot, ov Email: will.weathersbee rsandh.com
Ci /Town: Surf Cit Coun ies : Pender
River Basin(s): White Oak CAMA Count ? Yes
Wetlands within Project Limits? Yes
;� s ,� x �,� _ -. � -
i ._. � � ; �,<�, ��. �. ; _ -�
�..,� �_,� , . : .
.,
� _. .. . , . ,
. „ _ �_..,.
�:� ��Pro ect"Descri iion � �� � � �` _=
�. > -
_ . _ _ _ _ , _
Pro'ect Len th (lin. miles or feet): 0.93 Surroundin Land Use: Agricultural, commercial, residential
� .' - � . ` � ' Pro osed Pro'ect � � -.-
� ' � �� � � �� � T P � � � � � � � � ``� 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 fivo 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 B�idge 16 in Pender County, an existing moveable swing bridge along NC 50 and NC 210 span�ing 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 Islard ar�d 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-tevel 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 40 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
���ill impac, neiti�er. Specii�c naturai er�vironmen; avoidance and mir,i,n��c: on �,,�usur;:s -�uiUre ihe use or iatainirg walls to min�mize iill in CAMA we�lands or� thE rnairi�a��u side.
Additionally, the bridge was extended by 100 feet on the island side to a��oid fiil 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 portior, of the project that borders CAMA wetlands.
,w,_ �, ,z . _
. �..� r ��` 'a*=.-:t. ,� -:..� �, . < :���_.�. .. r. .T_ � Y' .:-� � _ _ �.;�
_..- ,:. � .:�.-. . ��.<„ , ,e- .. _ .� .�.- . �,.: . � �.: �.; ,. . _ .
...--,t-_.. ... - �. ... . ..� . r.._ __c�- -�,_ ,. . � , .:w .,... .- . .,.__ � {y� . ...._ ... . ��,:- -
.x., �. �x. . :....:.....u.—. �.. s. fi . �i� � .:. ..... ._ . =.L ...w.- .. _. ..r. .:.- ...�{,... { .. ...; .'e f.4:.' '
�.: _. ..,.. . . .,.3.: .. _.., -',"R . . . .. _: _..`s�'�.. a� r . .'.t t.. ..4 c .�. . _. ,.., . .e��. �.. . a . _ .:.: � � -. ... . . . .... . ......
�..�. , . ,S'�i. � a . .. . . fl. � .r..z._ :.: �..:�. .. , . .. . .Xi , J:_:.�, .. .. .. .r.. ...7 T .� ..:.. ..... . ::�. "� _ ,-. .,,. ... < _
._r_Y� . ..n._ -{> .:'�. ....�t:: ..::-, ,_... � ng�.-� �- . ,� .�S' w. .=�< . - . . ' "':` ' '
.n .�t� �:�ro«..........i ....._%.,_ .7.. . _. k. �.ab- . r.. -.s�-'� b- �...e.. o. .€., � �Y� �JQ. . I x . ". �' ..
_, , __ ��.. � , _ _� � ,,�����-__ n�,< ��.�..�.�._u: �- v ..;�, e� �.-�.�_� ...,��tiu _.: , _ . ater d .I�►f�_ t.an - -
��
��. _ �, � � �- �� `
r
- _ � �. � _ � :��.�� �
,ka .� . _ �_ . -- � , ,, r:
, �_. . . r _., r, � . ,. � _. � .� ,� , . _ �- „ - r �; N.w � .
Surface Water Bod (1): To sail Sound NCDWR Stream Index No.: 18-87-10
NCDWR Surface Water Classification for Water Body Prima Classification: Class SA
Supplemental Classification: Hi h Qualit Waters HQW
Other Stream Classification: Prima Nurse Areas Areas
Impairments: fecal coliform mercu H
A uatic T8�E S ecies? Yes Comments: 9 A uatic T&E s ecies habitats are resent; er the ro ect FONSI, all are classified as "no effect" or "not likel to affecY'.
NRTR Stream ID: To sail Sound Buffer Rules in Effect: Other
Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Dischar e Over Water Bod ? 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�
,--`',�
' - ,. _. , , � .

. . . _.,, . ;.,. �,�,., ,,...::.�.=.�. � ��-_,:. . „ ;,:,---
�l„'�'..� ,;���w,fi�, � ` , � � North Carolj . . . n , � Transportafion ,.. , . ' ' .�, -"�.
��x �1V{.�t���;x,#,Ly�`y�, � a ,. , , . na�.D�ep:artm'e tof;,,,,,.�y ., . � . , 1
,.i�'��r�'��Y,.'# ��1��4+d4�+'S . . , _ . , . ' . , . - ���.'%4•'rii � . ' ' , , ' !
���t�u ��<-..,.���,,.�«.� - • . � High'w'_,ay'Sto�mwater.�Program °".•��� - .. . . . , _ . :�'� �
. s , , � � _ . ' . . � � " - - . r,: i . ' - . ., . . . . . - ", {°"�u, � •f,
�. ;•.� $TORMINATER�AI�A,NAG,EIII�ENT;.FLAN� "",
. ' ,. `' .
Version 2:02� Released n� 20 5' �FO � T�P.ROJEG'�S:�-
(. Ap 1 �;� Rj�lCDO, -
, . . . ,...�,... ,,...., _�. . . . . , .__ . .. _._ ...:..... .. ... r,.._._-,:.,._...,,. �-..,,.....•--- . . , .,. _. , ... . , . �: ... - . : , . - ..,
WBS Element: 40233.1.1 TIP No.: B-4929. Coun ies : Pender Pa e 2 of 3
_ •,,, . . - . . :, , . . . , _ . , , ;
a' . . -
. sg'_,. _
- w��le
a s�
Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Surtace Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules?
-Y1- 11+22 - 11t26,RT (1)Topsail o
4 -77°33'9','; 34°26'6" Sound 0.0 3.0 3.0 0.4 40 43 0.30 /0 1.0 1.2 1.3 1.3 Nb No
4 -L1- 13+00-:13+75,RT ,(1)Topsail 0.0 . 3.0 3.0 � 0.5 50 51 0.30% 2.6 1.5 3.4 1.6 No No
-77°33'13", 34°26'8" Soiind
� -L2- 55+92 - 56+05 RT (1)Topsail 0.0 3.0 3.0 0.1 10 20 0.30% 2.3 0.7 3.1 0.1 No No
-77°32'51'"; 34°25'34" Sound
- •-ar ' 's _ - ,z. ,a•a _ _v,.u, .;�...z, - _.,,��,� .�r - a�w., .-n tv,n �: - o-- ,..-a^- �,$)��
YA.o-..' .'.Te"r^ t�c�i ;,,w.F�":x•v ,'S4`l� 'e,� ' .ti�"s%x'.=' ."'.�4+ �.Y_ _"�„" .Y''4"�... �,.
vw .�� :M,�.: `"�k'� �l... }`�` 'e+!" Ti.�'s` - "�'iW:?. r ��: I'-' 't f..^Za"a .'m'a'e'� �"�`i s.'a
,s�-: d '='-�' *,"- '"�.v -.� .-�. _ rr-�w.� _ :�,• ""e� `5a .'sa'�°v:f'.;�,'.. "iP �.� `;s�..;'=w".'�"_`,:.� 'tx2 %��s�,, z "�� x� `* ,=„�' '.L_�- - J` ....g.�'
�^�� ; �� �,..�, z,� :�"�� •� . �� �� +,,, �i�i'�'�x .a� , � ` - ,€r.d°�..� -
-�. ,.�'�^` � ,�"'s .., k . '.,n :.'.�-'�:i ,;�s. �,'s`r�" a,�,.�, .$.,a. „� _� t� a-`-'�, t ���;. �-*t :��
, � adx � �` :i.`T- .w.f,e -i°. '£tsx �� .:5 �i ,"�t� fi y. nP+i>*=v.. _..�" 0... ;Y!k^x" tcY ��'"*i .w.*.Y'):`h .
*'�� <� - :�.`�.r-�""."ew-� � ?.,:, u�,".�s ! `' m-. T� �. a�� iii Ze�� � '3'�'. � ��` ` :�f ' =.� "'��s �s..v"�.. '�-x'�-- ,�.a.: aG�:`E .s"'
�. _ . �Y .T � �.,f+^.- - auv �� x : .. -�`�" r� �. ���. § . c y T ,' `3,. s. �^a�...� - xi;� �. :..r � 4�r= . 7-i:":a.o- r�6.� . . �'�N`b.} :. , f� , .�Y' , �<..,e( e; c'�'
:�°-� �.,; � � �.�� 3. .�.A t�onal�` otri � ,� _�r�� ��.�. ,.�. :� �.'�;;
.:s:�,z� .^*.....�.., 'C� r �,t `,m. e>:�', � �� � � � +;� �"c. � � a � .�k � z c, �. D «� �, � @ .�, .3. y -::a'_-'�,�r vr rz� .•�"a��- �. ,.ft...e �ra=:,� �`-�r� d �s: ��^t r• �.8 t"^`,.0 c.-..
s. �'� � �;�. .r��n�x �.�..�t,��� .��y �.��w.<�a.��.M'r�,��5`e�.�.�`�S:.s.,,,.z�a�w. a.�.�.-�.�.,w. �'�.r"'�;`,:,aa.� „2� �.r . �r��;� -.� _ �... �.. � ..-s,-�.. � �'�das� �.,�a��.�..�,, n'�.: r�,� �, ,�,. ti; � ";�s'��.s„o�t.t,a a..a�r�.e+,,,�. ,� � ,� r�,.�s., „��:�r.�t�r.w,F.� .,�Fa.,�i�:n..
;�-- �=. - c;.-'
=� k`'� t; �,t� �' � ��.
F-Ci �- � �'cN '- , A: t =...� . .
'u i L:r.Y^�t � � ..t `� '� t..� �t'.z'�
��� � � zo��
��r �-� ;� ; s�. " 1 �"`��ti `�" v ";"�-:�
,�
,,�, �.,� ., ;�� � �'', � ? � � ._� n � �

�.�iy >r+ a t�;ny�,�, ,�,1+' .'4> � . c,,,., ` � . ,- .- ' • _ , . _ , - _ ' . " =- ' : . . - ' _ ' - - - _ _ . . '. , - . . , ; , - - ' � - � . . -, � ' • � _ `i'.e.-n� _
"a ,4,.v_, ��:^��t�as �. - . , . . . � - - - . . . -
i ' , _ ' .
:''P „ _ ' �r t :v . - . , - -' - . - - . . , _
���1 .��� -Y Nortn�c ��;
�45. „s� arolina De� artment.of`Tr -f•°-
�,.�� .,.. _��'t:• :ry u:�; , -. p ans`'ortation
,t�,,w, ' .j,� j-�. � � -, , , - , R.• .. . `��
Y,l
y� r�x ,
� �
C
.`•K �
1�
x� '�� �
1 �� i
C.•
L+k <
`�a .� ,
r ..p�
r'� .
%3 w
�� .
F �'. -
�_r � -
Y�
.«...xl....
, , ' ,'i:�� , '
Y
iY;.' . _
A:' V -
- - _ .. . �`H` tor�' - • •
i r=S mwat
fiwa er-'P'rc -� _
r"
0
� r';
am•r. =
- .9 - . ._-
_ ,�
- �� -
. -9 - - -
- . - - . - _ .:'�
- - - - - - - � =i
- - �
. - �, � - -
- �
- ��; � - ;S. - •r�,
TO -
, RM ER'M�'H� . ,�,.,
l�iF ' A AG
E
M�
A• ENT: �
T
FLA
V " �" - �
. N`
. :.�-,...--%,
ers on 2"� -
.02�::R '
el`
eas�
ed��A'
l ri1-2 -
� 01'S -
p - -
)� - _
... �,,
...
, .,, ,.;.
,: ,
., .;. r
�,
,...:; _.
,
. . ,.
� .. .. __.. - ..,:; ::,... . -
�FD ��NCDOT PROJ - - �-.�-
R EC�
7'S: ' - -
, . .-. . ..,,
, . , _ , .,.,
,; t,:..::
....
,. . .. . ., . . ,.-
. . ..._ .
, ....- �. � .._,...., , � - '"` . - - -
--_;':' ;'; �
_ ¢....-.-:.-'::.,r �.::._. _....�,.<-.,�__�-,r...'�1,.�,�-� ;Yi..`-y'.., _ �,1.� _
-•�...,.�. _
WBS Element: 40233.1.1 _ - - - -- � - " �
•-.,. ...., . -
-. �
, ,., ,;: .,,.. _ „
, .,.,,. ,.. .� . .,,v-., ,..,>-� •, - of 3
„
� ,. , . .�
,... , _,�
�
_ ,. .:,, .. _ , _ ,. , , ..-.
_
. _ . � � - .. . ,.,, �., . . . . � , .
TIP No.: B
, ,. , ,. �
.,.,
4929
. .. , ., ...,. , . . _.., T.., .., .. -. - . -
.. ...�,� ; ;
> .�. , : • . _. , � _
� .. , , . . � .. . ... . .. . .... �, : ..: . . , . ... . . . � . . . �.�,:
:.
C
. ,,r �.- .. -
oun
ies Pende
...... .... . ... ... .. .. , �..v .., . ,...,, _ _. , . , _ .
. .. ,_ ,. ., .. ,_.,._.
,
_,.,_,.. ...� . ..,.:... . . .. ..,. .- -
,
,,,.
.:......... .. „ _.
r
a e
. ..� ,. _, _. _... . _ ,; r,.
.-
.
:_...
r, . . .._ .�. .._: _ . ,,.. _._ _ . ... :. . .:.. ... .. .... :: .
.
..,k ,.:.� .� , . .
«.. „
_ - - •:.Other--Best•Mana' ement.Prac i e - -
.
. , . ...... :. . ,... � .. , _. . 9 -
.. . .
t c s'-
- - -- -- - - - - �_ - - =�;>°- _
New Built-Upon „ . , �. ~M .` �'. . Jy '.Y/ Precipitaiion Depth�y`��,_ �;."`-:, � �_.,_._.:.--
Station 8� Coordinates Suriace Drainage Area Area Volume Treated Treated over NBUA BMP Associated
Sheet No. (Road and Non Road Pro'ects Water Bod BMP T pe ac ac ac-ft (in) w/ Buffer Rules?
4 -L2- 17+62�RT -- �`� (1)Topsail -Irifiltration 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 ` • :.
=77'32'49", 34°25'33" 5ound ' Infltration Basin . 0.4 0.02 0.052 30.43 No
:i'_�%5�'.zz�! +rj`L � "a,;-_` _^^c'"°�:-�'i �r��`C.� - -� ":��w.;>�;'�',�..�. ;=e �",�;=r•-- �`�.'�- "�'-'"."�;� =r'.�,." -
e ti ..� _... _ �.,�`F: sr.-� �rr-`va� :zk; �'"� ' -�, .+���r, . �''-�,.z. , `�.;�.��. < .,��:�- - °�, "� s�- : �.-v,..� =ns�t-r �"�`zt. z — --q,��-- �.r-- ��4^-^��^-_„w�' _ _ _
i�.�'�.,-M`..�,'-:a�;�-�?�: � fi-� `� ,:� .r.av_, -z'r�.. `s+��. -.�.� - -s - - _ �
,.�����'.i.�s:�, 3� s�'.'�,'��s:� �4. :4. r�. f.. :�- ^y,*� <�.*,.ti 'k;'�. >.;�-.,Ns�'�°`�;='�^•, -�`�� - -
.�3�r>€;..-^. =-�.:�.,�.r2�s - . .t�;''•w: - yr ' a'r r:.. - , s��T �. u'€��� .i r �..`?'�`�€: -��-id� -sa.��
s,�+''�:<, .,� s� -''-��`��F,v" - �.k_>_-�'^<��'c*� ='k�s �.,�4,M`�., .-.a r`:::='vy�-i ,e�"-�TM''.. �'�"�..: �`�'-s�;=x_. ' F'�'�-�'�`.`=� "��,..R'r•,tau t,i�'s��` w-�;"
� �-����; = ����; : ���;�,'��.,.� ._�<x.�.,�.,,,� ..�`�,..4�d�t�nTial..�o � en �., �� _;�� �R �_ ��: .�. , - - ,. �
..� mm ..�s�,�.� ��.,��.:�,�.��;r��a�x��_.:��_��`�:���� _��,�������u,,�. ���:����:���.��=���h���=�.�:«��`:��==,u�����r�.�.;��-�:�'
� �a �;� � � �'�_� � `^-�
�=ER � � 2016
t� .j r z;,t.� 3`'� � U.' h.,u'j h' ��, �~1 1�
�•
;j �r `�„� � _ d 9 _✓_... , e - _'_

