Fiber Technologies Networks, LLC

r-I
-. ❑tAMA / ❑ DREDGE & FILL NQ 70401 A B`�C+ D
GENERAL PERMIT Previous permit#-
EfNew JModification ❑Complete Reissue ❑ Partial 'Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality
and the Coastal ResourcesCommission in an area of environmental concern pursuant to 15A NCAC b.r
E4Rules attached.
Applicant Name
Address
City State ZIP
Phone # O E-Mail
Authorized Agent
Affected ❑ CW ❑ EW ❑ PTA .-f7E-S ❑ PTS
AEC(s): ElOEA ElHHF ❑ IH ElUBA [IN/A
❑ PWS:
ORW: yes / no PNA yes ,/ no
I Type of Project/ Activity
Pier (dock) length
Fixed Platform(s)
Floating Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length_
avg distance offshore
max distance offsh9ri
Basin, channel A -
cubic yards
Boat ramp
Boathouse/ Boat
Beach Bulldozing
Other
Shoreline Length 17
SAV: not sure yes no
Project Location: County_ _
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP_
Phone # ( ) River Basin
Adj. Wtr. Body__ (nat /man /unkn)
Closest Maj. Wtr. Body —
(Scale:/k- j
Moratorium: n/a yes no
a _ r
he
Photos:otos: yes no i � I
Waiver Attached: yes no
rr
A building permit may be required by: - ' See note on back regarding River Basin rules.
( Note Local Planning Jurisdiction) j s`
Notes/ Special Conditions +i ' £ ' A­
f
0 - )
Agent or Applicant Printed Name
Sigr Atyre" Please read compliance statement on back of permit
Application Fee(s) Check #

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
Iandowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules L Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to complywith these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888ARCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Revised 7/06/17

Utilis Engineering, PA
2033 Cross Beam Drive
Charlotte, NC 28217
[phone]
www.utilisdesign.com
March 22, 2018
North Carolina Department of Environmental Quality
400 Commerce Ave
Morehead City, NC 28557
RE: Applications —General Permit .1600
Project Reference: U20123-7-Jacksonville
Buried placement of 975' of (2) 1.25" HDPE SDR 11 equipped with (1) 144 Count Fiber Optic Cable
parallel to Marine Blvd (US-17-BUS) by means of horizontal directional drilling.
Attached please find one set of construction drawings for U20123-7-Jacksonville, one signed NCDOT
encroachment permit approval, one signed City of Jacksonville (adjacent riparian property owner)
encroachment permit approval, and one soil map from the USDA. The construction schedule will take place as
soon as all permits are approved and should last approximately 3 days.
Utility Owner: Fiber Technologies Networks LLC
Address: 300 Meridian Centre Blvd
Rochester, NY 14618
Please mail/email one set of permit approval documents to Jeff Davis using the contact info above and one set
to Michael Eades using the contact info below.
Should you have any questions or comments, please feel free to contact me.
Thank You
Michael Eades
Project Manager
Utilis Engineering, PA
2033 Cross Beam Drive
Charlotte, NC 28217
Office: 980-404-2752 Ext. 109
meades(a),utilisdesign com
www.utilisdesign.co

OWNER: Lightower Fiber Networks CONTACTS
ilv Purer: LOMoxer IF&erlecM1l
PROJECT NAME: U20123-7-Jacksonville oa.auF" sa Eng.—
"._ 919-2BS5056
ADDRESS: 104 N Marine Blvd, Jacksonville, NC 28540 JCItDavk6crwma-
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SHEETINDEX
A -COVER SHEET/SITE LOCATION
P, \fie B-LEGEND
C-GENEfULNOTES
<at DI-TWN:ALS
13- PROJECT SHEETS
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GENERAL NOTES
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PLACEMENT - TYPICALS
TYPICALS
­—OIIDIIIIII­ 0. 0­­F
E_
2 BOLT DOWN LOC—
c wa
p
24"
KE nLrry POLE Typ /U94BL ND POK51BL
U-GUW
WAAG
BOLIS
7m UP Two12V "Eau,
I S, 11. " LICAIE WRl
rtL PER
CrTy SPECS
POLE DETAIL

TYPICALS
PARALLEL CONDUIT DETAIL FOR NCDOT RIGHT-OF-WAY
NOT TO SCALE
VARIES
w w 3' MIN
M/ RI� VARIES r — VARIESVARIES
EXISTING GRADE �]—
ASPHALT SURFACE
PROPOSED (2) 1.25
..c:ti:.' >•,<c.,.:S``�......_._ .......a.AcriT`..:�' CONDUIT
36' MIN
UNDISTURBED ROAD BED
PROPOSED (2) 1.25- CONDUIT PLACED BY DIRECTIONAL
BORE W/3.0' BACK REAMER OR OPEN TRENCH
DIRECTIONAL BORE UNDER CREEK BED
NOT TO SCALE
EXISTING GROUND CREEK
138 IN 1 36 MIN
15, MIN 15' MIN J
RADIUS tO MIN RADIUS
CABNGICONDUIT AS SPECIFIED
CONDUIT TO BE PLACED A MINIMUM OF 10 FEET
BELOW CREEK BED
DIRECTIONAL BORE UNDER SECONDARY ROADWAY
NOT TO SCALE
DITCH LINE DITCH LINE
EXISTING GROUND —ElvnREs
PAVEMENT
36' MIN 1 36'�MIN
36" MIN 10 MIN 10'IMIN �� MIN
15' MIN 15'MIN
RADIUS RADIUS
CASINGICONDUIT AS SPECIFIED
DRY BORE UNDER ROADWAY
NOT TO SCALE
DOCH LIN � D T`_ _'I-
EXISTING GROUND PAVEMENT 11
�MIF1 38"�MIN -.IN 36'�MIN 38"IMIN38"�MIN 3S'MIN 36'�MIN 36'IMIN
CASINGICONDUIT AS SPECIFIED/ ++

TYPICALS
DIRECTIONAL BORE TIE-IN DETAIL
NOT TO SCALE
4'
SETUP FOR NORTH SETUP FOR SOU H
EXISTING GRADE EXISTING GRADE
BACKFILL IN 6" LAYERS WITH ROCK
FREE MATERIAL AT 95%
COMPACTION RATE 3W X 4'L X TO
36�� �e EXCAVATION PIT ON RNV
O'QF 000
DBORE DBORE
TIE-IN STATION
• BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO FEET PAST THE INTENDED
TIE-IN. THEN TURNED UP TO DAYLIGHT.
• THE TIE-IN POINT IS EXCAVATED. THE CONDUITS CUT OFF WHERE THEY CROSS EACH
OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWO
CONDUITS AT THE DESIGN DEPTH.
• ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED, SHORED, OR SLOPED IN OSHA'S EXCAVATION STANDARD,
29 CFR 1926 650, 651, AND S52
CULVERT CROSSING DETAIL
NOT TO SCALE
GROUND LINE 1
COVER 1
36"MIN J RCP/CULVERT
O
OBORF 1 120" MIN p0C
HANDHOLE CONSTRUCTION DETAILS. CONDUIT TO
HANDHOLE PROFILE FOR RAV CONSTRUCTION
NOT TO SCALE
EXISTING GRADE 18' 18'
EXISTING GRADE
HANDHOLE
za.x3s•x3e 36•
DBORE DBORE
6'GRAVEL
S GROUND ROD
ALL EXCAVATIONS OR TRENCHES 4FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED. SHORED, OR SLOPED ACCORDING TO THE PROCEDURES
AND REQUIREMENTS SET FORTH IN OSHAS EXCAVATION STANDARD. 29CFR 1926.550,
651. AND 02.
36" MIN