�
ml
m
m
�
�
�
_
�
}
E
L
d
�
T
L
O�
N
Q1
m
�
�
�
3
O
�-`�
�
C
N
E
c
O
t
.>
c
w
�
�
�,,
a
i
�
U
7
� oa
L
O�m
N �yft
�_�;
mi�
��-
�
V
W
�
�
�
�
�
����� �� ����� ��������
�� V' ����� �ll � �JL�� V"V l71��
PE.I�DER COUI�TY
LOCATION: BRIDGE N0.16 OVER THE IIVTRACOASTAL
WATERWAY ON NC SO-210
TYPE OF WORK GRADING, PA VING, RES URFACING,
DRAI11lAGE, STRUCTURE, AND WALLS
—LI— STA.10 + 00.00
SURFACE WATER IMPACTS PERMIT
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 TOPSAIL BEACH
PERMIT DRAWING
SHEET 1 OF 21
END TIP PROIECT B-4929
RA2— CENTER OF CIRCLE _
—L2— POT STA. 59 + 06.37 (OYS 20')
—Y3— POT STA. 15+86.17 (OYS 20')
�Y4— POT STA.10 + 00.00 (O/S 20')
PRELIMINARY PLANS
DO NOT U86 PoR CONBTRUCf70N
PLANS PREPAR£0 BY�
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,sza sourrr BOULEVARD HYDRAUI.lCS
su�rE zoo ENGINEER
$� 2$ � 50 lo� ADT 2017 = V�20� R � CHARLOTT6, NC 18203
ADT 2035 = 30,000 [phone] Q� MORtp
FQR THE NG4TH CA/7GY.1NA QEPAftTYEM/ Q` TRANSPQ�iTAT jdV .�` C7,
20/2 STANDARD SPF,CIFIGA7/ONS �' �
0
PLANS — o° TIP 8-4929 LENGTH ROADWAY = 0.215 MILES e �s
r e.
— 5 /o JENNIFER FARINO. PE ' '.
50 25 0 5o t00 T= 3 0�o t TIP 8-4929 LENGTH STRUCTURE = 0.715 MILES Sf�,�ann�: �
� V= 40 MPH RIGHT OF WAY DATE: PRo�cr e,vcrxFea s oz
ROADWAY DESIGN
TIP �4929 TOTAL LENGTH = 0.930 MILES AUGUST 31, 2015 SEAN KORTOVICH, EI ENGINEER
PROFILE (HORIZONTAL) w TTST =1% DUAL =2% PROJECTDESfGNF.R `A~r�R r��N+'°!'
io 5 0 to 20 FUNC CLASS = LETTlIYG DATE: TONY HOUSER, PE
--
■� �-- � MA10R COLLECTOR _�l— AND —L2— USED TO CALCUTATE PROJECT LENGTH
FEBRUARY 21, 2017 ncuor coxrncr
PROFILE (VERTICAL) $TATEWIDE TIER ��
sicxqnm�':
0

�
PLAN VIEW
EARTH BERM
LLLYMIIVIV VHI\yLJ
Ii�IFIL`� i��N
� 15" RCP—IV
OUTLET PROTECTION
(CLASS B RIPRAP,
� SEE NCDOT STD. 876.02)
BASIN BOTTOM LINED
WITH 4"MIN. CLEAN SAND
OR DENSE VEGETATION
f�;.,!t, f_ ":.' �F .�'` _ :_,
NOTES
1. DO NOT EXCAVATE BELOW SEASONAL HIGH WATER TABLE.
2. LIMIT EARTH BERM HEIGHT TO 3 FT.
3. AVOID COMPACTING BOTTOM OF BASIN.
24"RCP—IV
TOP OF SPILLWAY
ELEV. = 7.0'
PRIMARY SPILLWAY
TOP OF BERM
ELEV.= 7.0'
15"RCP—IV
EXCAVATION 300
C
EARTH BERM 265
C
SAN D 50
C
GEOTEXTILE 50
S
� �-2' (MINe)
3'1�
rM1'�:�
���
PERMIT DRAlNI1�9�
SHEET 2 �F 21
PRIIVIARY SPILLWAI(
SECT A-A
LOW PERMEABILITY
GEOTEXTILE
BOTTOM OF
SPILLWAY
ELEV. = 6.0'
�-10' (MIN.)�
PROFILE VIEW
(TYPICAL SECTIOi�I)
LOW PERMEABILITY
10' (MIN.) GEOTEXTILE
�
_ _ _ _ _ _ _ 50 YR. WATER 1' (MIN.)
ELE�TAiI6N = 6.�,— --
�
f BOTTOM OF BASIN 2
ELEVa = 4.0' � I
STR. N0. 0417
OUTLET ELEVATION = 4.1'
OUTLET PROTECTION
(CLASS B RIPRAP
SEE NCDOT STD. 876.025
BASIN BOTTOM LINED
WITH 4" MIN. CLEAN SAND
OR DENSE VEGETATION
OUTLET PROTECTION
SEE NCDOT STD 8 76 02S
�
l
TOP OF BERM
ELEV. = 7.0'
PRIMARY SPILLWAY
r COIR FIBER MAT
NATURAL GROUND LEVEL I
4"RCP—IV
STR. N0. 0420
OUTLET ELEVATION = 4.3'
�� � S s�- `j i � _� +��
F. � �:
� �1 '�..,---� �� �-_a �7 `�s .ym :
�=FB � � Z0�6
FOR-�,.P�LAN ,V�I,E_.W�,, ;.A�.,,�
SE���PERMIT-`��SHEE�9
5 AND 6
NOT TO SCALE

�
�
'"\V"
N
GEOTEXTILEE&BSLOPE
STABILIZATION
EST. 445 Sa. YDS. TOTAL
I I�I F I LiR�TI O�I �e�S � N I� O. 2 D E1"e�l L
EARTH BERM
PLAN �IEW
"'_"-"-"Y'F-''_"_"_"__'_"_"-"_"-�_"_"_"-"_"
`•.\ �, \ -------C�: =-:.----�------�--:.----- ----- -------- 3,
�'� .\
15" RCP—IV �'� �'�.
� \`'� ;. .
.
. \.\
.,\•.\` _
.__ - -- __ —
OUTLET PROTECTION
CLASS B RIPRAP
SEE NCDOT STD.876.0�
(STR. N0. 0701)
OUTLET ELEVo = 4.0'
BASIN BOTTOM LINED
WITH 4" MIN. CLEAN SAND
OR DENSE VEGETATION
TOP OF BERM
ELEV. = 6.5'
LOW PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION �
2.5:1
15"RCP—IV �EXISTING
GROUND
EXCAVATION 215
C
EARTH BERM 130
C
SAND 20
C
GEOTEXTILE �45
$
",�,��.., � .,�, � �� �
CONTROL STRUCTURE
SEE NCDOT STD.840.04
(STR. N0. 0720)
INLET ELEV. = 5.0'
PROFILE VIEW
(TYPICAL SECTION)
STR. N0. 0720
TOP OF RISER
LOW PERMEABILITY ELEV. = 6.0'
�GEOTEXTILE &
SLOPE STABILIZATION
50 YR. WATER
� ELEV'Ai I(5N—= 5.5, — — —Y— — �� — — — �
`J � RISER OPENING
'' ELEVATION = 5.0'
2.5:1 OR FLATTER
EXISTING GROUND
LOW PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION
STR. N0. 0701 _��
OUTLET ELEVATION = 4.0' BOTTOM OF BASIN
ELEV. = 3.0' 15" RCP—IV
OUTLET PROTECTION BASIN BOTTOM LINED
NOTES
SEE NCDOTSSBDR876A0�' WIOR DENSE�VEGETATIO� CONTROLCSTRUCTURE
(STR. N0. 0720)
1. DO NOT EXCAVATE WITHIN ONE FOOT OF SEASONAL HIGH WATER TABLE . SEE NCDOT sT�. 840.oa
2. LIMIT EARTH BERM HEIGHT TO 3.5 FT.
3. AVOID COMPACTING BOTTOM OF BASIN.
���
PERI�lT DRAVdiNC�
SHEET 3 OF 21
JUNCTION BOX W/ MANHOLE
(STR. NOe 0718)
SEE NCDOT STD.840.31
EMERGENCY OUTLET STRl1CTURE
TRASH RACK 31"— 46" TRASH RACK
� � �
�.
24„
�U
JUNCTION BOX W/ MANHOLE
(STR. N0. 0718)
SEE NCDOT STD.840a31
�IN. 10"
i
i
i OUT —�.
i �
i
i
J ,y ,4r:�.�,�""��
!� �a,=7 �= � u `'t� .._.
:�=E.�3 �� � 20i6
���''� ,,^�, r ' 5 �'�, , � .��'�yy�
iis,,..i `y.,;.� i 3 �� 11 v>�c�) k.�.. =»- tl
FOR PLAN VIEW
SEE PERMIT SHEETS
14 AND 15
NOT TO SCALE

3 �
�
�
d
N
OUTLET PROTECTION
CLASS B RIPRAP
SEE NCDOT STD.876.0�
(STR. N0. 0705)
OUTLET ELEV. = 3.1'
• � r, � f•� {;+ � a '`:, �L�� � `� V •'� ��•+ � � .�� '.e
_ - .
EARTH BERM
PLAN VI EV�
m
DROP INLET
(STR. N0. 0722)
SEE NCDOT STD.840.18
----------------�-------
6'
------------------------------------� 5'------------------------
--------------- ------._.
-----------------------q�-------- --
. ------------
----------- -
� . 3, ---�------ '
. `
\ .\ \ --------------------- .\ ••`
•�` ''� I I
'•.
� \ � 15"RCP-IV i�;�
.' � ' .
._\ , \ � , �
• _ /-� - , -� .. �.
_ J - - -- _ -_ -_ �__ _ -_ - _ _. _ _ 3- _ _ _ - - --_ __- -: - - �. =: -.�_. ,.
15"RCP IV ' - _.._ -4,._.- _ _ --- �'. ` ,•'�,-'
'��
' --- -- 5' - - �'� �"�
---- - '•.
.,� --�._�•' ,•'
BASIN BOTTOM LINED ���--_- �
WITH 4" MIN. CLEAN SAND
OR DENSE VEGETATION
EXCAVATION 190
C
EARTH BERM 55
C
SAN D 17
C
GEOTEXTILE 220
s
TOP OF BERM
ELEV. = 6.0'
EXISTING
GROUND
15"RCP-IV
STR. N0. 0705
OUTLET ELEVATION= 3.1'
OUTLET PROTECTION
S (CLASS B RIPRAP�
EMERGENCY OUTLET
CONTROL STRUCTURE
SEE NCDOT STD. 840.04
(STR. N0. 0721)
INLET ELEV. = 5.0'
PROFILE VIEW
(TYPICAL SECTIOP!)
LOW PERMEABILITY
GEOTEXTILE &
5, SLOPE STABILIZATION
3:1 �� �
_ _� _50 YR. WATER
- �tEV'aT roT� = 5:6, — —
RISER OPENING
ELEVATION = 5.0'
BOTTOM OF BASIN J
ELEV. = 3.0'
BASIN BOTTOM LINED
WITH 4" MIN. CLEAN SAND
OR DENSE VEGETATION
STR. N0. 0721
TOP OF RISER
ELEV. = 6.0'
_TOP OF BERM
ELEV. = 6.0'
3:1
NATURAL GROUND
LOW PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION
EMERGENCY OUTLET
CONTROL STRUCTURE 15"RCP-IV
(STR. N0. 0721)
SEE NCDOT STD.840.04
NOTES EE NCDOT STD.876.02
1. DO NOT EXCAVATE WITHIN ONE FOOT OF SEASONAL HIGH WATER TABLE.
2. LIMIT EARTH BERM HEIGHT TO 3 FT.
3. AVOID COMPACTING BOTTOM OF BASIN.
���
LOW PERMEABILITY
GEOTEXTILE &
SLOPE STABILIZATION
EST. 220 SQ. YDS. TOTAL
EMERGENCY OUTLET STRUCTURE
TRASH RACK� 31" - 46"
�
�
24„
DROP INLET
(STRo NOo 0722)
SEE NCDOT STDe 840e18
TRASH RACK
�IN. 10"
OUT —�-
`''��,a ;,�- r-�3 � "= a �i � :.� �
� � ���`_-���j v' '
.��'...—
�z-� 'L+i fi9 ZU�IS
��d �� :,�3yj� � �k `�' �-i +''� rF` � `' _`"'J
j � �` `�' '" a A
FOR PLAN VIEW
PER�iIT �RAWIi�IC� SEE PERMIT SHEETS
SI-i E�`T 4� C7 F 2� 14 AN D 15
NOT TO SCALE