CULVERT CUT OVER ON ROADSIDE SHOULDER
NOT TO SCALE
SILT FENCE
18"DISTURBED AREA
SPOILS
OPEN CUT TRENCH— I
F UTLET S R FLOW —y CULVERT
ILET OOIDE
DISTURBED AREA (18 INCHES)
T01 OF SLOPE
ROAD
SLOPE VARIES,'ti"`;:,
i
CULVERT
.—FLOW
NLET OR OUTLET SIDE
..
SILT FENCE J �'•�,T
GENERALNOTES
1. INSTALL SILT FENCE TO PROTECT DOWNSTREAM AREAS FROM
SEDIMENTATION PRIOR TO CONSTRUCTION.
2. INSTALL SILT FENCE AS NEEDED TO PROTECT DRAINAGE
FEATURES, BUT NO LESS THAN 10' ON EITHER SIDE OF CULVERT.
MAINTENANCE NOTES
INSPECT CULVERT CROSSING STRUCTURES WEEKLY AND
AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5' OR GREATER)
TO SEE IF ANY EROSION AROUND OR BELOW THE SILT FENCE
HAS OCCURRED, IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENTFURTHER DAMAGE.
'REF6 41.5 NC Erosion aM Sadi—N COMrd PI —ma and
Design Manual. 2006
TYPICALS
DIRECTIONAL BORE DETAIL (PARALLEL)
NOT TO SCALE
FENCE
GENERAL NOTES
1 BONE PI TSANDSPOIL-ILESSH WENCLOSED
—1REE SIDES AS SllMl MTl SnT FENCE
DIRECTIONAL BORE DETAIL (TRAVERSE)
NOT TO SCALE
sPa0. PItF
PiPEUNF RNw
PRELINE
SAT FENDS
GENERAL NOTES
1. I —PITS AND Siro1—ES BHALL BE ENCLOSED
ON THREE SIOESAS 91pMd WTH SV FENCE

:nsla:an:naxa
1. APPLY SEED BEFORE LAYING THE NET OR MAT. IF OOPEN
WEAVE NETTING IS USED. LINE MAYBE INCORPORATED BEFORE
INSTALLING THE THE NET AND FERTILIZER AND SEED MAYBE
SPRAYED ON AFTER WARD.
2. START LAYING THE NET FROM THE TOPOF THE STREAM BANKS
AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY
LOOSELY ON THE SOIL, BUT WITHOUT WRINKLES. DO NOT
STRETCH,
3. TO SECURE THE NET, TOR IN THE UPGRADIENT END AND TOP OF
BANK PORTIONS IN A SLOT OR TRENCH NO LESS THAN 61NCHES
DEEP, COVER WITH SOIL. AND TAMP FIRMLY. STAPLE THE NET
EVERY 121NCHES ACROSS THE TOP END AND EVERY 3 FEET
AROUND THE EDGES AND BOTTOM. EACH STRIP OF MATTING
SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FEET.
MAINTENANCE NOTES
1. INSPECT EACH ROLLED EROSION CONTROL PRODUCTS (RECP)
AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL
EVENT (0 5' OR GREATER)
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND
EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANYAREAS OF THE RECP THAT ARE DAMAGED OR NOT IN
CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND
STAPLED
<. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE.
THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
PROTECTED.
5. MONITOR AND REPAIR THE RECPASNECESSARY UNTIL THE
GROUND COVER IS ESTABLISHED.
TYPICALS
CULVERT CUT AROUND THROUGH STREAM
NOT TO SCALE
18' WIDE DISTURBED AREA -
TEMPORARY MATTING (SEE NOTES) 1
FIOW �
UPGRADIENT END TO BE TOED IN {
16
TEMPORARY M,
NOTE: THESE DETAILS ARE PROVIDED AS AN EXAMPLE AND ARE NOT INTENDED AS APPROVED DETAILS FOR A SEDIMENT AND EROSION CONTROL PLAN
TOP OF BANK
E
ARIER
DITCH/CHANNEL (TYPICALLY DRY)
SLOPE VARIES
TOP OF BANK
TOP OF BANK
SLOPE VARIES
DITCHICHANNEL (TYPICALLY DRY)
UPGRADENT END TO BE TOED IN
ELOPE VARIES
TOP OF BANK

TYPICALS
SILT FENCE
NOT TO SCALE
STI
WOVEN FILTER FABRIC
GENERAL NOTES
1. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE ON THIS PROJECT.
2, STEELPOSTSSHALL BE USED ON THIS PROJECT INSTEAD OF WOOD POSTS. STEEL
POSTS SHALL BE SO' IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE,
3, WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD
DF MORE THAN 30 DAYS. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32- WIDTH AND
SHALL HAVE A MINIMUM OF AT LEAST 6 LINE WIRES WITH 17 STAY SPACING.
/. SILT FENCE SHALL BE STANDARD STRENGTH FILTER FABRIC WITH WIRE MESH
REINFORCEMENT OR EXTRA STRENGTH FILTER FABRIC. WHEN FABRIC IS USED WITH
WIRE MESH. B CENTERED POSTS MAYBE USED. OMISSION OF THE REINFORCING WIRE
IS A CONSTRUCTION CHANGE THAT NECESSITATES MORE POSTS FOR SUPPORT (IE. THE
SPACING DISTANCE NEEDS TO BE REDUCED TO NO GREATER THAN SIX (6) FEET APART).
5. TURN SILT FENCE UP SLOPE AT ENDS,
6. THE USE OF SILT FENCE IS AREAS OF CONCENTRATED FLOW IS INAPPROPRIATE.
sTFFLFCST
Z U FILTER FABRIC
� H Q
W FLOW
ANCHOR SKIRT A"
MINIMUM
MAINTENANCE NOTES
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT (0S")
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSED. TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN ANDTO REDUCE PRESSURE ON THE FENCE, TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
d. RE MOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
FEE: 6.62.7 NC Emb, oral Sldi— Cool Plannmp aM D iag, M-1. 2005
NOTE: THESE DETAILS ARE PROVIDED AS AN EXAMPLE AND ARE NOT INTENDED AS APPROVED DETAILS FOR A SEDIMENT AND EROSION CONTROL PLAN

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SECTION .1600 - GENERAL PERMIT FOR THE INSTALLATION OF AERIAL AND SUBAQUEOUS
UTILITY LINES WITH ATTENDANT STRUCTURES IN COASTAL WETLANDS: ESTUARINE WATERS:
PUBLIC TRUST WATERS AND ESTUARINE SHORELINES
15A NCAC 07H .1601 PURPOSE
A permit under this Section shall allow for the installation of utility lines both aerially and subaqueously in the coastal
wetland, estuarine water, public trust areas and estuarine and public trust shoreline AECs according to the authority provided
in Subchapter 7J .1100 and according rules in this Section. This general permit shall not apply to the ocean hazard AECs.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A-113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff August 1, 2000, August 1, 1998.
15A NCAC 07H .1602 APPROVAL PROCEDURES
(a) The applicant must contact the Division of Coastal Management and complete an application form requesting approval for
development. The applicant shall provide information on site location, dimensions of the project area, and his name and
address.
(b) The applicant must provide:
(1) confirmation that a written statement has been obtained signed by the adjacent riparian property owners
indicating that they have no objections to the proposed work; or
(2) confirmation that the adjacent riparian property owners have been notified by certified mail of the proposed
work. Such notice should instruct adjacent property owners to provide any comments on the proposed
development in writing for consideration by permitting officials to the Division of Coastal Management
within ten days of receipt of the notice, and, indicate that no response will be interpreted as no objection.
DCM staff will review all comments and determine, based on their relevance to the potential impacts ofthe
proposed project, if the proposed project can be approved by a General Permit. If DCM staff finds that the
comments are worthy of more in-depth review, the applicant will be notified that he must submit an
application for a major development permit.
(c) No work shall begin until an on -site meeting is held with the applicant and appropriate Division of Coastal Management
representative so that the utility line alignment can be appropriately marked. Written authorization to proceed with the
proposed development will be issued during this visit. Construction on the utility line must begin within twelve months of
this visit or the general authorization expires.
History Note: Authority G.S. 113A-107(a)(b); 113A-113(b); 113A-118.1; 113A-229(cl);
Eff. March 1, 1985;
Amended Eff January 1, 1990.
15A NCAC 07H .1603 PERMIT FEE
The applicant shall pay a permit fee of four hundred dollars ($400.00) by check or money order payable to the Department.
History Note: AuthorityG.S. 113-229(cl); 113A-107; 113A-113(b); 113A-118.1; 113A-119, 113A-119.1;
Eff. March 1, 1985;
Amended Eff. September 1, 2006; August 1, 2000; March 1, 1991.
15A NCAC 07H .1604 GENERAL CONDITIONS
(a) Utility lines for the purpose of this general permit or any pipes or pipelines for the transportation of potable water,
domestic sanitary sewage, natural gas, and any cable, line, or wire for the transmission, for any purpose, of electrical energy,
telephone and telegraph messages, and radio and television communication.
(b) There must be no resultant change in preconstruction bottom contours. Authorized fill includes only that necessary to
backfill or bed the utility line. Any excess material must be removed to an upland disposal area.
(c) The utility line crossing will not adversely affect a public water supply intake.

(d) The utility line route or construction method will not disrupt the movement of those species of aquatic life indigenous to
the waterbody.
(e) Individuals shall allow authorized representatives of the Department of Environment, Health, and Natural Resources to
make periodic inspections at any time necessary to ensure that the activity being performed under authority of this general
permit is in accordance with the terms and conditions prescribed herein.
(f) This general permit will not be applicable to proposed construction where the Department has determined, based on an
initial review of the application, that notice and review pursuant to G.S. I I3A-119 is necessary because there are unresolved
questions concerning the proposed activity=s impact on adjoining properties or on water quality; air quality; coastal wetlands;
cultural or historic sites; wildlife; fisheries resources; or public trust rights.
(g) This permit does not eliminate the need to obtain any other required state, local, or federal authorization, nor, to abide by
regulations adopted by any federal or other state agency.
(h) Development carved out under this permit must be consistent with all local requirements, AEC guidelines, and local Land
Use Plans current at the time of authorization.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A-113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. May 1, 1990;
RRC Objection due to ambiguity Eff. May 19, 1994,
Amended Ef . August 1, 1998; July 1, 1994.
15A NCAC 07H .1605 SPECIFIC CONDITIONS
Proposed utility line installations must meet each of the following specific conditions to be eligible for authorization by this
general permit:
(1) All domestic sanitary sewer line requests must be accompanied by a statement of prior approval from the
NC Division Water Quality.
(2) All spoils which are permanently removed must be placed on a high ground disposal site and stabilized so
as not to return to waters, marsh or other wetlands.
(3) Any additional backfill material required must be clean sand or rock free of organic matter.
(4) Cuts through wetlands must be minimized.
(5) Finished grades or subaqueous or wetland crossing must be returned to preproject contours.
(6) There can be no work within any productive shellfish beds.
(7) No excavation or filling activities will be permitted between April 1 and September 30 of any year within
any designated primary nursery area.
(8) Subaqueous lines must be placed at a depth of six feet below the project depth of federal projects. In other
areas they will be installed at a minimum depth of two feet below the bottom contour.
(9) The minimum clearance for aerial communication lines or any lines not transmitting electricity will be 10'
above the clearance required for bridges in the vicinity.
(10) The minimum clearance for aerial electrical transmission lines shall be consistent with those established by
the US Army Corps of Engineers and US Coast Guard.
(11) The installation of a utility line on pipe bents or otherwise above the elevation of mean high or mean
ordinary water must be of sufficient height to allow for traditional navigation in the water body.
Additionally the utility line must not interfere with the waterflow of normal or flood waters.
(12) Natural gas lines must not exceed 11 inches in diameter.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A-113(b); 113A-118.1;
Eff. March 1, 1985;
AmendedEff. August], 1998.

/CK5U1\9r,f,�, 1
Public Services Department
Engineering Division
PO Box 128 • Jacksonville NC 28541-0128 • 910 938-5233
CITY OF JACKSONVILLE RIGHT-OF-WAY ENCROACHMENT AGREEMENT
CITY OF JACKSONVILLE
-AND -
Fiber Technologies Networks
300 Meridian Centre Blvd
Rochester, NY 14618
ENCROACHMENT TYPE: (check as many as applicable to the proposed project)
❑ Aboveground Utility:
❑ Underground Utility: ❑ Other
❑ Electrical
❑ water
❑ Telephone
❑ Gas
❑ Cable TV
❑ Electrical
❑ Other
❑ sewer
❑ storm Drain
❑ Telephone
❑ Cable TV
© Fiber
❑ Other
THIS AGREEMENT, made and entered into this the 13 day of March , 20 18 , by and between the City
of Jacksonville, party of the first part, and Fiber Technologies Networks LLC ,
Party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right-of-way of the public street(s)
Chaney Ave, Bordeaux St, Warlick St, E Railroad St, New Bridge St, Court St, College St, 3rd St, Warn St, Heurth St.
With the construction and/or erection of
Placing 6,930' linear feet of (2) 1.25" HDPE SDR it conduit by means of horizontal directional drilling.
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party
of the first part in exercise of authority conferred upon it by statute, is willing to permit the encroachment within the
limits of the right-of-way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the
right and privilege to make this encroachment as shown on attached plan sheets(s), specifications and special
provisions which are made part hereof upon the following conditions, to wit:
That the said party of the second part binds and obligates himself to install the encroaching facility in such safe
and proper condition that it will not interfere with or endanger travel upon said Street, nor obstruct nor interfere
with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs
or maintenance to its roadways and structures necessary due to installation and existence of the facilities of the
party of the second part, and if at any time the party of the first part shall require the removal of or changes in
the location of the said facilities, that the said party of the second part binds himself, his successors and assigns,
to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to
the party of the first part.
That the party of the second part agrees to provide during construction proper signs, signal lights, flagmen and
other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic
Control Devices for Streets and Highways and Amendments or Supplements thereto.

That the party of the second part agrees to indemnify and save harmless the party of the City of Jacksonville
from all damages and claims for damage that may arise by reason of the construction of this encroachment.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to
be necessary by the City of Jacksonville or other agencies having jurisdiction.
That the party of the second part shall provide safe pedestrian passage around the construction site.
That the party of the second part shall restore all areas disturbed during construction to the satisfaction of the
City of Jacksonville Public Services Director or his/her agent.
That the party of the second part shall replace curbs, gutters, sidewalks or streets damaged by reason of the
construction of this encroachment to the satisfaction of the City of Jacksonville Public Services Director or his/her
agent.
That the party of the second part shall replace all disturbed traffic markings to the satisfaction of the City of
Jacksonville Public Services Director or his/her agent.
That the party of the second part agrees to have available at the encroaching site, at all times during
construction, a copy of this Permit showing evidence of approval by the City of Jacksonville. The City of
Jacksonville reserves the right to stop all work unless evidence of approval can be shown.
That the party of the second part agrees to give written notice to the City of Jacksonville Public Services Director
when all work described by this permit herein has been completed.
That the party of the second part agrees in the case of noncompliance with the terms of this permit that the City
of Jacksonville reserves the right to stop all work until the facility has been brought into compliance or removed
from the right of way at no cost to the City of Jacksonville.
That the party of the second part shall be responsible for coordinating the work with utility representatives, and
City representatives.
That the party of the second part agrees to exercise every reasonable precaution during construction to prevent
eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water impoundments, ground
surfaces or other property; or pollution of the air. The Party of the second part shall also comply with applicable
rules and regulations of the North Carolina Department of Environment and Natural Resources, North Carolina
Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and
other regulatory agencies having jurisdiction relating to pollution prevention and control.
That the party of the second part shall agrees to remove and replace sod or otherwise reestablish the grass
cover to meet the satisfaction of the City of Jacksonville Public Services Director or his/her agent.
That it is agreed by both parties that the party of the first part does not guarantee the right-of-way on this
street, nor will the party of the first part be responsible for any claim for damages brought by any property
owner by reason of the installation.
That it is agreed by both parties that this agreement shall become void if actual construction of the work
described herein is not begun within one (1) year from the date of authorization unless written waiver is secured
by the City of Jacksonville is granted.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year
first above written.
ATTEST OR WITNESS:
CITY OF JACKSONVILLE
BY: L `rsv`oe4J�
Fiber Technologies Networks LLC
By: Alex Mora - Director OSP Operations
Second Party