, P
P
PROJECf REfERENCE NO. , SMEET NO. ,
� , 8-4929 4 '
m / I RAY SHEEf NO.
U ' ROADWAY DESIGN HYDRAULICS
� 1 � p R x �� � �eti� -..` _ §i ��QO ENGINEER ENGINEER
' _" ' I o _-----'`" � `.� 8 tiq
� �' I� 4� � DETAIL A ��>> PRELIMIN RY PLAN5
, gI SfANDARO N' OFCH DO NOT usB PO Co[igiqpCryoN
� � � ' N'� HTfl HTfl lNo�ia Smle)
�y. } ` � HTR � HiN �
` � t
� ro��a � p n cro�
� ;.�.--�,� �-�-I�
'�' � � 3' � �— WS1wG ai� UOE 0.3j 8 C.Y. Mtn. �. I.0 H.
, ` ���
�SF BUS I I �_ __ FROM�-1'1-STq.17+22 TO 17+26 �R'�
t�ol � J { ' I I _-_.______'__ 10'CI i \
'y I � � � `� J_�'�-- _-________.._- � � � \'� _ _ _ .- -
% i 1. _lasj�._.,_�— _ �„ Y _ _ _ _ �.,�_RB� � � „` _ _ � -� *
�" �-" �� (�� PERMIi' DRAVVING
— � � � � , � m ..- EX61T6 0./t
� _�ea 1_ � _
� � '� �.�E� ;� „ . . .. .. .. . .. . .. . � . � � ,'- � S H EEl' S O F 21
�
�
�
N
x� �
��
'� �
� ; � �
-�., - , . , "� , ,�
��� �� �
, �, � ,
.. ,
�, � � � �` ,�✓
� z.
� , � � , -�.� � "� rl��: > ` � R _I
:;' � ,,: n . , � ; �. �� � �.. �,A .,`�►..*./�lj �1�.
., � ...� � .. �'� � -q� ��r.�.�..a3Frv- �\l/%/ _ �� � /
� � ,_ '�. ,!►' �� �.���,i.r,,Q�-!�i,.�j� ��
.�.�^�w��\ �:t ii�A= I� f' ��. .
RrJiy��sy ♦ ya v. � .�,
� —'�-- � �� �r���A�I�!, � V� r �'���.
. si• ri/.I�r f���T,"r � �� \��-
; � � ;�a �`��Is•';:,�I,r►I��`;I��� .,,,a, j� �
- ,� ��•;��,�� S��I� : �
4 - r.��,, � �I� �•�,,*,,�►,� I� �
- r=n ;. �= �t ���� � Y ,��,4����,(7" ��,,4�,�'� F •
� r �,Ie� _,�� ♦�� ����%,���I' `��+��
� � � :� •�'�`�r���'�'��► �
,.., .
�
, � . __
,..
_ .
� ..•: ; . ,• • 1 � , ���. `��
'.� -� c�, .►.� .. �� ��� � �.-.-�°!is°�i!��, ��: � �. _ �_,
w• � , ��,y� r ��' - � ��,����, % '�i' a�ai4'aS1V.1iYi�
. ' �S. �r_+ ...°.ti�_T� �� � � ��� �� � � � %/r+�`-�' �Q' il�
!� <f.c �i.� Cis�m.l'e�� J/ � ��, 1 � .i:, " _,.,�..._ � a : � - �r�
��� .7�i: �..�. � - b, � � � - ���
� . r. w! �� ��
Li._�....��e ,��=:�—t-'" \ `�� .0
� �, �.-�. .
. : ; - � � '
�—_� T` �.,� �\��—
. �+.�r�r�rr.�'�:��r��"i i _. ` �����
� — �_—�, _ �L __
. . .: . -
...
. .. : .— � � � .
_ .._ . e. .. .� .
�. . ���—�. �..� . �:
ry ��n �yi��,.,.� � ,i _ � .��:.� - -� �. �.�
�_,
, t
""'. —. _. c . ,!T��'�+. Ja. .:..�. �+ �. � ��}-�::i''it r� '�' '��`�,�' � � n *� �F.l
�' T � a � ar�c��+i��•�vra•r.s•s W,� �'� L� �_ M� � ��� � T'�A�yfa�y��=�• :.. .� `� � � \ �� �t:1���t i yt'� Y �
r (jy�'�
-�♦� � R�LL=tltlliS�l.l' . . .ir���: �i .� '�_ . �� ,-, ` e\,:�.���� .�� `�'1 � ��.� -i�' �, •
„"IT'.Y'�f" `1i"�Y/' T T " � � yI #` ��� $�
�� iF i�1►��, � _ � ,�` �1r� � � ' p
� , � � �, �_ � ��a.�1;�..`',�`� ►o�; , �;�
� • �I► �s. , ��: lo �, .�,•%,; ,�o
. c= , o,,. ; `���� �: �,�.,,�.., � � � �
� . -� � . ♦ .,.!'� n :,�,.�.,.
�. �� .�. �,��:� ..p,��:�� a_..
' � 11� 1 � ,,-.,� �;.,,,` ���,�.,��,,�����. `
� �. , �a1 ib+�tt.•p,�;�� � F��'��� � ���:!��!��' "�� `� �
_ n
1 �" ll _. ,\ \'.�� � � �, � �..�; � '�s`I.
��� t � �14 �, , �,� ♦
�-�.,*'�'��; ��Il � �+, . �,� �,, o�o►,
-t . � �!►� : y � �� �'�►s �► �
� � ��t �-� .j� � _ �i��-�►::.: ��
, , ,- 4 4 s� �,` ��---_..�:- ;�a� � -. ` �
� `"- � '�• � ���~�,%��� �� ,`, � 'y�• �
� � � �`;.�-�� ��''o � ���e
� � � ��1'�
. . :'. :' � . � ♦
.,•T: , . , �+
, �.
�. . � ;� � :- . ��
'�, ' ; ' .�, , .�., �. `
�//%. ' . •„ . .; � - � ` � ., � � �� a p�,;,��7}•�
�, x4 ��•�'
�i�/�. � . � � . �q, 1
� � � �'; � . � .� �: r . . , •
� �� � � , ,
� �� ' . .... . .
�/�. �. � . ... . . _

�
N
N
�
c
c
rn
v
c
0
U
�
m
t
A
a
E
n
v
s
P
Y
C
m
0
PROIEC( REFERENCE NO. SHEEf NO.
D ' �� � B-4929 4
� y` � RrW SHEEf NO.
ROADWAY DESIGN HYDRAULICS
�� � `��it�' Sp �j ��_ �--.""`� .�� BX" �+..` � � f� �'9Q 8 ENGINEER ENGINEER
J
-- ` = stiti ca . Q `.i �,9
i � t �`t;�i 1 %� �
� � � � `��� � J � DETAII A �>> PRELIMIN RY PLANS
1 • � 14} t � STANDARQ 'Y' DRtH Do NOT Vs6 Po CONsiRVcnox
�' I I � N N7R .�:>��e sm�el
aY 1 m4}1' HTR • HTfl HTit
t '�+�� 1 litk � _, t at�, i 1 �°e i
1 � ��
� , �'"q�c�7., ���+a `� _ _ �m , D ,,.
,{''�?� � � Sw 03%
� , ��� � ��ljlt 4ty�,� � FYStcSR/W D�E� dBC.Y. MIn.D= 1.Ofl
W m �' �5r BUS � (j�' ��1� , --____—__________,_ fROM -YI- STA 11r22 TO 71+26 (Rn - - ���
♦
� `` ' �k { t,,."..= -�".._- �a a � �
� S --- .� —..e-..----""—' � i � � _ - - - -
�Y I t � • � BSf �"_" - - - ' � -- x - - - '�c-ne� - - -
� � ..J . `�o � s l v �'^�'� �. � � ` x ic �i�� �A� /°��
�Y 1 n � m " !a � "`"�:�eiv ` -�`'�� ��oV�ti�� ��Y� ��67
� � � '� i� .. ��E� �;g ;�,` ;, . . . ` . � .. � ,' ,'- � SH EET 6 O F 21
� , \ ,- , � , i � �
�' j .�; ,•�--�--; ,, ' ' `' . � l � : � � �
'� � �' • �; ` ! t� I 1 ,, - - � } � � 1
�, ,�� �� ` � W 1�y � },-- � �"� �Y'�` '°G� �, ' � 4 ; �
_...,. � ��� � � � �'.... ...�'` `� �- , t t j\ 4 ! � , -` ~� / � y� �� � '
, ~' ,, t ' / t � - �' f t �l } 1�
--- �' �= � �, � b-QITtR-.. l� � ,, ; , � � �.
� \ \��"r'��' � SEE DETAIL A • `� \ � �,.`r � � - -'� EQUALI2FA fiPE f � � t r 1 �
� ♦ � � �. SED SWALE DITCH " � `� � ' \ , � " --° ---- - 1 ' �
1 '� � ` �' • � � � " �... � F i � !NV=2.60' �% 1 �
! 1 � '�T -L- � 1+26 RT � � ~i G ' s� I �� �"�� �� ' E
�y � ` � � 'i j DA=' �RES C- � , �` , F ` 7, `, I } t 1� �� 1. � ♦ �
� h,y z Q�o �� ( 5{4�`33j(.A)=7.3 ti / �'�- z--�t- � 1 s � � � i t �`� �ti
I � ( S� :F = ;7 �ACK=3:1 � ' � t - * ^' � g �
� 1 � k ` � � L Ci -TM3Q 0 FT. � i • � • ' . f � �, ,� � i � � i S 1 {� \' • } �; .,�,
� •. V f ,y, � � AV� ENGTH=43 FT. ascrt '� �� � F � t�' �, 1 � } / 11 `\
! � ,1 1 1 � _ � Y! � .7F -L?78�:6�EI';c ,ti .- a� ! `�\ � t 1 .. � � .... � r ^ - � ! 1 ''f � �� ,�
� � t �.' wNrrsnncroR � ` ` ! ' � ~ t' f ! � � � � � � ; �� � i ° �' � � ��
I � I � f / � , ,y � wnw� �otv r m� • � , � �
�' oF cuae ro e� � I . � s�' � r� * F F, �.. i Sti t1 ;1J; y /-�� �- i� RE
� 1�y IS MTl 8u5 ISF 8115 �� ��,' •;> F +� � ! �1
i i �E ! � \ 1 AAN. � �
'� • ,� l � ; l �TS `I I I A /', � r 1 � a F f � � � I i � 1 � 1`" � ' � '�-� ' '., .�t �� �
� �� I. � 1 \ --- ; ' �1 I ': � ' * , 1 1 �.. fI �'��� � , ii O
I, �,� �s� � 2 soNS, � a aie 1 . .. , t � o
l � �' � I .. � � � 1 , � � _ � ecn-�v esr � SY GEDTIXCILE * t � ti � � � f .�'� -- -' � X � �
�I nv
� L ; v � ; � � "" ` ! ` I a � ` �"" + 1I . � � ' or_�v 1 � E DETR A oiTch ,, , � .'.--_.. /! , r^�'_ � (I �s roo� � �� �'""".,-- p
` .^ " 1 j i! t '� $.r, '- � �. " I TIE 70 STING SWALE 1 /' ia( � HO�SE S N
- - - -� �- � �-- � -. t -- rr �I I�7 �„ w� � (� �, �r F � ,. _ _ l � �j t i . Ey l
- �,-�.�-`�� �!T ��� PU rP tt L � �G '� ��' �4 z � � � i� F � !J�~r `tfl �M �:� - �..� \ 1~ Fa-
y =� ��,_,- _.� � ..- ' E J l x-__ �„v _ � � rE "� " _' ' . .., 1 - y
� - - �.. _. _ � _, i ` �` ^ a � a�acv_ = i- ' ' � exsnxe � � "` ' .
- = _ _ , �,,,,- . _, • n, ti M1. � - - - - r �_ r,vmvc•_- - � — � 'F' -, y _ ._ �.. 2 iONS. .B .�• � � �. : � ``e' � . I � �� _`' _ , r I
_ -_ � V _� _.._ _M � ...__ _�._.-a-! ' _ _. �.� 4• �_=__._^_.��___.-___�..-_ ____ ._'� .. 4 � ` __ � � �5S&fN` � r a. G:-r.-- --- _ }
C _ �—�p'_•------------ —� -- �-'_""_'T � --�1—___� ,,_I --
_ �- ._ — — _.
— ---- --- --- ~ � ' _ � - - '- �. '- - - - xc nxr ao a ar zo .lcasr
-- :y � �'_� -----_^=------- `---'�^c � -- �
NC fMY 50 6 NC 2D .76BS1' T_ __ _ _. _ _ GB 1 • RC �C~ . • �°CI , � ..- � -- — "-_----l•..-•—�—^ �
_ _ e _ � _ � �t �_ � ' .�� ` ___—�__—___��� �
_ _ - --._ -- - \`J)^iSO1L. - ' --a _ _ _ I' .�� ' -.______�-- '' � `^ " �CP�V - ... '_ 4 ___�T______.� W
_ - - - .; - ^S�.TA -'- _ . _'...""^ - �...--.� =�' ~^w �tl� �- ,' ' — t � _ _ �.. . '2"` - - C`..R I r -�,� A6SI' � '�`'� _
- m � �='r = i , �' `j�
.� 5 _` / � ,_ -- � ,... _r. ..l�4 � F �
_. ._ ._ �... _ _ 1.-- '--- . _.
� � � � a r WETlANDS' . � � ~ � N
y� � � � l ' •• �r . �'?`
.. t -�.- � � . ^ ' •• . �, '��" \ CB 1 I �, • I ''�Y ' �1�~.-`.�' " / \" , YrN ,... O
� TUE�.T f.. .TUET—TtxE v oi7cH '� t .. ~ MT�E.� .'1�' , LHE R ♦ ` � � � � \ ,� � t 1 � �t , r T E � � .. � � * � . � �V� .... _. ...- H
4 f /� �DEraiLe \ , 1 � � � Y\ ,� i� i♦ "TUE "TUE� �.
/ +� � i 1 C R�P RAP �` .A ^ ". '' 2 5 P 8115 IS F BUS =
" 1 � i � 'Y / / e � � t,,, � 3 i �C8 ' f � EST 5 SY ! �� �.i
� ^� I j / EO'fIXiILE " g N� < NO G ING ` �
` �f�� } l � , � �' � �\ 5 ISF BUS �' f PAVEME R YAL ONLY L�- �..�
�' � � "'-'_Yu:`?�sv� f'f' \ \ 1 ' ? ; i � l• T, ' ' C}� S � ND � . /^ �
� t
� � 'Y 1 \. � ' �. � �l � � � __
\ / l' `.' ' ` ' 1 .M � � O --- � x 9c ,t ,("*s, ,
'4 � ; r � � _.�� ` ! �ro: �` � � ,r � I� i ' HTR ' ' I � . . . . t * { Y \ � \ �
'�' � � +� �. �'�' � : f 1 � HTP 1 ( i .. 4 B C �T G4�Y'E� ,, CLT RIP � . * . ' I .. \ �. ' -,
`� ( r f �(. i. 1 EST 7 SY r
�� \ � .. � �i � .. S -- e � ?� � � �
�y � \ � / �� . f� � 't � i _' � ' ic
� �� W � j �` --"- �� � ` 51 'tl� � �<� � �� ,
�� :
j -` ..
� l Y ` J � `r 1$' -N � � ` � ` � � 4 \ "`�vr' �
�' f . �. es_ - _ _ � � % . ✓ �- � 4' � ' '� \ � ' �
ti r r '�TR � : i •� .i :` s � • �' ' ' �- . . � � �
� ..HTR� �� N R I 5' ! FIL TtOR' W�7 1 .\�• �` F . "Y
J�, y„ .. { X T• t �� y • HT � t 4 t� \ �F�
� „� i � CIAL T �L D TC � a • � , n I � CNM • ' . . �
: I y ' i t ' \ � a �' ,�.�
DETAII B GRASSED 5 ALE DIT i 1 1 n � � � 1 W�EMNDs . / �,� � � � ' ': ,� ;� _=' ..
SPBCIAi lATERAL'V' DITCH � � � � � ' ) '' t X '� ..--�•"'"�� ' * � �� n �.
�no�io sa�.� 4t 4 l' y 1� j � F � I � �� s3 �y �"v5 �., �
-IrSTA13+00T0 73+7
DA=0.5 ACRES CmO. tt' � � ! ,o- . � J _ > , \ TEMPORARYWORKB IDGE
� � , � aia=c�a_�a.�s��2.4�(�=0• S, y � r , _ " --~"'_--- � � �C� � s�3 �.�'l��
�DENOTES FILI IN ��e 3 3' < SLOPE:fRONT=3: 8 C =3:1 �_� �� �,�~ �
F WEfLAND .7 � °� s�"' IONGiTUDINAL=0.30%' XTfl " �`i VI s� � f � F �
RE4UIRED LENGTH=50�. � \ . .J.,. - \ � \ . # ��
Mi�.ow �.o ei. ACTUAI LENGTH=51 PT. �� �ll' 1� '. t ` �
� DENOTES HANO ViQ=1.BFP5 D10=0.47FT. !1 �� ti .`_- j
Sl'A 73+00 RT TO STA 13+75 RT { r" CRAYEL F � ^� �` `�_.' �
CLEARING FROM -L7- ' 1 �� t �` � r O� f� � � o ci?:-' „ � , ?~•� � �'
DENOTES MECHANIZED _ _ ` r � �
'�'��'�' CLEARING -`}"" --�_' ' j��_ .----� �EE ENLARGE P� IT DRAV�ING
: � �:;`
�� �� , �` • , _� � 50' 0' 50'
� DEN INE WEIXTL�ANVDTION ^ ^ _ -. �' / /m , � Ir 1 1 '^ L--.I �' J ' �I' � 11{ ` ! � S H E ET 7 F � �, �
� � •