OWNER: Lightower Fiber Networks
PROJECT NAME: U20123-7-City of Jacksonville Permitting
ADDRESS: 104 N Marine Blvd, Jacksonville, NC 28540
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SITE LOCATION
CONTACTS
UEdrty Owner LiGntwyrtFibenecnt
300l.= Centre Blva. sung 200. R-h-te,. NY
JeM Ows - FiUer Cwletruchon Engineer - NC
Phone [phone]
JeM Daunac—caetle corn
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2033 Crocsceam 01 Cnanotte. NC
Michael Eeaee - prgeC Manager
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Ce" 804-932-0194
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SHEETINDEX
A -COVER SHEET/SITE LOCATION
B-LEGEND
C- GENERAL NOTES
D - F - TVPICALS
G - RAKEOFF TABLE
1-14. PROJECT SHEETS
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a... NOTE
COMNMACiOPR MUriS1 CAT,-, IOCAOFYCS MIOR TO DSIURMWG iNF GIIWM N.0—.
"Wilt AGENCY ON THE NMSRE AT All TIMES.
Ml CALL FALL W PLACED AT A MINIM.'* OFIM 0E K' W EI UNLESS OTNEIWISE D RECTf. BY A ROPRESMTAINE OF THE
UTILITY —NOR.
ANY LMDSWMfG WALL BE REPLACE. TO COUNI OR BETTER THAN THAT WHICH ELSTCD PRIOR 10 WORK.
GENERAL NOTES
AEPADONTERM.RNWS
TM CONTRACTOR SMALL NOTIFY THE AND—IOIMI PtMit AGENCY IMMEd ElY 11 ANY WIOCI ME ENLOUHT OPEC
MIT ME ODNSIDEIED —A— I W THE ERA OEO, OR QMA 11 POIENTWEIT MAIMMEWS WATER— ME .....IT RIDE
HE CONTNACTOR '"A', SECURE THE SITE AND M IIII THE KCREENTN EXAOSUR( BY THE PUBEK OF TALL CONTRACTOR'S
AEAsoRxu
M CO RIALACTOR RNLI 11-11 .1 ID, BUI SMALL -1 CH IUNV XMOWN MAZANOg1S WTEW LS SUCH AS. iBES1OE, CMS,
ADD, ETC. THE MMWK OF ALL HACMDOUS WTt1MLE MUST M WWI NY AN APPROVE. OR UWALLOWS
ALLOWS
ANTERBILS COFNINACTOP LIKE. WO
IN IHF APPROPRIATE STATE
SMCML UNUTY CSEARANCES
ALL WORM COROUCTEo RDIACE NI 10 WATER MANS SMµ I WITHDRAW 1O TIE POLLOVWG C ANTI S.
A WMnEVER ADSOBLE CONWR SNNI MAININN A MOSLE M— SErAMIION 01 1.0 HET. MEASURE. SOP— 10
SLAP FACE IDIOM. IMe ED OUTSIDE [OGEI, FROM I—L IT WATER MAINS
n[V[A POSSIBLL, COR NTOUEH IRSDE S LINDEN EROINMM TING WATER MARINE D UNIE MUST MTNN IZ- VEAIKAL CLEAN
R $
F PARAIICN, CONDUITS PASSING MR WATER MANS MUST AESD MAINTAIN I ME IZ- V(R1 Kµ SVAMTION.
PROTECT C THE CONI FACTOR SMALL BE R MftftE FOR ISTMI "AND MAINIAINNG INS ACQUIRED VERTICAL MMUtOPROTECT STY FALL BE PRORERLY S[NMpPNOR 10 TM END OF COY OE All CORRESnMENCE PERTNfNI TO THE RSMOVµ OF NAJARWUS MATERLUS SMALL BE TRANSMIRFO ICI BY ERHER ERN l" TIE WATER FAIN EMERY IN NIT W THOSE MEN$ WHERE NOIIIZOVTAI SEPARATION IS UEZ THAN
OWNER ANTE A COTS' SNKI B[ AVNLABLE AI THE PROIf CT OFFKL AND ML TOR SITE To FOISTOR BY UTILIZING THE OFPTNS OF AOIµ ENT WATER VµKS N THE CONTRACTOR WILLIES THEADIACEM WAn.
ALLWOREIS!OMIN ACCORDANCE WRNµl AUT1pNIIE5MAVNGIVM15OKtIONIN iMEWORRIDNF TO OLTERMLM WATER(MIN ­� N[SMAII CONTACT THE AGfflY Al EACH WEI IOCATNOM AND TM AGENCY WALL
AFItl11L MOIEf CONTNACTOK Mf —to 10 CONTACT THE P1OfCT —ROGER FOR ANY AOMM)MN WiO11MAT1ON OR CVV11FKiAipN
MT[AMM TOM NECOWSARV OPTH OE THE TOF OF THE CONDUI AT TMA1 rO
COrAC[RWNG SCOPE 01 WORK OR THE IIQUNEMFNTt MOSSARI' FOR PMNCT WHA IIEIAMP, .AEICN. CONSTRUCTION 10 BE PLC ONMEV TO INDUSTRY ACCEPTAMF STANDARDS. D. THE MAIKµ AND MK NZONTµ M SEIAT10BE MT N1 SMALL WIAIHEO AT ALL TIMESUUESS SP[CNICµLY ARMS, BY
COMPACTOR G PLSIORSLPLL TO NFL. KPIFY ALL DIMENSIONS. gWNTRES AND ENSTIM4 CONd IIOHS INOR 10 L NEIGHS OF WRf PLACEMENT will BE ROOMED AT THE Of CONSTRUCTION pp[yMtMl ALL "[TITS OF µ'REfMfN1BFTWF[X 1W WWSDKTI MRW µiNMY THt AGENCY'* WKWC ATIDMMKM"LMD
IIORQOR Iµ SEPAMFION FROM iHpSE OSCINE. SHAH M WPOFTEO i0 THE OWNER BY TEN CONTRIKTOH THE C TCHALL vNOCItOMG CTOM M A SWMEICANT CHANGE TO TOM RUNNING UNF ISPRIME NEEDED. PRIME CONTACT
THE PROTECT MANAGER ACMAEMT. CONTRACTOR STALL. BE IFSPpNSIBEE FOR MAINIAINWG VFNTICAL AND WRIZOMTAL SERAMIOALL AT l TES AMO W FOAL SMALL MRESA if FORANY AND ALL ENCRMCHMFMIS
.All fpERSION MALT ICI YET PEACFD WILL BE EroMY A1N5 UNLESS OMFRWIS NOTED OR AAMOHD BI THE INSPECTOR
WROµ O '*GINS. CONTRACTOR SNAIL TAKEAMIIOARMTI PRECAUTIONS ICI AMC AM roiFMIM f ttfARAMCFS ICI STOW SL WtNS ANDSANITMY HEWERS SALMI BE iXACIIV III SAME M1NOSf TOWA1EAMANS
OMI•UCTKMSNORSMION TO MOUEOIN6 WRAP WORX. •BOND STRAND ICI NOVV(N MGN WNtW APPLICABLE AN[NOM TO BE USED WYl BF 3/4 SC1FW IN IYrI,.
NOCOMSTRUCTIBN ON FNVATF PROPERTY WNI COMMENCE UNM. AMROVK IS GIVEN NY A REPRESFMATW OF THE UTILITY .ALl51MK Wal B[PUGEDA'BLFORf AMDAFI[N [VERY SIIArop NG LUMPAiA MINIMUMOFZI-ARAM
OWWFR
•v O.A.•POINTOFAnµ &M.,
CDW WPM STALL NOT ZED.EM WRN WORE[ UNTIL TRAY PAVE RECENlD A PUMMASE CHOIR AND HAVE BEEN dNREO
TO W SO T AN AUTHORIZED AFM[jfMATNE OF INE UIIIRY OW N[R. •ADD MSSNG GIDUXOS.
CONTRACTOR SMALL NOT EMCEED YHE PURCHASE CMDER VALOR WITHOUT PATIMINtAIIpM IPA WRITING FRAM IN! •RIMIRMFPIACF FR
APNIOPRWTE RIPBESENTATWE OF THE UTILITY OWNER
ASWL15 WELL BE 4 QUWED FOR EACH PANDER INCLUDING CMSE EL IODRO O ENTRIMWACCESS
ES EAY SS POINT, SUdR
LOOP. SPIKE LOCATION. FOE MO I(RMINATION FONT CORTRACTOR SW W AM PD E NOTES OF ALL CHANGES IN
OP1MS. RUNNING RIMS, MNRWN LOCATIONS. AND MY OTHER AIPEICANf NOTES TO MANZI THE WORE THAT TOO[ PLACE
NOTE. ALE MANIR CHMGFS KID TO BE PMF-APMOWTO BY AN AUTHORIZED REMEBEMTATNE OF TIE UTALTY MMPMV
KIM 10 SIMTNG IMF INTONE
m CONORIOIYS
THE ACT UN LOCATION OF EXSTING COMPOSITE AND MALES MAY VERY FROM THE LOCATION SHOWN. REPAIR OF MY
DAMAGED CONDUIT CONTAINING WLf SMALL M WOf 01 USE OF PVC SAUT OFCf THE COMRAC CHI SNMI FNCLOM THE
'I'DINGCMTI, IN PVC.
THE LOCATIONS OF UOIIM UTILITES SHOWN AN PLAN ARE APAROXMATI WHIM WpM IS TO K CONCOCTED IPA THE
TOYETHITY OF KNONN UTPUTES, THEIR ACTUAL IOCATION MUST BE FIELD W RIIED TO AVOID CONFLICNE ON MFMGE TO THOSE
UTILITIES VARIATION IN LOCATION .1TORSION `MCORDED POSITIONS•AND ACIUM POSITIONS SHOULD BE ANTICMATED.
II SNAIL M MI CON,INCOME NESroxSNam TO KRIFY INS LOCATION OF ALL UNOIAGRBUNO UI MIT AS MANED LATH TLS
W Y EMT W IPA AREA N MDRION TO THOSE SHOWER DI THE PUN. TNM CORIRACTON SMALL CONY RCT PROPERTY OWNERS
WHEN WORMING WITHIN PRIVATE IASfMEMS FOR 10CAT1OM Of UMMRGRWND TRAILS, MKLWES. MAN FEES, OR OTHER
WW(D IWR MINTS. TM CONTRACTOR SHALL ALSO NO11fY THE UTILITY Fg1HNATHTN UMTER 001011O COMMENCING
AM CONSINUM HOW K1MVrTLE,
OIL CON11ACCOR MUST ASSUME ALL WRIED UTILTES FNCOUNTEIEC ME ACNE AND ACTIVE UMFSS SPECXKALLY
NSTRUCYED OTEMAWSE BY CWERR E OR OPERATBK OF SAID UTILITIES.
DAMAGE TO W MURWE STRUCTURES G THE Wit REMN$04tt- OF THE RACING CONTRACTOR