�
n
�
m
�
�
�
w
U
¢
¢
J
Z
W
n
m
S
2
E
4
U
S
�
N
— Q,
O
0
C
E
C
0
C
W
�
�
�
�
A �ry �"�O
�� �d J1 �� �� 1� w �� �
�� ?
O��
� � � DENOTCLEA ING NIZED
F DENOTES FILL IN
WETLAND
PROIECT REFERENCE NO. SMEET
B-4929
WW SHEEf NO.
'.OADWAV DESIGN MYDRAUIIC
ENGINEER ENGINEER
PRELIMIN RY PLANS
W NOT US¢ PO CONBTRVCRON
RS�
PERMIT DRAWlNG
SHEET 7 OF 21
. � �
::::: �

� - - - -- — - -- -. _. -- -- --- . _ . _. ._ _. , .._ _ -�.
, _ ._ __. . -
-- - . .
� _ ■������������ ����'- - -.������� __ ..� _`V�■
� n � � � � � i � - ,- - - "� � _ _.� n --- ,� - - , - � - � �� � � � � � n � � �.
� °�` ' ; 'x ; - . - .•x-.. _
■ ■ . ' _ r�' �'� 7' '9 � pD,' •5�V � 5 '[� 1
.� '� '� .R i �e ��' 4r i ri ''�., �
a °' «.i- '�'f�'�• '.� °",� ..s. + ,
■■ ■ . v �� ■ ��
� ■ ■ ��
nnninn��ni�ni ■ nn ■�■ ia�� n��� nn
�����■��u�■� ��iu ■����� ■���� ��� : .. r , �
��n � ■ ■ � y�■ ■ ■ � -� . : ,� �.
■■■■ � e �\ ■ ■ � '�� � :
,�,. ..� �� �.
� ■ � ■ �� �� ■��n 4 ■ � ■ �� �����.. y .
� : � �: �; .. i,: v ■ ■ �1� � � '
:�..F 'C �� . � i�� ■ v��
: l�1��.�:Onnn����N��R�� E , � n �n■ ■■ n■ ��n
� v��av��vOvvB�vv��v�� vv� � ■v vv :
����������inu�n ni����■�■ir� �����■��� ■ ■���n�
.�oa�o�■�■���rrH ���in�� ■ �v�� ■� ���u■�■�E
�n��n������a�na��������������� �� �� n�:
�����nn�����uiu�����■���a�■��� �� � ��.
■�■�������� . ��. �„ :�����n■ ����nir����R : � . : : .�. �ni■ �� ■ni��n�
�vvv�v � �illi�:vvv vv0�v� liinv�� ����v�
� ��n�n�������� �������:������ a�� ��������
w ����r�cvn��v����e a��a���� ���v�� ��� v�vn�
���«�n�� o����nni���n����n■ ��inn�� ■�������i■■
������o��� ���������n �� ���� ��������
�����n�n�� ��in��n����n ������� � ■ ■��������
������in�■ ���aiu������� � ■�� o �u■�■���■�
������in�����n���n���� ■���■ �� ■��nin■ n��a�n�
���■�ruva����������� � ��■u��■��■��� ����■��■
���� �a��nio :: .�,,.�: : ��.������nia■ n�in����r� :.- .�..� �■ �■� �.
��� ■�u■����■n `�.�u ■�v ■����t■�►�.ur ■t� ■� ■ ■�
:: ������nv��ni���in n ��� v ��nir�r� �� nnn� ■n�
.. -9 T7�""�d��v�i��i��l -�.. ;--� �����v�1� � ■ v��■ ��.
� �� �� � ��
: �: .... ��e�nnn�����nn�i n, nnn nn��� ■�� n
�����������������u��iu���� �������� ■�������
�: �����n�������n���� �n�n�n■■ir n�� ����
� �����a���n����� ■�■ ���� ■■ ���� ■■ . ��n�
�����n nniu� ■nn n nn�� �n � ����
: ������ n�iu�� ■�u���vn�n ■ n�� i■�■■ �� ��
�ninoHnn �n� ■ ���n n ��������� ���������■■i
. ������n��� �� ■ ■�■ �■ � ���� ■n����� :� . : � . �� . : �
���■ nnn����� n n � n��n�� : : .
� ■��■ ����iu��� ■���� ��� ■ � ■��u����������r

���������■� ������ �1�����■�����<n�
,►:�►.� �=�►:�:ov:�•_�:�r�:��.� �:�►:�:��:�:�.:�:.► �:o:.► i►:. ►:� ��vv:a:�:�:�,►��:� �:� �,:�►:�:�:�.�►:�:��:o:�►=r► �.:�►:r►
►_� � _�►-�:�_�.� �. � �:ov � _�►_�,� � � � �►_� o:�z�_� ►v � � ►:�_v_�►_� u_� �:�:� �:�►:� :�_�� �z� _� �:� � � � ►_�� �_�
������.�---������— —.���.�----�------

N
Z
Q
N
�
�
pECf 0.EFERENCE
8-4929
RAV SHEI
DWAY DESIGN
sur.�ucae
SHEEf NO.
5
HYDRAULICS
ENGINEER
[ PLANS
NSiRUC170N
�
m
v
0
r
a
E
a
v
T
L
C
N
_ Q.
_ � �. � � ;
1
� Y. !
1
,
n
n
i
T
I
N
I
�
-i
D
w
o�
+
O
O
s e q a:..'� .
:� '�: _� "�r. �
, �o��
� � ��� � ,1 6€ �" `� ,^ r`� `,'�-`, � F� �� _ �. --�^. r�
L'�' `t4-� _ 75�� n' .=_ G- t�_ .a,�

, a
Z
O
�
�
�
�
N
s�
�
' ' 'J % ...�-�---"
l� �
�� �Y� � irf r i:
�/
}t i �f ��� !
a t� � � S j r '� / ' r
. lilJ 'd. . /f
� % ' l � ..I •
. � ^. ... � � i
✓ ,`� '�r i ./�
��. � f ✓ r
! �i . i
T ;1 �
� %f� I�y ~ "�
_ .� '` y,aoo
; , �—
�" d r , , ~
� �„ �.:----�"".�
' /� ..
' ' i1� ./.
f �
r �t 1yi � , f
� r
������
-. �-.�,,e-�_ a,•
P0.0JECf REFERENCE NO , SHEEf
B-4929 5
PAY SHEEf NO.
OADWAY DESIGN MYDRAUIIC
ENGINEER ENGINEER
; �,,� NAD 8
`4 ,,,, � t NA 2011
i � ��� "
� � � �` � PRELIMIN RY PLANS
�� � � ti � a
�' u"\ DO NOT U56 CONSTµVCflON
� t� _�
1 )'�i S ,,,'�
_. 1! i � it
rrr`� � �
�C� l � ^� t l
� , ` , ���
\
t .� � 1 l, ¢ ,
�t lS, ` ' t `_
�� �� ` ' PERMII' DR�4VVING
r� � ��� �, � `� `� SFIEEI' 11 �}F 21
� a �
1 t } �a�� ����
\ \ •. � a ➢
^� 1 '�. i 1} 1 50 0' 50'
\
�t-r ' f �4 � �.`, i`,\ 4�t= ���i
' 1 i � ' t } � � �� , \
� � f 1 ` s ,,. � � � � t � t eA� , �
,. , ' ' � Q,� 9G t ti , t 1 1` ' i,
r " , __ ,.- ! � S O � -. t � ' $ �.
"" � 1 -,. 1 1 1 � ( ti ti� �� 1 �� s
� ' ~ � �.., a' .- �' "" r - - -- 1 } � . _. � � 1 � ,� ( � , t ` �' � � t �' i �. `\
� ,..'' ��.�1 � 1 /( i l �� \ ' \ t e \� � � �',l t � � 1 S .,r ,� �
t � � � t l i v!l' / + t , //"��,x -c - - - - � t \ ,
o s � !<4 .� -3 t ^ � I � ' � ! '� � .�--... ; ` � � � � t � � �`� �
o -- ,� .�t-; , - -, �� � - =v,� = � � �
NCH DECK �RA1NS ON 12' GENTERS � � � } � � � � � \�4 �'� � , ? � , , '� }
� TA 23t63 LT TO STA 24+63 LT " �� < t; }�. \ � t S a� �
M y 1 �� � ' $� i + !� 1 \ i .'� �'�l r } '� F •- - -'<` " ��� l 1 � S 1 t , � F � � {
i ! ! a /. / ! r :' ti ��1 ••. / ` � t } ,"`
(V �' �' � 4INCH DECK DRAINS 9N 12' CEMERS �� � � ' � �
't ; J' y 1 t f \� \ . �� 4 1 1
\ SiA 25+05 LT TO SiA'26+25 LT +. ' — ti �- 1 \ �
Q � � �(1 ` .r P " , � /1 ! \? � . I I 1 ' � �` ! � 1 � \ y�f� } 1 ( F � � L l Fp
N
� � ( � � � ��r , 1 '! 1 L Y- _ * � � � � � a } t ( } � � �
l M1rf j t � \ ' �
N � � ` /---� r f 4 Y '-
� � / n�' I � i �� j l� �� ! � � 1`S ! 1 t 3 1 ti 1� �
� � � � J � 4 L � 1�... � t` �a 1 ( ;N 3 � x 1 � �j� �� i � 1 � � � � } � i �
I � � ` ; � . 5 �, � � r, � � �, �� l �� '� SL � } i l �E ` ` � l} } ` _
;; , � • , � "' �`` ' ; ,, ` 1 1 ; k —�
! -• t � _f � ( � � ;
`r ` � ` ' ` � ' � nd s � �i,� ; ` � �` . t� t;` \' ' , ` � ' ` ' ' , o
w" a ' ,� ` ` ```�� �., " ` ri ' i � � t �'
_ . � ,� ' 'y Y 1 �� .ti` <,.\ � ' � 1 ��� i Y �f ` \ \ ` � 1 � V1
N T • � . � � l t � � a � � 1 S \ ti�� � i t =
, . � ,� • � , r r, ;', ':-, ' � . � � � � r i t r � � S t. Rrn1
0 . ' . . . ' , • ' . i � � � ,..- � —' /1 l' . � . ` : ' i 't l ' ��
( st
� • ' . . . �1. ``, ' . . . •.^'J.'��• ,( .t � /, l t ^~ . �i � i � � ,� �_ "'v \1� 1 � 1 tZ, •� Q�
E�E J �'. .x � � a.� / �...- t r r.i : t~ •'n.�. ' 1 1�i� �
_ ,� E E • . . . � . � . � • , � � . i r • - �;y.. ; � . �. ,� �
� �� E . . 1,;, �a' . . � . - .� . � r r � ..b %' i . . g �'i" . i 4 � �.,., ' � S• � . . ' • � . . s 1 t �
�. «� � E��£��E , � • . . �.t fr�° � � %'ii.• .. .: r �-- �~ , `I i 1�t.� r •� +1. �' 1,t.�r
�^ � i~ �..�- ; -�1E" � �'`'-' , ��:5.:�� 'x`,, '� i��� . . ' : � ` ,1 1' ; s, � • I
. . _ • � � f � r / l/ .• f . � � ' . .� �. N
,p d-INCH DECK � NS ON 12' CENTERS •� � f� / �$r ,� „� E ti� �, 'r�+ I+ a �
�
�
I TEMPORARYWORKBRIDGE �F �' ;..-,� 0 ��-Z�• �., � _ ,..
� � r � a� ,� ! �� �� �t`,�\Ll ,� t E—E � E � '`\ D
� l�, :- : i '�i��`� � � "'� � t� w
I 1���;, �f � �ll .; ti } ; c 1 _ \ � 1 O�
i {�. ✓r / \ ( �� � ' �
� / � 'hc,j �,. ! t / 1 i'
. i � � : f r ' O
� � � � , O
/ �
i
�
� � � �
� � �
�. �� � �
cMu ia � � /
WEMNDS
� ' �
� � ,�' S ITE 4 `�,
� Y �� (EXTERlTS OF PROPOSED BRIDGE) ���
,
�. � ,
� ,
� ,
� �� ,
, , .. .__ � ���-��
� � / \ �t� �,� �.�� r,» y,•`F, � �.�-=v ��
d \ '« '..:,._, ..:'" i&y7 :, �.
� f
� / �
� � � �� F�R � � ZG16
� , / , �
�, x r �/ � � . _ - ., ,
i 1_- ,: ",,.
� _ c_,; , � � -' ,- ��i � _ �,.� � a

N
Z
0
�
�
�
�
N
STp,19 �'25
�CW'
Mp,TCH S� SHEET a
'
' �
'
1
�
'
�
'
'
'
,
'
'
,
'
�
` t
1
o� '
X I
�� '
�� I
� �
��
� /
h
�
y� • 25 . -
�� ' .
�� . .
� F I . '
� F .. '" ' ' • •
_ � E � . . . .. �. • �� : . ... .
_E_ .
! E � '
/ � E�—
TEMPORARY WORK BRIDGE
PROlECT REFERENCE NO. SHEEf NO.
B-4929 6
t4W SHEEf NO.
/I�. ROADWAY DESIGN HYORAULICS
� � ; � wO ENGINEER ENGINEER
�, , � � e
c � y �
� \ � ?
m� � O�
� � PRELIMIN RY PLANS
� � co xor vse ro rnNsrnornotr
� f t
\ \
� �
� �� \
� � 2
� � ` ���
� �� `� � �/
i-- \� —
� � � ', �� PER�IT DRAWlNG
¢' � * � SHEEi 12 �F 21
, __
,.-- --�, ,
,� � � �
� � � � � �
� � � � �` � � Q 50' 0' 50'
� � �t
1` � � 1
\ `eL�, �°'�►' / �
� 5
� � � � �
�� t� � � � �
♦ \3 I
o� �
♦ 1 �� � t�� ' � �
♦ i * * t � �
� � ti
� � �
♦� �� J•O
� � � ��
�
*� �-� � � * � �'ti
. t � �
� '� F
� '' �`
� '
� -��" �
� ¢ � � � � � .
` `� * * * � � �
� � - * � ��
..-
�
s�
* * � � � � � • �
* � * � � - s
�� o
�05 , • .� °o
� � � � . .
* � � � . . �
� . ' �
� � .�
� .. /
� � � * * f * � � �. + ± � /"i �. / . '. ' _e \
�
1
1 S I1"E 4
/ (EXTENTS OF PROPOSED BRIDGE)
1
I
. � �/ � �J �
. . , V� /
. - � . . � r� ���) �
� . f. . . - . ��� l
� . . . � . .. . �. . E.� � � �
. �. . . , . .. . � : . � ���/. � . -_ . t
.. .. ' . . . . _ • _—E
E E�` �'—E��E �c � t
� � t
* � $ � �
* � � �
W��ANDS
�it" � F„�`.r'�.,�?��.'a F''� gr� `is-`pd,
jl
� � f t � t i � p � =;� `ti a+�,:. :L.�i %��� � �i� � ' : { �
� Y
F�� � � 201�
¢ � Y � � � '� � � � * � � �-�, �>`_ c., - = a �,, �;. a�d
_.� , „=�; � � -
.�. �-._r ����: �r�� .,�.�L .
FOR -l2- PROFILE, SEE SHEET Il

N
Z
�
K
�
�
\
N
STA• 19 +25
8 —��.w� , t
0 5�.{EET . , , � .
�
T T �` - � ' ` '' - - ; j
�GH , � ,,, r �;� ; ; ; �
� S � s r , r� ty
, � { r / .x� � � { � " a � , 5 � 7 i ; I ,..
, i f '" .- t, � � •' ' .. } 1 I
�`i � .", t .'1 � y•� . i ; j �
S � � q � / �§ � _ / SG�� t ' � � ! 't
Y
i' 4� i 1` r_, �,f tj+', � � � l, � i(� t
1 l � f
� f f ' J . � 1 � t 4; 1
.
t =j
i�y 4 ,1�� �` smi�r s` �� �4 � iit�
1 �5 n, t � � g{�
l y��f j%1,' � � ��� � t 1�
f l tir �.; � �/ 1 I 1 � � � i
, y ; � �'_, r � 1 � t ;~};yi!} '
� } � S ' 1 � t 1 �" � ,itl lk }
i ✓
� � ; � 2 ; , � ; t i
r � r 1 7 ; 4 3 � t t
� t !4 �-� ; �- t ' S • } 1 �tl i S. �,,t
f � � � ; � � �
S tv~�'` � yii`' , � � y4�44 1
�1 , f�l � y i y �t�yi
fx ! y f $ f {� � \
� r�j� ' i� I l���\
! �,r�i ::,�( . "'! y � { •; } i � I l
V
`�ir.�( r� ti 4�i,t�4 t
�^ �
! _,`i�� '� t j � t �/
� ti1
` '',-t g , i � �\�4 I
� - ... l . \\}i t
+�,���•�+� >(� � ti 1 �k,;ifn
1 � � r �}�,��
� :l^ni"s,ei i � , � ' { yi�il�
„f � �A i � �f t;�17 �I
;�i -1 y Ta 3 � J 1 � t 1�;.! � 1
..; i �t �' � � \� � �t J ��r3��r �
. �,, _ s �� � � �-�;�+i
� , / t ,. I ' � e' t ( f ��t � { ' ,+ "� ~
1 ,� � "9:� \ ' �t�/1�j'tf . '"
f .�1 � v � � t/ S li' c s"
0 ,� � � r � �1� V r
p S / ` �`� � ; f � t lFltt� €
X .z� { � ; � � � t E 1 } t�ii� ; � �
�b � i �� r" -�!fr � � +�p " j t t(it(„ j �t t
y � � t'" \ �j 1 � i�lt��� i t I
� . l � s j K�t � '� ~ � .i,.i '�' 1 J 1!;{(f`� i + 7 ,
, � ��! r��rt �' � 5 it�lil � t i t 1
� t ii�3{ i L? f y��}`��� �i t
t,
�-,� 7 1 y�,..�;a j�f [ ! 1 III�iS��! � I
ti�! �.. �+ s,�� �,_�l �� F�rii'�f�� r t
� t t!i �1 f
� r 7
� „ �, l .. _ s �t�t �,f�i � t 1 � � t 1� + <� �• � ~ �,l
� w �,1 2 �t J'� i � ,(�i�11 � f t � J � � �y
<C/ . i % } f ' ' � i , ' 7 I j � 1'fl "1 � .. (
y � � `ti & / ! 251�/{ %j 1 � 1� • t + ,
�i i ' ' �' . �~ ` r,ritti� 5 ' � � �' + � `
�� .'•�. �. �. � i `�' � � ; ' �'; 'R
• r ' �, ' Y ! `t' � , ' � � t I � I� � � i
Z• , .t / t j 4 � 1 � �. ' )�.' `{ � r � � � ) � I _ ?
' � � , . ^� - �-� .,. 3
I`� 1�1 ' c"��'` .-~�Ve �'t �
�i l�' -� }� �' � 5:n � � . � r y=� ri � !
,4 , t t r 1,�` �„ "� r•r r r�t ��, i j' � �~
S t I e � l 7 � �� 1.� F•E �, ` ^ •
1 f ' ' ♦ • t > .J . 5 ! r •
t � � / i t i� Q��� �rr '�" .i .4 • � 1 /•�Y t � � ' • ' , � ''
(1 � f � .r� Zt 1 .-,'��t • .'i ."1•y. t 3 k ' • t • . . . t(! t. t
/, � i ( 5 ( � f ,�-•;. s . 3 . � ��' ` � { i. i• . . t ' .' . . . . r S r: / t '. .
�� � J � j ! / Sd.3 ��� �1 t o : 1 + � � � � � ' ' . 1" , • . . •1 �. • ,. � t . .
�! 1 Y1 �i t ;�'�t! 5i� n r s � 1 t; t%?+ � E—� � .. . �.t ! , t..
'.Yn� .. �t I � � I t � { �E ` � t•
7 f t r r �� ; w ,�'} .x,r t T �, � / 1 ' ) �t t .E � � ..
! j� / 7 1 � ^' �' � �� 7 � I � t(+ r � tii TEMPORARYWO� BRIOGE / � � E,f r�i
� 4 t �` ; � �� t � tt p 'r� � i / f , ; � + t , ' i � .., �- �,
I l -^ 1 r --' t'� 1 � 1 � I Mr ��H�
� r � � t � y';.. ^.. t �J.� ! . � ! 1 � ( � ; b ! I t �{ ` \ j ^•
7t +�' �f rJ _,,✓! Fi' J!1I` �fy 1 l9� 1 i �
+ 4 t? t j / i— S, ,— � i (} t : t S( E \ i t t V :� �t
! i,iJ� j�'� r�i�t��r-�r ._j,� i�' • t` !IfJf�J1�1� J! � � . t� 1_.,'�` � j; !
`' �/ i'.. �� �..� ",; i I!. �.' �+ 1 r � � r\ If
l�r ` r t ' .-� J ; ": �l`(�XTE,IVTS�,OE �PROPOSED BRIDGE) � ;;t �
t; {o r� � tr", ti �, �'" t; � t r �� J �
.�t f,� f,,,, F ,_,�r�1 t l trf> > ` ;
./ �+ } `b�y rtiC` � �lrl � r� ) r �/
; � t r " ; ��._. f ��, " } , !
I p � y��. ,� t��\ �. 1 t. } J( 1` t� ,
f 4 t` c 1.r �.,,`" ��„ �s'• ,f � ` � �' / � Jf ) Y
. . i; . .-..r 'r � , � , i ,
;
� � � �
/ � �
6 �
� \
�
�
�
\ � t
� \
♦ �
♦ �
�� a
� � \
`�m � �
1 �
�— �
� �
t �
af \
, _r �
.�`\ � \
� � t :�
� j \
� �
i � f
\ / �
♦ ��\ �f' �s�" � �
1
l
` _ rj t
♦
� r
RB\ �
♦ I
¢� I
♦
I �
�\ � �
� Q 1
�
� 'II
� �
� �� �� �
.
� ��
� ��
4e� � i
�s,e
�
� * � `� �
. � �
`� ,
+^�+ . < \ ' � .... i . .
. • � �
E* � E—�E �
t �
crn�n
WETlANDS
� �
� � � ..+...� �
�
� f
* � * � �
� � � t .��Rt�!`./!%:�t.�!
PROIECf REFERENCE NO. SHEEf
8-4929 6
0.hV SHEEf NO.
OADWAY DESIGN HYDRAU4C
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NOT V96 PO CONSIRUCRON
���
PER�I�' DRAWENG
SHEET i3 �F 21
Q 50' 0' S0'
�i
� � �
�.�,� d .
t i �
�
� � f
��i
�' �.r �
� �
t �
'� ti
�� ��
� � � `!'�•F
� :. ��
� x � ��
/ � \
r - � . �a J'J,
t , • '�
_,
� � .. � 1 so
. _ � r,� DO
r ~ � ..�
�/ ' . � � 1' y 1 "` -....
.� "``,i . � 1°f �i ` ` `�� � rt
1. ! }
� ? "� 1 1 il ��
.s�:v ���- ;� y �
y`t�\� r, `
1 - ` �
7 / ` / �;• / r�.. / ` 1 � i t
ri �i}•4i �� ``l..--j � rt p�\ 1 ! C� �J
• `-�-: � ' + ! t ' t� / . C l (
� ' ' ' �'� ' ` � '" � t �r�^.��� i
. . ' �� � � /� • � / � t� ' ,. I � :l\, �4 �
. , �:
• ' � ; l ��, /'/,� 1� t' p �; „�
. 11 � r%^'^' ��` /� l f J
'E. � tti j/ � ��' 1 �� � �
� � i1(.,�«I -' \ 4 `~ � " � F _ _ � t
,. "' ?� � ,� � _ _ _ t > <
r � .e ✓1 � �4tp f r "' ,.. �i � ( � ..,\ ~ ~ \
r � _ � I 1
yT t � \� - .._- 1t _ ..... _
t s� t�r� r�r�r'�P �. law.- ":...d
l� -�t t t-� � � r r i-=
tl{l 1�..� ; �
� t
. `t'•' ��?tlf � t iL
/ J� \� � \
t ;� f �. !"< � � �
� � \
�Y �' f
f �i � t� `i 1 � `�
f��r " . -Y� '�= � Px ";` � � '� �1 ,7 1
s :rf �ti t•. 1 �'--� - ��..-,�' 1,y,., �i •� .�_
_ �- , � f EjY �, .�
� �` . ;,,Y` r �, rf � � �
._ � , �FB � �� 20�i�
z�'�
hx
t
� � � � �' �` � �"�rra�`��,"�.. .,...��y��. .- ��—�-7tl
`,�� '- s -
FOR -t2- PROFILE, SEE SHEET H
0