TIE CONTRACTOR SNAIL PROTECT THE EXS1 NO TRAFFIC CONTROL LOUIS, B ESGTING TRAFFIC CONTROL LOOK ME
DAMAGED WRING CONSTRUCTION, THE ENTIRE LOOP WORE FROM T WON TB TFRMWAL SHALL BE KMAUD N
ACCORDANCE WITH GOKPNING AGlncY SIANDAMS AND RE W LATLDNS AT CONTIIACTOIS ONtSE
RLMWAL OF EMT— ASNTALT PAKMEMT, CONCAFTF COSS. MET CONCRETE SRDfWALKS WILL BE •MEAT UM' WIT SAWOR AAKMENT CUTTER. PEN REOUMEMEMTS MO SPLCIFICATIOWS OF THE AGfN OR MPMTWNT RESSOHSIME FOR fKN
LOCATION IF CC ME PAKMENT If E WALMET F. WHIMEXCAVRTIMG CONTAEY INIACMS, THE CONCRETE %MINK
W EI BE'NEAT LINE' NVRN A MKMEXI SAW
IF COMPECR(TL CUM RETURNS AND/OR SDEVTRUS ARE At— 0 W! TO CONWrt OR MANMOIF INSTALLATION, THE
WOR NACTOA SMALL FIND APPROKO HANDICAPPED NDEWALR ANTE CO. —I. ALMS IN COMOIMMCE CORM THE
APMORNAIE STATE S1AlUt1 S
All W rcRMLS NECESEAN IDS 'ME REPAIR OT SYREE IS. CURBS. SIDEWALKS, GANITARY SEWERS STORM SOWERS ANTE PUMAIC
SEAVI E UTILRES, MD THE INSTALLATIOR OI SUCI WTENWS SHALL M INCMFORMMU WITHTM—U.IMFMTS AMC
SFECiNI.TpNS OF THE AGENCY OE MPARIMEM RESPONSIBLE FOR IPA OPERATION ANG MAINTENANCE OF 1HE RE PANED
FACILITY
.1I WORE SMN U CO►OM to 1M SAECMKAIRM OF iH! NPSOCTIORAI PUN" A
AIL OPEN IRIRCH WRL M CLEARLY MARMD WITH BMRKAOSOR CONLS. STILL PLArESCA OTHER 1YPESD MLIDWNGENALL
TH rroVIOFp EO [OVER OPEN TRINCH IN TOM TRAVEL PORIMR OF 'HE Ff1S. T SE RATES OR RANGING SNAIL -
AOOWIE t0 SUN DAY III RORWI EAMKU EDAM AMICIPM ELD IN INS MG ANT) SMALL BE N PLAU WRING KI
MOR-WORAING MEAS
ILL Wit ACES 10 M RESPOND 10 ORIWEN COFWOTIOR. MD M.CAFHL TOM DOMFICTED AS SPFCFIED TRENCH
LDEXCAVATIOM IN SURFACES WHICH INCULCONCRETE TREATED APSE SMALL FOLLOW LOCAL AREA SKCNUTIORS.
COYSIRU[FgNSTARING
AN ANUS WHENt IMt CONDUIT ALIGNMENT IS NOT CLEAKY DEFINED W .IRS LINES, FENCE LIMES, OR DILA [MONO[ O
INE RIGHT-ON-1 INE ENGINEER WILL PRWDE CENTERS'*[ STAKES OR MITWAES WANT NY
RFOVWLD Tp Wl[ IXE
PMPOSED CONCUR ALIGNMENT EW DEAL
AMNNOE CENTERS WILL N IKLD STALED.1111 IMOHEER WHEN RtWMTfO WRN OFFSET STAKES AT RANT ANGLES Liu')
SO TM CORW IT IUGMM[Nt
CLOSURES IONtMaD IN TM MANS SHALL BE LOCATED BY THE CONTRACTOR. OMATIOI FROM ALAN LAYOUT SHALE BE
ARIA—DEYTNF FN ht(RPf OWIOCONWITAND/ORCLOSURE INSTALLATION.
H AOOTIONAC HflO STALING OR LOCATION D COMURS, MANHOLES, PROPERTY UNES, ETC. BECOMES MUSSMY. TM
CONTRACTORIS 10 WET— TM IMPICTOR OR IPA ENDORSES tWp WORKING CLAYS PRIOR SO BfGNMAG TIE WORK.
MIIIBNI-IRANCMISES . IASEMfN
NRSKAI WORK SMALL NOT BE STARTED UNTIL IPA GWFRNNG AGENCY NSWCION AND TM CONTRACTOR ME N
AW$F%SlON D AND PAW YE [POLY REVIEWED AND FULLY UN EIRSTMO MI MWRIONS MO SP(CINCAIIONS MY HOP1N
IN ME NfOOM. PPWR1 FMNCH IS S. MOTOR IMEMENIS
INKING FORFMM YO MAK A COPY OI Tnt rtnMISRANM'Nt$ ON Sn AT µL TMES.
AM CORSIKT BETWEEN WORE PRINT SPECWWONS AND SPECIFICATIONS SET EORTH UNDER WLAT[D PEWITS.
ERMCHISES, ANO/C L EASEMENTS MUCLEARED NY BE CLEARNY P1ONFN COMMN'Y AUTHORITY W IORE PROGRESSING WITH WONT
NVOLKO
TMFfIC
THIS AAOISCr Will INVOLVE TM AI ALONG A MAJOR ARTERIAL ROAD AND MAW IWENC YOURN SMOOO BE
ANIICIAIID
IN11OAM TRAFFIC FLOW STILL Of MAINTAINED AT ALL TMES. ONLY EQUIPMENT AND WTUMIS NECESSARY FOCI
IMMEWTELY SCHEDULED OR N rROGRISS WORK WILL BE W1IRRINED IN IPA WORK MLA. ALI OTHER EOUIMCIT AND
WRY ORALS WK BE'STORED ON STOCKMLEW IN SUCH A WNN[R M TO EUMWATE NRZARDOUf CONDITIONS FOR ERMEIC
M AfOS1RLAMS OUTING NON-WOR[NG OR SHUT OOWM PERM
TRAFFIC WARMMG dV105 AND SKINS SALMI CONIONM TO 1M WNUµ OR UNIfORM TMFIK C.1,11— 01I PAR
STMETS AND ION—$ IN S. GWLNxM[xr MIMING CAPPED) RAID TO TM NORM CAIOEIM STATE HIGHWAY OIWSION
SrMOMD SPKNICATIONS ION MG WAY WMTRUM1 MGM LEVEI DAMNING TYPE OTIM RARE TO BE =0 AT ALL
TIMES AND SPECIAL WINING DEVICES MAY U STNULATEO BY THE OURMSCKTIOMAL PEWIT AGENCY AT MY THE 1M USE
WALL AOD TO THE SAFETY AND MOTEMON OF TRAFFIC 01 PEOSTIIMNS IN THE COMTRUCTNW AREA
ALL CONWII TRINCHING M MVEO MEAT SMALL M M ILEO WITH CMTSMD GMKI ON COMIIETFLY CWUFD AT IPA
CO AMTIpN D EACH WOAKIRG DAY. MY BµKFILMD TRENCH SMALL M CAPPED WITH A MNNAUM LAnP OF ASPHALTIC
CONCRETECOO PATCH AT ME ENO OF EACH WORKING MY
THE COAL TRACTOR SHAII MARK THE CONWR iKNCN AND DPW( HIS CONSTRUCTION MU CLLAMY WOM MARKM[S,
CONFS,AND/OBOTMER TOSISLI METHODS MATALfRT THE PUSLKO III CONSTRUCTION ACRMTV
A 1HMHC COMPEL INAN SMALL BE INSPIRED N THE CONTRACTOR AS REQUIRED AND SUNN ID TO MIDI PEWRRII6
AGENCY BEOUCSTiNG SUCH PLAN MR RW EVIEAND MMOWIL ON NLVINOM PRIOR TO CWMENCNG AM CDNSTAESCTION
ACTIVITY FOB THIS MAU THE '*MOVED PLAN SMALL BE SUBMITTED TO ME AGFNaA A COry Of THE MN SNALIK
KEPT AT INE CONSTRUCTION SITE AND MUST BE REAOIY AVAAMBE NEVIf W BY THE AGENCY NEMFSENTAI W S
S111UCRNf Prol[CION
MANHOLES AND COMMA IT TO M PLACE. AOKkMT TO EXISTING STRUCTURES SUCH AS WWI BAYOU[ ECDAROWN IS
WRONG FOIWDA7p , WALLS. POWER MD TFLENIOME ROES AMC OTHER UTILTES SMALL MNNTNM A MNMUM
CLEARANCE AS SHOWN. THE CONTRACTOR SHALL NOT UNDERMINE AM Ap1KEMT ST RUCTORf WRHOUI SPECIFIC WIBTTEN
AENMSSOR FROM THE OWMER/ONEMTOR OF SUCH STRUCTURE.
SHORING USED AS FMMZTON ""T SMALL BE DESIGNED Y[CWULLY FOR WTM THE WE AMD DEAC LOADS OF III
STRUCTURE, OR IF ONLY THE CIAO LOAD 15 USED FOR DESIGN. I. CONTRACTOR SMALL 1RW XN A —MfO LAYOUT AND
AURA OF THE METHOD OF ESTABLISHING AND MAINTAINING INE .SIGN LOAD CO INS IT ROM DITCHERS. TRAARONS.
ETC I
Sit UTILI IY CL(ARANCE SECTION LADES FOR CLEMANCT CMFNM 10 PMK III OP DROSS UIKRIES
NIIMG UTTHS tEroSt O DURING IXDAVAiIOM MALL BE IIDEALSLENM RAIED Rr EITHER IAENCH IDSO 6LNG AND WSPEAN
OR BY W
INE USE OF LONGEfUCINµ TRAYS OR Mt10RMS K11KKlY SUFFORTCO BY AOIUSTMLL BUBONG LACES
EXISTING SPLICE CASES AND WllS SIWEI Be SUPPORTED AT SUEPERSION 14OM A CROSSING UW. SURRI SMALI BE
PLACID AT A MNIMUM SPKNEG UP NO NA MO —1 CONSIST OF A CANVAS SLING WIT. NYLON BEtTNG M PORE. ALL
CABLE LAFORTS SMALL M PEALED IN A MAINE%INAN MIVENTS CWRS M OTHER DAMAGE TO THE CABLE SIFATN,
M ACCEPTMLE µYERNATM t0 Wit WAGS WOULD BEM UTNRATIOM D A WRAP FLANGE, SLAM OR CHANNEL AS A
'CABLE IMY-wl1. ME Wl[f/GSES MMO[O N PIKE.
P m
IPACOMMIT. SHALL MOVI.F MOMMG FOR CONCUR 1.N EXCAVATION AZ'ONMETAL INDLTIMMEAWAEOI.—
'HE ITGH SLOE OF THE TRENCH MO FOR ALL MANIOC[ FIIGVATION.
WNNOU SMOKING WALL M TIGH14HEE TED.
µ/ SMOKING SHALL CONEORM 10 TM STANDARDS ANC SPECIFICATIONS OF LOCK COUNTY MO THE OCCVIATIONAL SAI
MD HEALTH ADMINISTRATION (CSHN.
SIOK NG SMALL BE DESIGNED LO MFA N-ZD HIGH WAY l WdNG.
THE CONTNKTp SHALL NMM All SAWINGAND DESIGN CALCVUTIOIIS TO THE PERMIT ISSUING AGENCY MCI TO
COMMENCING ANY CORSiNII[11OH ACTNm.