� �
, � �
a�
� PROJER REFERENCE NO. SHEEf NO.
• " : DETAIL C �e ��p A y��n,% pe+�, �+� \ „ 8-4929 7
m SiAND snwonw v ca.us¢o svue ��i0! ���� � V t� ��`V'
Z
O
�
�
�
\
N
ARD 'W DRCN �Ne,ro smm) �'�' �, PAY SHEET NO,
INvros.nio7 ROADWAYDESIGN HYDRAULICS
� aV , u" S H E ET 14 � F 21 Z OO �/ // / ENGINEER ENGINEER
NeY.v Y • O
�u y,� O ,\ Groun MIn.O� OS R � X J! d' � � /
$= 034i Z LO C.0 rtWWµStiOp;50flW[Eei O�l�t N:� /AS v
QOE= Y 3 C.Y. Mdn. D= 1.0 Pr. 1[NSM� PNs MwY et ntE�t9,u.vRtavto er � S /l
�^ � , �a�� /��'
PG
FROM -L2- STA, 55+92 TO ss+o9 izn DDE =-j23 S�T,A 56+25 TO sra sa+n �n Z y�� '` / � a�,y�;/ f/ �,'� '�' pRELIMIN RY PLANS
FttOM -L2- 5TA 57 I•12 (Ln TO SfA 56 1•78 (Itl�
DDE = 2.7 CY 9 � / °�N/�` Po/ � oo NOT U38 Po mNs[RVrnoN
� �1 /�,� sc�� �' �``'', , �O
C .Tn � / � } y � �S
T'A� � , / \ F
S ITE 6 ��q ���b� � Fry� � �,� � � � �s
�� � - , ,, � : .� 1���1
� \� ' ---�� tl� / � B10 va'MH \ � �
(SEE ENLARGEAl1ERlT 2, THIS SHEEI� � � �� �° ���,, � V� _�� j/�"���„ ��� �. �� / yp�
� � .� . �\� �c.� ,�\ � s,, ; �SS o g � � �/`
\ ./... � � � /
� � � � .. � . � / � ��•'�', a� re oi `sy, / yyd�� � �'�.�q�� � � /� /,�'
.� � /
� ��;�` , �.• m .A oi �\\ � \ , � � � f -
j ` � �:,� o / � \ � / �; �
1R / ye \\\`\ EST 2 TONS CL 6 NP RAP y� � _ ,'�} f \ � `� ^' „� //
� I � � � \ E4i 7 SY GE07EX�LE �� � \ � I�+�� / � ? �
L �
� STA 54�ALE �\� ��O e, yy, �.y� , S.� .
(EXTENT F P POSED �IDGE) \ -STA55� R56+ ar ,�,os 75" IV�B B # .,' S�� �� � ����,� _ �/ �s .-'�9,-'r
DA= 0.0 ES C= 0 y, � H �. � '
io- v.=�o.satvs�( ozs c i c / :�.-'
uNcn DECK DRAINS ON 72'CENTERS ,� OPE:FRONT=3�S.�CK=3:7 � *�'� � \ � 0, �
STA 49 f 93 LT TO 5fA. 51+25 LT � �� �
� lONGITUDINiS�� 30°ju � EhiERGENCY OURET / � � ��. r .q� � � ^ • �'
RE iRED LENGTH�]�FT, coN'rRo�srRucru2e,� � � .�oaa� �'^-� .
/ A NGTH=10� � BASIN�2�N � a,$,oe, �� � � , �i ,(" \\
V1fl=p 72 S Dt0=0.3 � ��. �,r '� � \ 9�
� Q2�-`0.21 Y2=0.67 FP ESi5�NGEO�7Ez�7E� / � � � •np� 4 �.:\'g` � � ��,s //� � 'Y
� �.,�:
d-INCH �\E��j D/RAINS ON i2' CENTERS � , 2 �'b tiDte� \� ~^R+��'Q �
Q STA 57+45 LT�O STA 52+65 I�T `� 15"�p� � � t Cm,. \ �� e 'Q� �\
+ � �F ��\ i �` 4�i°t i nA / ` �
o � "� �\`�` � � � D .; 9 C �T �'c. / `�^ . �\ ��\
� H �ECK �RAINS ON 72' CENTEiiS � ! � �"'��TCy p� �"� �` `� �S
a 2+87 LT TO STA54i Q7 LT �F , �B � 4 �ij� ` �� Op OQl' •,y,. '"
F- , , � p o : �'' v /� \ �e � �Y.
h � � 1 °RCP-N ��` � � . �&� 6,p, \ �
4
(�� STANDARO V GRASS'ca 5�yq LE �� GI / '� � � F�3 �iy`��F' r
�J SEE DEfATL D GI \ ,�O �
� . _"" / �� •�•'� \\ �iy
'Sg`r ����
�O ' / O � �' e4S' � � \
W ' � 1� , � /� � `� CB - � / j i�/ �
W '. ' � ' \
N. . . ' . .R ' .' ' - . . '. . .'. . . �R ' � °i 4'\ ���'��° / �/ \ �� i
1 � \ f '':
- ' sl .
� . • ., ' • � � • • y. . . �. ... . ' . _ -.f - .�` ,�g \ �t� � .-. `.. � � /
E E E' E E � . . E � E • . � , r, ,' � � \ � /� e al` � f` r'��, " � �� J�
= MPORAFtY WORK BRIDGE d-INCH DECK DR41N5 ON 12' CEhTERS �,` / / I
U / STA 52+87 R� TO SiA S.Li07 RT g � / ` t \ � j�� / /� � S." ` /�
h 4-INCH �KK �RA!y� ON, CEMEftS � T10N_, � � / �C OUT � �' i � ��
5tA 52+17 R7 TO.h7h 5 AT �'3 � r�` EX NG PIPE / / -
� / STANDARD V GRASSE� SWALE 2cENcv ouner �'. '
SfE DETAIL D � <� oc�rko� sruucru� f� J`'" � '' `` � � � ••
GRADE SWAtES TO I i
\ -L2- STA 5�+25 TO 56t72 � TOP OF OiTO BE FI L \ \ Sf 1 TONS SA j /% e \ ,- % `/�
WERANDS `7ER�FIED TO 6iNIN SW \ e R�p � A � � � `��' _r'
,� DA= 0.09 ACRES C=0.50 a�.i SY ,p .r'� p �
Q10=CW=�0.5}19.2}(0.09j=0.A7 CFS esi 2 ioNs tt�.x�r � � � �� �/� (r� � � � / � �•��''
SLOPE:PRONY=3:1 BACK=3:1 ,� �' � 5Y GEOTFxa7te �
� LONGITUDINAL=0.3095 � srnNontw v � �$ � /, � '� ,, � �'
REQUIRE� LENCiFH=70 F7. SEE � : � r \ � � � B' / � O � +�� , \ , ` • '; �•.
� � ACTUALLENGTH=50 FT. � l,; '.\ � � ,� C I � •' �; �`,'�� l,:;� �a
'� Y10=0.74 FPS D10=0.42 F1'. �` ' f a'� , �� ` �y
a � Q2=0.32 CFS V2=Q.74 FPS� ,µ � .mli i ti ^�y. �\�� � ,g � � � ' Q ey;� �•� 5p ~/ � / , �'� � e � �">� � �
/ � ,(� " �
i�l �� • � � ��F' ��"�e��.� � � j �-T-� s'S:. �'" a , e� �._,., .'..�
a ,p � � � �A p .� k" -; �"cs 'r'_
� � � � � I � � � ��y c�Fn ur� �'�q�'' � . �� � � ����."� � ��`'`•j� �,f� -=� � `
,r � / � E%147iN E @ /� �
� � \ � � !! � tii ,6, , . �V / ,'•
N � , � p,, - 5-- ; e � �� a � � % y,,," ; �E� �
� � 201�
P (SEE� ENLARGEMENT 3, THIS SH '�� ti �' � Q°" � f��
� �� � STAN�ARD "V" DIT ,�`' ,�y s'' s - A�
rn / � �
� � SEE DETAii C o � j
z GRASSE6 SWAl.E D y / �' � , ^,,� ` � "� , ��_ - : r"j � ��
; ENLARGEMENT 2 ENLARGEMENT 3 . ,. _ �� ,�� � �;. y 4 �' � / a �,�;���-° *� ��. °`��
� ' u � ay;
o l2- STA. 55+42 TO . 1�` "� ` L
� DA O.d4 AC C= � j� � �� �'�" �'',k , �, f
a Q7o= IA= 0.9 6.5 4-2.6 S�'� . �
� \ �' S� EFR�{rvr�� -t ��K=s: � /� � ��'' � � � � s�, .�,` � , s'' •.� � � DEC�LEARINHGND
E � _ ONG! DINA � 30°' / �s , .E¢
REQ LENGTM=70 � . ^% � �'
� r� -
�/ ACT LEN =20 . � � < / � �ENOTES MECHANIZED
o (`` =Q. P5�10= OFT. . � / / c \ \\� / /� s� CLEARING
W� � 2=2.3 V2 .7FPS �, \ \ ` f . �
� C .
A� i Q,�
F / �' V � ^ / � `q' � \'�. \ % � � DEN NE WEfIANDT10N
� � / � i \ � �,( �t� �
W S I i ` ' •,, � � d' �a � \ \ "' �," � �'
a � g \ .�, � � � y �, � �' �
o � CB � � � , j/ �j �/ S�, \ \� �.`l�� �,� /� .
� �"� '$. // / � ` \ �.�
» / J / �' ,, ' / / Q'¢a� �' � �
�� �` /� � � �� 0y � � 50' 0' 50'
, A.
/
��

Z
O
�
s
m
a
:
>
�
w
N
1-
E
�
�„
a
U
+J \\t
Si,4N0AR0 'W DITCH Si.WOApO V GRASSED SYfhi2 � .,\`�t-� ��' �'
DETAII C � PERMOT �RA��NC� ' ,,9"i�
I Na �o s�olel 1 w� ro salaj
��� ,�- . ��� o�� o ��n< S H EET 15 �F 21 y o° ,` '�'� j/
PROJECT REFERENCE NO. SHEEf NO.
8-4929 7 •
WW SHEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEE0. ENGINEER
.� p 3 Wn D. 0.5 F. v � � p� //� ...
O:p�
5e o3�, �� � ���s� � o.�:,��e � �`1 SA� � - � '"jr�/ ,�
DOEm 23 CY. N.�n.Dm 10 F. EHciH�� CP ,
FROM -L2- STA. 55 i 92 TO 56 I 05 (RT) FROM -L2- STA 56 t25 70 STA. 56+72 (RT, �� / ! � � �•' PRELIMIN RY PLANS
DDE - 1.3 CY Z (.� s / b a2,y�/ //� `,� �'
FftOM -t2- STA 57+12 jin TO SiA. 56 ��7d (Rlj N `�� / �/ %�� A'�/ �..� / po No7 U36 vo coNsirtuc�7oN
ODE = 2.7 CY � /
O / �// ya% / r $. ! /0
C �� ,
�'`Q \��b`�p, - l� � /�� �i' } i ! �� JSF�'
S ITE 6 '� � `�
�� � - . � � � �, RS�
. �
y \ ♦ ` am. p�To \ � . � ,.
' / �
/SEE ENLARGEMENT 2 THIS SHEET � ��, ,�° �\ , ..�� � � � ;r��H �� ,. � `� �' Yy�.
l i � x� ' 1 ' �"'` \ /d
\_,
`r ' �, ; o � �
� ,� .`�I jon� � � � �s � �
� \ � / � `� \ ',... � � �� f,��� , `�,�5, re oi `9� ya�' r �r�\ � � /,�,.
/ //I/ y x h ' ! '`<l
/ � /
f� 1 /� ' �`�` ..� � ' T DI � � t � / i ',�' � \ �' �/ / ' �
J ��..� � .
! � ' ' •'/ \ \ \ / /
� � , _ r-. .�� , � �. N
\` � r �� � \ 5 D `, . � ' � j /� {
t q■�p / ,� �\�\ EST 2 TONS CL B RfP kAP � \ ��� �
J t � I � � � \ EST 7 SY GEOT' LE � � � � � y ,, i ! `� \
`� -� ` r �� � � o ��a� � � ? � �� �,
� � sT s�+,ue � � r • s � .aa t,� r � , / s.� ; .
�� f �`'�XTENT � _F P POSED IDGE \ -5TA55� D56+ RT w�os � ,$• rv,� a `` ,,' F� �1 � ��°�� r • � ` j �S '���,.� f
T
i �: .., , DA= 0 6 ES C= 0 ,p, 1 1 ty. 4 �� �' .� J ✓
, + 10 U1-(0.51[9.2 �0�.2'8 C c . ♦ � � �' ",.� i . ^- _. �' t
4-INCH DECK DRAINS ON 12' CEMERS OPE:YRON�� Bk1(.K=3;1 / / �� \ � �
� LONGITUDlNi��Q 3096 CONittOl s7RUGiURe '� r f t�+ �` \� �a „ � � � � r�� `, , ,^
� STA44i-93 LTTO STA57+25 LT / � FASERGENCY 011ILEf ' � pw� \ '
� / R£ IRED LENGTH�D�FT. `� /i / ' �: `6'��?\ .� / � ,`���'a� ��', `�
/ A ENGTH=70b .F INFIL'IitAT10N � �, ,.. ` � ?�o�, �s. � ~ � � ' ,(�
� VIO � 72 S D70=Q.3 easiN 1 i- �� �s � s" ��y �� ! � �� 'p� l
EST ONS CL B RIP RAP / � ,n .J.\'� � � / � f� 7 •- � Q
� Q2-0.21 V2=0.67 FP �7 5 GEOToci1LE ' ' � � �, `4 � ..� � �6r� + f �. �' � � �, •'•
Q 4-INCH Df RAINS ON t2' CEM�ERS a � ! , i i p �< `�o��� i � O \ 1 (�.
� 'i° STA.57+d5 L STA 52+85 � \ ` �`\ 75"�C � �'� Cq� �S • � � \ 1 �� �C� ^� � \�
` yc � � � � �� ° ? \ '4et �i � ., O� n � „ � �\
�' M 1� ♦ \ � � q, i ,5�4- i ~. �
O ,vF"...,` li�4, .f�� � \ �� � !r \ ���� 11 D i � 2+ pl�?QN'O? % r \ . "\\`
� \ /���
� `. 1 � _T ` �DECI� UPAINS ON 72' CcMERS `\ / I • �` ' �p��.' Ot 4�1'�Q; h+ �S� � �S 1 \
Q � � t ' ^�. ,' l 2 87�L7T0 STA51i�07 LT �F �. ` / � 8 ,+h IJC. ` 1� �'HY��p���' . � •� '�$5 i \
� \ I i } /r � i , 1 ` � 11 � � : , !O � ^ �'a { �f
y R •�tcP-iV .�„ w � � ;'i s � / \ � ^ � ` �� , � t
i � l � '� ' � G: ' a. 1 ,�i ��p-.�. 1 ! � �'T \�y 1
� y �l � STtJJDAiID V GRASSE� 5�yqLE r f �� � / r ~ 1 � � �J 1.._. f f �' (y�,Qo, p�� . / r
� i -� � SEE DEfAIL b i Gl � � I , \ ,j�i0 � � i �
I /' f l �'' '`��? \ � � � �` °�r %
� 7 1 � f �s "w �q'Y� �
s ' �� (1'--- > . �` t J� / AtY�s � � �JJf�,y�
� —�
� � � . ,� i � r � �r Ir � ,? ca `t �� !/ ��/' \
� . � . . ! I . .� / � \\ 1
W �`s . � • . - • . . \\�P.4��� �� � / ���, \�\ /
N' , . . , . . . . . . . , DI +Q' .y.\ � '��,yF\ f � y / / � 1 � O \\ <' /
. . R ' - � f / ' ' _� � i� �
O . . � k, . . . . � • .�. . . , " � • . , � , ' ' _ � �� � � .,_ �, ,
.'f . r .` � � ��� ` \ s `�-°2' � ` r �. ;'` ,.' /,� J� i
� ' �E• ''• . .E E E E . �E E.� . ' � �4.' � f , 9 ' � /. jr'�� , Y� i.
STA.52 o-87CR7�T0 � STA Si+07CRT .�.� � j .l .• ', / `4 l \ � � pl 1 , �+ S / �
= MPORARY WORK BRI�GE � j o � �
U � a r" ` I f ♦ "-'! �/,r r/ 4° ,r � 6�5; r J � � //
� 4aNCH OECK 6RA1 ON CENTERS ; r 710N � �' CL � OUT � / / , _ ` - —
5(A 52 t17 RT Ta A. 5 ' RT t �'3 � � r� EX TINQ PIPE l�' / , � / ��/ !
t � SfANDnRD Y GRASSED SWALE � � ry �� o�oi 57RUc UT�RE � ��f/� � � 4, � � � ,'�� /1 , � / � `�
$EE DETAIL D � t GW.DE SWALES TO 11 . '/ � ST 1 TONS �S � � J' / � � � �` r �
-L2- STIe +25 TO 56-F72 � TOP Of �ITO eE F� L i, � � o � / i r �� + f'
�� WETlANOS VER�FIE� TO ORAIN SW � I B RIP RAP e ,y , f J �! �, D i \ �` /`: ' � I ��
` (DA= 0.09 ACRES C=0.50 '(' � " s�' �s n / aa p �
t � Q70=CIA=(0•5'��9.2 (0.091 -0.41 CFS F5T 2 TQNS CL Q_RIP • p i �T i' \ G ILE f + I/� f If G�t` ,� � 1 �� , � I 1 �l� /•�� !
� SLOPE:FRQN�=3:1 BACK=3:7 � EST 7 5 TANonKo IV � J ; j�! � � . ,� � �A \ A /� � / j � \ � � :'� 1 ' + `. ```� ` � i �r � � /
� LONGLjUDINAL=0.3076 �t p �, 'P -�
REQl11RE� LENOFH=10 FT. SEE D „ ' . � � � � B' , irl t � � p . . < '` w�� •, `, f / / � � , i � J
'� ACTUAL LENGTN=50 Ff. � +� �. ` 1 � ,� c ,! � ` �z � �
„"'' �` V70=0.79 FPS 010=0.42 ET. j� . � / '�s f '�` �i,. � � � , i �a•� � . •1� ��y %�� "'
_ � � Q2=0.32 CPS V2=Q.74 FPS y,. � r /,�' fiti ^�,'�• � `3'�� �'� � � � G ` � ��s. `�` ��n ~� f �/ �y' f �
�l f.' m ` � � � ' � � , / � f `� •�yGo�•� y,/ [" l, ! �t,�,,a,� ,�� `: a ;'7 � f� ;---�
r l f ". � � �, � / � ;. \� °�?w r,,^ /�t,,��' �'" 0�,,` � // //j � �"�, �� ^ ;.� i����7 _� ��
� ,i , � S I T E � � � •. � z N � �s9 . , ` � a�',;` /t� �` . _—
.� i -. a ur . '� . t � / . l��
f � \ .� � � ,' � � a \� ` �� , s4'B' ca r } O � GSQ `� � e3 •r, � �� � .,, � `! l � y !3
(SEE ENLARGEMENT 3, THIS SHEtET ,' ° � ti O,-�' /,' _ _ �'` p � � %'�',y; � I=�� � � ����
� f ,�/ �,\ � " ° 4 r � �
�� STANRARD "V" DIT � � /� � S ��. �
SEE DETAIL C � ' V _ I / r �� a ` I//� --
� GftASSED SWALE DI � i! / /' � t ,r 3��" � f J �s� i�';'� ' ��,� �-° �a•-��'�., l ,�1 `� d
ENLARGEMENT 2 ENLARGEMENT 3 . , / � � `� � �� �,:�/ �� e�='��� �=�� 6 - ���
f l2- STA. 55+92 TO / � l� � /� � l: y I �
� DA� 0).4(4 AC C ��,Q , � /
\ �e Q10�SLAE�FRbNT}� •1dHa2K=3o ��� � ��� Cn"' ! \ 'S f '��i „� `, ,�'�. /r�� /. �, ``l � DEc�EnWN�No
� �Q QNGI LENGAIr,�30 / / �1 . \ �`¢ \ . s ^.�@��,` � /,r �� �
�/ ACT LEN =20 �" < � f /� j DENOTES MECHANIZED
!� =0. PS 10= OFT. ."� � � / f� � \\� / � J,S„ � CLeaRING
2 \ 2=2.3 �2 .7FPS / � '� t f/ / ��
� ! �N� �� ' � 4 �y °/ /�//, ITTT�I DENOTES EXCAVATION
c� � � \ � �
i '� � , `� s� � / /r , , -~ \ 'i,, � � �/ \/����q� .3Ce4� � �r i y,, �N W�r�,o
.S \ • \ ,�` .R //� f~ � � \�¢ /�/ �
JBH i � CB � � 1 r; "' A �d �� /�/ / ,'�� 0,`' `� '` � \�� � �� � /,fi
• / � r � t� y� � . `'c \ � 1 � ��d"
f � � _ � ,, ����� �� ��3.\} �` \ �� 's�. P
�"' � ,'� i/ / � \ °�`� f `' % ���
. ! �`�, ,
� . �
....�..
:�.... �

�
,
�
N
- --�-- ---- - - _ . . _._ _.... . ---- -- ._._ - .----_. -- -- --- ___.__.__.__ - -- �
• - _ .- -
�� ��� ���- ��1�� 1� �- -- � - ----- - - __ ��._ � .. . _- - - }-; �. _ �.-- --- - - - - . ..,
� �-���iiil'��li�il'i��i"iiil"i�l'iiiliil � 1"i���� ' '"li ' li�`'��iii`i'ii� ' �,��ii� � �'
■ � �
- �, •F�� �, ��.
� ■ ■ ■ � �.� �f �e\�, i -ty . ,•:" 1\ �.i ,�1 r. ■
. .
, • - �
.,,
■■ '" • ; ' —
� �r , n
. � . � ���.�+
, - � ,
��� �I �'I `- ` ' �-�-- I.,` ' ��,, ` ° ��
_ _ ;�.�� ; ��:1� ' ��� ��
:. v ■ v ■ �� .
■u�■� ■
�nn■ on��nn � ��� : --�■ ■ n� ■ ■
�������v��U���� ■ in�����ii�� �
■� � �
_. � ■ ■ ■ ■ ��n a ■n■ .. � ... �. . -. �
. �� :. .. ■■ ■ ■ ■ ��■� ■ a ■ �� :. „�. �
k v,. � � ■ ■. � • " � ��,} p
'�� �
�■ ■ � . � . � . ■ ■ �
��.. - ,: ��IS ������������. . . � � �� ���� ������-,
��•� �,ri.•�c..ti �����n��u��� ■�■ �■�� v ■ ����
■���� ■ ���� ■����in �■�� ni��■ ����� ■ n ■��n�:
���� ��■ ����� �■■� ���� ���u v �u��■��■i■i
■■����n������������ ����in����in ���������■ in�������
�������in��������� �������� ■■ ����� ��v�����■■■�
�nin�� , �.. .����������nia����.��� ■ in�����■�■ ■���u��� �
�����s � � :����o����in�� ��������. _�:�����u■o��r� . � .� . �n�� �
��.
�n:�►� : � ,���..� �� .. �. �, � . . . .�.
: .� /l����������v��==:...,._.: �.����i►�I:��v��A1�/■ ` i�ii�i�li�vn�
iri�:�=;i�v�����vnvw������� �:,�!'����i��v�i� ■����v�
�: �R���r�����n����n�n���n���� ����n0�> ■nn�����
!►�ll���_�v��vv�������iiiiiiiv v ��vvvv ■Onvv�
n��nn�■�� ���■� �����v �■n���■ in��■ ni�������■
����iu���� ���� ������� ■u�n��� ■����v����■�
�n���� ����n■ ���nni����n ■�������n�n■� �����
� ��� �u■v��■ �����■����������■■��v�■v■���� ���
� ■■�■■ ■■ ■ .■■�, �. � �■■■.■�� .��■■■� . . . . • ■■�-
���� v��� ■�� ■ ���� • � � d�"������� ■vv���� � •. . " � ' �� � :,�.Avv�
:_ : nni■ �����n������uni����n���;��in����■��in��������� �
__�_ �
- � ���rn� �����������m ����■��������■u��� �
�'i� � � s�� n ���� ■��
. � ���: , n ■ a�■ir����nin��n ■�
�� ■ ���������� ■��� �������o��o������� ■U��� ■■�
: ���n ■n�nnn�� ni���n � �n���r� �
� ����� ■���������� ������� �� ����� ■�� ����
n��n ����n��on�nnn �����n���� r� �����
�■��� ���■�������oiu��iu������■���iu������ �����
n��■ n���� ����� n����� ■■ ���� n■������������
��■ v���� ����■� ����a ■ ■����� ��� r � . : R . ... � :! �
��ni����ni�� � ■��■i■���� ��n���� ■����� ■ � � . � . : �
�������u�� �� ■�����■ �■���n� u����� ■�����o�

9 )
y _ . •r
w
Z
O
N
�
K
� _e�.-`-� lw .s
UECf REFERENCE NO. SHEEf NO.
8-4929 9
RN✓ SHEEf NO.
DWAY OESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NQC V86 PO rnNsrxucrtax
�
� � I � � V
C�F 21
50'
�
�,,;� ,
�� .. ..�_�G�
'� ���17
�, =�. . � � u �,: ,. �� € ,� T' ;;�; 'Ya ,�

0
o�"e
�
�
�
N
� ----"�
� tR � �
� `
� lM �C '
, �'Qtb-r
1
� ` �p S�
i �,�e�
.
,,
�
� �.
19� L'
� �
'`------ - - ,'' �'� lGJ I '\ I t ------u~- �` /�� _ � � _ �'�1 `\ ,� �
- ' -- � � � t p �.r � � i �
� ---- ��- `� _ � � Y � � I' . I p ��aa � � ._
' G OUND "' "' � _ - 1 � ' '4I ,,,. I „ �1' ` v'Y '
- }�! � if `� i� i� i I i�1 l_J`-- , �+%�
d � ^`j 1 ' � � I � I `/�'t'_". _ .-.�. � �
_ `�� V � t 0 �) � , � ! r j� � ' -.j` ,, � �
� I �} � ' �
` ; ;;y ``l t i „I �q ! � ,^.-'-"" •�. ` ���
' � � i �t l ���4 � �
` i, � I � � � �, , '`�
�------- � ' } ,` ' �� ' �+ ` '' a
--- o, � � �� ' r-1 t , , 1 ''' � l ; .I�
_ �� ---'--'------'-- t'.�� 7 l~ r{ ii I� � t \ t ��I
� �-- � _------- r ,� � � � �� � ��'r � � � i , � , ;
`� � �` _--'----- i { , � V � `` . � r f ' . I
O `�`' ` II , I ~ J � � ! ` ' '
� � � �t ��-- l ' .� � �
+, t `4,} ; i � \ t ' 1�� �.-.' � ' t �p i
L " �
� ; � ISFBt15 q � ``,� � , � i I
�"� � � I ( I i ISFeuS s� . �- _ � , II
Q J'�� � � �\I 4 I ! _.. � ; iSfeUS � � L
� '�.,.vJ 48_CxL� 1 ��,.,�[ t I / ♦ � � i�
{n c�, � � � 4� '� � gl ( 5'� 7 �� t I � ; \"' � ��,
� 4� l� � �,� � LT ''� � J����-.�' F i ! �, taw w� �
� -_ �'^--��. �� Y� � ; F� 1 F B• l--"� �j'd- �� C`—�--�r�f - � F��--}- 1- 4�J F �i � � F •�
��a�..�r,�nnµ�� -� f ' Sp � ' Y/ +, � � I i2'� ' `y i^ ... .r -., f _ e^/�'asr \ Q 1/' \ "a 1 - I �.� -ic^+� 97GR �r
i '�,.""�'.,�,:�," , �, -�� `�` —
«
, -=-�-'-- � �
\__Y—T _
i � \�_.,, ,..�%---'�" `
00 �
/
�-- .. T----
W � Si � G
W .. . -_.. _'�
2 `�-----
y x x�—>
Q `
'��..._ .'I" —' ory._F—i
� � �. �. 1—a -» / !Y _i
[#
�
S
5
�� a� p o
�___i�___J--L_6.5'WD WA1�S,.,.�
� -- " Y. �
'wUf ~ �aoon r,�R � •"
� DENOTES HAND
CLEARING
7---ttUC
\
PROJECT REFERENCE NO. SHEEf NO.
B-4929 9 '
WW SHEEf NO.
/� ROADWAY OESIGN HYORAULICS
qO ENGINEER ENGINEER
8
�,9
�O�
� PRELIMIN RY PLANS
00 NM V9B FO CONSiRVCf(oN
���
PERi+�li' DRA�INt�
SFIEET 19 �F 21
50' 0' 50'
'--1
I r P � �
� � � ` �� I ;
C-- -.'J ¢�13Ij, � con�c i ; �,� � _ _'
�%' I l
I ,�i� ��--�_X,� ,
C'---� 'I rF 'r� _. ... ��+ . ' k�\�k�- _.: �}
C91A.UN7 LOCRTE � - � t � '�,� ° ` C _' _ � � l ~ ~p�` 1
_ OUTLET J j � � � ; 1 �.
iw sr � S�URB E%ISTING� }�D ~ r}r � r` j !•�i
II PIER DURI 7��i� CONSTRUC�iIQN, t �� ��
x-r--- � --- � � r�
- -�.----�L; n � , ; �
Ilz r�'i ?r ",ti��r__ , � ca i
IiZ _ .1 ; � i
il� 1 ` �-- � ' � r 0
.� i �� � � O
1���� I t x_' 1� ;�;� t, -�
mp< x� r� is e�x t �}. _. 1�
-!� � � � BUS 7 �� � j �
II" ,. _ _. � ' ��f� f -" - �Ir � � � � Q
� i �C ��^ i� r�' �
� �
� ~ I ",. '' � '' �i„ �` `cx. � !i i E N
�—� � � 4' ' I + , \ _ _ s� Pl GR �� g. �
_ _ —_" _-�.` - Ea� � . - _ = Eiut�"'- =�`i �;C ^� . = -�-�_'��
p iu
F _ _ _ F _ F � F �' / ��SS T�XTOPc3.6 �' . � OPaS. � f ^ qfiPt�.
_x__X_y�__ �, �Y` • i � "` �-. �, t il1NN=1.69 ^ _QLY' _ �� t . % G� F
� �1- a, T � ^ JI'Lt57' ` ^ �, ..-. .`_ � �5
�,� t'f,^ a� �� [xisiwcr�' I F �, � LYd�
� ' � �' 8� IO ��' � r s -- ''" s%' �' _ �„ I I� , Y � . ' �� 1 cR
,. _ ... � ~ � • f.p�y •
- }
. _ ' �
Av�.tO � f � � ' � ""CLFAtd�OU'i �/''� REPLACE .._,_ � I ���� / `S* _ �5 F BUS .
�}� .�IS BlR Bu5 � . • �{ ����E"""'�'" EXIS71NGiGl �B�I I+f ! " 'W � � �
� -- .- � � 15 MTL BUS IS BR BUS � -"' `� ��
o � ' �� r .�r.• :. I .�
� 1 x -�. -
i
' i� � � 1 _ ,_..
� �-� ��_ � ' ! � -.._._� r �`_
�{�� ,� � /M
\ ♦ L ' - 7 � . S � � cnM/.
� ( � � , 1 �� ; � IS F r- •rf � � V WERANDS
> > � 1 4} . ; � � r f ;;;7 * * � t
� \ \�. ' ��� _ . -i I ' I
�000 ?�q
! + !
` 5 P�AT GROIINO , l,,. �" � � ' I �
, �` ., � � ! i '.l . f
,� � � , � { .- . �
�, � . � � , ..- � � � �
, � ,, � - �' �
y �! f� , _.Mi: �'• ` I i
�i \�� � �' J ., - `� ��;- -
, • -. t i �
i
�
S ITE 7 ��'
i
�
1
/
/ � a .
�
�
Y
I i�� ` ` �
��i '� � ` � j � �.
l ,..
4-� d�� t �f" � ~f •'-
--0, j; � � ��.. _ i,-
{ I i ! f__.
L � }/i � .��:
;�I
� � r t �-�^'I � d ��� � t t t
}j 6 GONC � �
�1 7--��=-- �f �
�� � !� (
Ij ^ '_ �,[_ �'" t �
� ;� :�� � � * r�
t.l
r :` e�_`' � _ i
� %�- =---
=� _ ----
� � � � � I � I / ^ s
s
* I � I� f : �
— ��` ,, F,T� , F� , 4,- _; �l � :,=-, �=z
— fi �a «,''�,� °� � � ay+ �,..t., �-�f
f
; E� � � ?G'6
����.,si�:'1" ,.. 5�F, . .., � -i'"j:

- -- - - . _ .. . __ . - - - � -- ----- -_ ._..--- - - - - - -� --- - �- - .- -- ,�- -�
� _�■��������������������������������
� n� � �� � � �•� � � � � n � � � � r� � � �� � �i� �
■ � � .
1p 1 ' .�. } �� \' ♦ � 'j� j p y�.j ;.. �. � ' �`� ■■
n � .,,, ,��., -.�-�� -:�; ,� ,� �,. �.�.�.
1 ,f ,� �•• ��
4 � ■.� ■ �
�■ ■ n� ��n ■ n ni■ � n
■ ■■ ■�� ■ ■ �� �� ■�� ��u�� �
� �n� ■ ■ �u ■ . -�� ,:: . -� � �
■ ■� ■ iu ■ - �
� ■ ■ �� ■ ■■� ■ n .
� ■ � ■ ■ ■ ■ ■■ iur
■� . � . . � ■ ■ ■ �� � ■ � � . . ■ ni��
�n.�..=• :.� ■ �� �� :. .. .� ■�
: m► ��m ■ �n��in ■�_,�� ■ �� -�� � � ��# ■ �
� ��� ����� � �:�� mae � � � ■ �
� � � : ��� ■ ... � , ■ ■ ni ■�� ��
. . �� : . . r�ru■ ■ ■ iu ��■�■ ■ ■� �:
� �� ■�� ■ ��� ��n� �■ �� � �� ��■ ��.
�■ ��■� ■ ■��� ■� ■■ �� �� ■��n ���
� � �� �� � � �� ■ v ■ ■���
��■ ��� ■� ■ ��� ■ � ■ ■�■ ■ ��� �.
�����nu �ni■ �eni � ■� � ■���n��� ■ �
-����� ����� ����� � � ��� � ������ ��
����n ■ ni � ni ■ ■ ■ � ■ ■� n�
�����o � ■ �� � ■� ■ �
�� ni ■ ��� �� � ■ ���■ �
� � � ��� ■ �� ■iu��
. ■■ ■ ■ � � ■ ���■ � ■n
■ �� ■ ■ ■ ■���� � m ■�
�■ �n� ■ ■ ■ in ��� ■■ ■�
■���u in � ■ ��■ ■ ■ � ���
■ n■ ��■ ■ ■ � �� ■ ��� ■n■ ���
���� ■ � ■ � r�� ■ ��
: �n �� ■ � ■ � ■o ■ �� �
�� ■ ■ ■■ �� �n ■ �� �� ■
� �����n �����n�� in���� ■n�� ■���n����� ����
: ����n n������ �� ■ ■ ■ ���� ����■�� �� ����e
�n����■�����ni ���n� ■n�� ■in��n�� ��n���n�
, ���iu��a���� �U�� �� ��� ■� ■���u ■�� � � � :.. i� �
■� ■ n�����■ n�n n ■in ���� n.. �,,
■�� ■ �����iu■ a■� ■�� ��■ ■����■�����in�■��

S ite
No.
Station
(From/To)
12+93 TO 13+23 -L1-
18+81 TO 19+19 -L2- RT
18+57 TO 19+10 -L2- LT/RT
18+71 TO 19+40 -L2-
12+32 TO 12+45 -Y1- RT
12+62 TO 15+98 -Y1-
13+02 TO 16+03 -Y1- LT
12+28 TO 15+28 -Y1- RT
19+26 TO 57+00 -L2-
55+76 TO 56+10 -L2- RT
13+57 TO 13+81 -Y3- RT
39+88 TO 40+07 -Y2- RT
Structure
Size / Type
ROADWAY
INFILTRATION BASIN
ROADWAY
BRIDGE APPROACH
ROADWAY
ROADWAY
ROADWAY
ROADWAY
BRIDGE
PIPE OUTLET
PIPE OUTLET
PIPE OUTLET
Permanent
Fill In
Wetlands
(acl
0.07
< 0.01
0.45
VUETLAND PERMIi IMPACT SIJMMARY
Temp. Excavation Mechanized
Fillln in Clearing
Wetlands Wetlands in Wetlands
(ac) (ac) (ac)
< 0.01 < 0.01
0.01
0.03
0.04
Hana
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
0.04
0.05
0.04 0.03 0.02
< 0.01 < 0.01
< 0.01
< 0.01
TOTALS*: � 0.57 � 0.03 � 0.01
*Rounded totals are sum of actual impacts
NOTES:
Site 2: Permanent impacts due to bridge approach in CAMA wetlands: 0.002 acres (mech. clearing) -- These impacts are included in the total impacts above.
Site 4: Temporary impacts due to temporary work bridge bents in CAMA wetlands: 0.03 acres -- These impacts are included in the total impacts above.
Site 4: Permanent impacts due to bents in CAMA wetlands: 0.04 acres - These impacts are included in the total impacts above.
Site 4: Permanent impacts due to bents in surface water: 0.02 acres -- These impacts are included in the total impacts above.
Site 5: Permanent impacts due to grassed swale construction at pipe outlet (V ditch) in CAMA wetlands: <0.01 acres - These impacts are included in the total impacts above.
Site 6: Temporary impacts due to pipe cleanout in CAMA wetlands: <0.01 acres-- These impacts are included in the total impacts above.
Site 7: Temporary impacts due to pipe cleanout in CAMA wetlands: <0.01 acres-- These impacts are included in the total impacts above.
Total permanent impacts in CAMA wetlands is 0.05 acres.
Revised 2013 10 24
0.19 I< 0.01 I 0.02
Temp.
SW
impacts
Existing
Channel
Impacts
Permanent
Existing
Channel
Impacts
Temp.
fVatural
Stream
Design
�
�
� ;1- r n ae t� � n � C
! 4.__J eY o.7 LU eU
PERN`o�T F�RA�NE rI�lt:�.�.., ,:i _ � _ _, - ; �,��..�
SHE�T �1 C�F �1�-' � � �-- V � y �
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/15/2015
PENDER COUNTY
B-4929
SHEET 21 OF 21
PERMIT DRAWING