FEATURES
THIS ASS.N— IS RATED ROR A
STATIC DESIGN LOAD OF IS= LBS MIgI•(I"A ,,II
Ift.nD NI OVER A IO RSR Xn ISM u•MOA� ///'''ueY�—iT
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STATIC TEST LOADOF LS.tE:B$ .), � •RM
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BACKFILL MUST BE MADE
WITH ROCK FREE MATERIAL
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TYPICALS
' S'ANDARD LOAD RATING, 45.10 PWND WHEEL LOA❑ ON 10 K 20 FI Al
POLYMER CONCRET[ CONSTRUCTION
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TAPE TYPICAL DETAIL - TV 14
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RNERDUCT AND'OR
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TURN UP TWO 1.25' TRUMDUCT,
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N.T.S.

TYPICALS
PARALLEL CONDUIT DETAIL FOR NCDOT RIGHT-OF-WAY
NOT TO SCALE
VARIES
R� (L 3' MIN
/ R/W
VARIES VARIES — J— VARIES --
EXISTING GRADE ASPHALT SURFACE
PROPOSED (2) 1.25"
CONDUIT
" "/UNDISTURBED ROAD BED—/ 38" MIN~
l
PROPOSED (2) 1 25 "CONDUIT PLACED BY DIRECTIONAL �O,"O
BORE WI 3.0" BACK REAMER OR OPEN TRENCH/ 9F�c-
DIRECTIONAL BORE UNDER SECONDARY ROADWAY
NOT TO SCALE
DITCH LINE
VAR"
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DITCH LINE
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36" MIN
tt
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36" MIN
96�MIN i MIN
10'MIN 36"1MIN
15"MIN
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! 15"MIN
RADIUS
RADIUS
CASINGICONDUIT
DIRECTIONAL BORE UNDER CREEK BED DRY BORE UNDER ROADWAY
NOT TO SCALE
NOT TO SCALE DITCH LINE Cl-CH LINE
STING GROUND CREEK /
_ EXISTING GROUND PAVEMENT
36" MIN 136" MIN I '
1 36" MIN ''MIN 36" MIN 36''MIN 36 MA
15" MIN 15" MIN
RADIUS S MIN RADIUS I
/ D
CASING'CONDUIT AS SPECIFIED/
OONDUIT TO BE PLACED A MINIMUM OF 5 FEET CASINSXCONDUF AS SPECIFIE
BELOW CREEK BED
R
o[ ma
tl�sa-�e
BORE OETAu_ NiTN
(11 1-1 /4" INNfRMICTS. St)R-11

EXISTING GRADE
36"
TYPICALS
EXISTING GRADE
3'WX4'LX 3'D
EXCAVATION PIT ON R/W
DBORE DBORE
TIE-IN STATION
• BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO 2 FEET PAST THE INTENDED
TIE-IN. THEN TURNED UP TO DAYLIGHT.
• THE TIE-IN POINT IS EXCAVATED, THE CONDUITS CUT OFF WHERE THEY CROSS EACH
OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWO
CONDUITS AT THE DESIGN DEPTH.
• ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED. SHORED, OR SLOPED IN OSHA'S EXCAVATION STANDARD,
29 CFR 1926.650. 651. AND 652
DIRECTIONAL BORE TIE-IN DETAIL
NOT TO SCALE
SETUP FOR NORTH 4 SETUP FOR
BACKFILL IN 6" LAVERS VMTH ROCK
FREE MATERIAL AT 95%
COMPACTION RATE
Oe0Rcc
CULVERT CROSSING DETAIL
NOT TO SCALE
GROUND LINE
COVER
36" MIN RCP/CULVERT
O
OQORF 120" MIN OgC
i
EXISTING GRADE
DBORE
HANDHOLE CONSTRUCTION DETAILS, CONDUIT TO
HANDHOLE PROFILE FOR R/W CONSTRUCTION
NOT TO SCALE
16" 18"
HANDHOLE
24"X36"X36" 36"
11 l
EXISTING GRADE
DBORE
6-GRAVEL
6' GROUND ROD
ALL EXCAVATIONS OR TRENCHES 4FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED, SHORED. OR SLOPED ACCORDING TO THE PROCEDURES
AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION STANDARD, 29 CFR 1926 650,
.651, AND .652.
36" MIN

MATERIALS RAKE-OFF
Total Underground Rake Off
Unit Code &Description
Units
Estimated
Quantity
Actual
Quantity
144-COUNT FIBER OPTIC CABLE
FT
12,047
24-COUNT FIBER OPTIC CABLE
FT
466
2 1.25" HDPE SDR 11 CONDUIT
FT
10,412
HANDHOLES - 30" X 48" X 36"
EACH
9
HANDHOLES - 24" X 36" X 24"
EACH
8
FIBER MARKER POST
EACH
17
CUT AND REPLACE SIDEWALK CONCRETE
SO. FT.
175
CUT AND REPLACE SIDEWALK BRICK PAVERS I
SO. FT.
25

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NINWUN 0.111 3r
PROPOSED FIBERTECH AERIAL
PROPOSED TTBERTECH UNDERGROLRIO
RIGHT OF WAY
—•—•—
FENCE
...
GUARDRAJL
DITCH UNE
—�•—.�— SIDEWALK
}—(
CULVERT
®
EXISTING UTUTY POLE
®
PROPOSED FIBERTECH HMRRNY.E
m
PROPOSED FIBERTECH PEOMAL
®
fJOS w NANDNOI.E
®
EXISTING PEDESTAL
,A.
FlRE HYDRANT
{
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a
E) W MWOff
ti
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_._
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•
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CAS VALVE
C
CATCH BASIN
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TRANSFORIWER
SGLE 1 •-SD'
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LEGEND
PROPOSED FIBERTECH AERUL
- — — — - PROPOSED FIBERTECH GNDERCROUND
—^^
---- RICHT OF WAY
—�—.—
- -
FENCE
-
GUARDRAIL
DITCH LNE
—•�—..— SOEWALK
�(
CULVERT
®
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®
PROPOSED nWrECH HANOHOL£
®
PROPOSED FIBERTECH PEDESTAL
®
EXr5nNC WRDHOLE
®
ExrsnNG PEDESTAL
4
FIRE HYDRANT
LIGHT POLE
®
E%61NG MANHOLE
.y
SEWER MANHOLE
WATER VAULT
WATER VALVE
GAS VALVE
®
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a
TREE
w
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MARWEBLVD NS"17-BUs� ~` NC24 BR E
PROPOSED FIBfRTECH AERIAL
PROPOSED FISERiECH UNDERGROUND
mart OF WAY
—•—•—
FENCE
GLYRDRAL
DRCH LIKE
SDLWAU(
—»—..—
j---�
CULVERT
®
EXISTING UTIUTY HOLE
®
PROPOSED RSERIECH FIADHOLE
®
PROPOSED FlBERTECH PEDESTAL
®
DMNG wwDHOlE
(m
EXISTING PEDESTAL
A
FIRE HYDRANT
UGHT POLE
©
E)USTING MANHOLE
:J
SEWER MANHOLE
'._
WATER VAULT
-
WATER VALVE
GAS VALVE
C
CATCH BASIN
Q
TREE
—�
TRANSFORMER
0 1.,
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C
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$
$
RN
for
fF

-500 fi
t4
MATCH TO SHEET 7
PROPOSED FSERTECH AERIAL
PROPOSED FOUnEcm uNomom
ROO OF WAY
GUARCOW
OFTCH LK
SIDEWALK
CULVERT
OMW URM POLE
PROPOSED MERTECH wxmw
PROPOSED FOERtECH PEDESTAL
FMmj
Dasm Homw
OM
DISM PEDESTAL
fL
FIRE HIVDW
UGK POLE
omm waw
SEWS MANHOLE
I=
WATER WILT
I
WATER VALVE
GAS VALVE
CATCH BASM
TREE
TRIANSFORIO
is
u
fli

MATCH TO SHEET 6
P
PROPOSED FIBERTECH AERIAL
— — — - PROPOSED F;80raH UNDERGROUND
-- -�
-- taGHT OF WAY
—•—•—
FENCE
GUARML
^M�^M
DOCH UNE
— M— SIDEWALK
�(
CULVERT
®
EXISTING JnUTY POLE
®
PROPOSED flBERTECH NANOHO E
m
PROPOSED AKRTECN PEDESTAL
�.
NN
DUSTING WMHOLE
©
DUSTING PEDESTAL
,q.
nRE HYDRANT
LGHT POLE
DOSTI G MANHOLE
y
SEWER MANHOLE
.+..
WATER VAULT
WATER VALVE
GAS VALVE
CATCH BASRN
M©
W
TREE
—®
TRANSFORMER
aC
SCALE: 1'-50' C. Wlon YW
P
fi� �OIY F 11pI01CLRXE MO Ml1QnYn 9I
90�p1Q �G
��
�
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AEN9p1
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PROPOSED FIBERTCH AERIAL
PROPOSED RMITECH UNDERGROUND
-- -
- RIGHT OF WAY
—�—•—
FENCE
GUARDRAIL
DRCH lNE
SIDEWALK
—�.—r—
<
CULVERT
m
CISTING UTILITY POLE
®
PROPOSED RBERTECH NANDHOLE
®
PROPOSED RBERTECH PEDESTAL
®
EXISTING HANDHOLE
am
BUSTING PEDESTAL
q
FOE HYDRANT
LIGHT POLE
®
EXSW MANHOLE
SEWER MANHOLE
WATER VAULT
S
WATER VALVE
GAS VALVE
O
CATCH BASIN
a
TREE
TRANSFORMER
SCALE: N'-SO' wwwn rw•el.
s+Wft m�moa A nWla �mrms .e xoeNloA ax
sm 1- - ncmwwa

LEGEND
.�`�- j -- jF±-"-' -^- • r - 1. PROPOSED ABERIECH AERAL
CROSSING PROFILE �j� ( CROSSING PROFILE ----- PROPOSED ETBERTECH UEi1ERGROUND
RIGHT OF WAY
COLLEGE ST FACING EAST MILL AVE FACING SOUTH —.—.— FENCE
m wr I - , we nr n� wr GW7DRIA
cuvERr
E ,.I STWG URUTY POLE
VOLPROPOSED FlBERfELH NwDHOLE
rr a! ar ® PROPOSED FlBERTEDI PEDESTAL
I% 1 .* fr ® EXSMG wWDHOtE W f I ' ® DIVING PEDESTAL
f i NC TR D � aar. ,yp[. FtltE NYDRWi
2 r'PEIW rnNG PACKAGE , M
" Q 1 /� ^�+. UGHT POLE
/I �A��II�y� w
SYC OT FAYEITWit SC-NC-Oa]J� �A d,' y
LATITU06 : 3ATSOSaS ® E%ISDN OlE
DNaT wE 77.a]OWd
j� SEWER ww a t
• DIELECTRIC__. TER VAULT
J z�
. TO NODE POLE WATER VALVE
r A„
PLACE --. `.
BORE TO Y TAM >W (�) ]O'rM'v.76' wwOH0.E ss �A, u " GAS VALVE
.� —w. DEPM OF ♦ .CUT AND RESTORE 35 SO.
e� a'w i` f -„'.c C CATCH BASIN
BELOR Cftt ROADWAY �� FT. E 100'tS CK LOOP
A , � j' J yr .�, a TREE
` i f - -.LEAVE 100' 9.ACK LOOP fy I '�"e<,y.
f Allow,
�}' b
iiW15FORYFR
GE S-r
N" (T) 24r]6 ,Q4 HANDHOLL i _ • _ t� •11 ,�D) .:_.;. �f}���_-�.
/.LEAVE ,DD• SLACK LOOP33,
! •.x J. R °v I I
/0 \ A*ADIRECT'--
ETYWIE- �1Cn WAUIT• ...t
s * .ti g• . E - BORE TO YARtTAIII
6t•HFMWAHDHD--RA OEP
HOaYTTi OiWM7ANDHOLE �aY•Q
�
,f \` �` -�
YNNTAtN NNONY 6' HORIZONTAL �P� � ri
Y KAZ SEPARATICN
OJ '. w�.2 Q FRpI E7DSTIWATER AND 51:1LG TU
FRASTAUC7UAE �P� icn...r�r• \\\` SCALE: 6gUE: 1'"SO' C,E Man yw aq.
CROSSING PROFILE.�c�%�!
e� l p) a I�aRnmr�in � uo o.LFF.n �L
3RD ST FACING SOUTH Y
-i T
y,
,�J
a+c
dti
i 1 ECT YAKAGER Y Nwi EaGu Y P
PROJECT EHGANEER FeWi
1 = r ' + 1 .�. •� ////' %iOIE NUY6ER U301T3).Ye4aMb
y DESCR—KHI MC It GM
• Q - '!�•Ai' V �:K aim /%.�f'+�i! - � 1 .�� DESCR�a�'KMf au.a. .a... • ry
uEf

PROPOSED FIBERTECH AERML
PROPOSED RBERTECH UNDERGROUND
-+� -
RIGHT OF WAY
—•—•—
FENCE
^. w�
GUARDRAIL
DITCH LINE
—r�r.-- SIDEM LK
�(
CULVERT
m
DUSTING UTILITY POLE
®
PROPOSED F18ERTECH HANOIOLE
am
PROPOSED FSERTECH PEDESTAL
®
DUSTING HNCHOIE
ICU
DXTNG PEDESTAL
„n.,
FIRE HYDRANT
A
LIGHT POLE
©
DZTNG IMNIWOLE
®
SENER IIANHOLE
®
WATER VAULT
I
HATER VALVE
s
GAS VALVE
0
CATCH BASIN
TREE
--m
TRANSFORMER
0 iQ l0' ]0' •0' ]0'
SCALE 1*.50' Cdl
/;� 'flYQY 0]IO016 A Mop 4Yi11p14
'�Yi) I MI srt namr�c
GR Dp OW 01L/*w0
MATCH TO SHEET II

MATCH TO SHEET II LEGEND
- PRO RBERTECH AR
ijr HAND •LICE DETAIL �- w
! 2I Fl RTEON U ND
i ORIEC{IIdNII �dC ` t - RICM OF WAY
Ji r+ (� 1.Mr HOPE SDR 11 CONDUIT y I 1 ... .-1 FENCE
- 1) ,M OIEtECTM FOOR I
MWIMW DEPTH . SS I Gl1AROWJL
1.+0' +� `,' ' 1� ! ".w ) 1"�� -Y-N Dff07 UNE
eTOP i
•- 60 FR /OM KANDNOLE } I , _ SIDERAIX
>►so TO NANDHOtE JL-n.■ U ? t �< CULVERT
f RP{A= i
� ® amTNc unurr PaLt
//j L� P io rmE rDlr m PRo� �"
DHouE
PERWITIN6 PACKAGE E .. PROPOSED FIBERFECH wWESTAL
_ NODES
NOT INCUU � I dLC MRE �E4E I ■ • t� # ® PROPOSED f1BERFECH PFDESi11
• (E) ! n. (r • ''-- N -' DOSIMG IWONOLE
01 FA�£TPALE 9C-NC-W7S dtf�µ RESTOREN�IR .. '� i ® a15iMC PEDESTAL
LAlrftjOE Wro17UOE :-77.42a71 - 'rt. CONCRETE sDEwK , _ . '� ALL FIRE NTDRNrt
( / .LEAK ,Dv SLACK LCDP 2' ; ® UGNT POLE
i ,. t'njEw `�•.�,� `• . + NI �4,- i Mw e I MAIN TAw 1aMMN "'MAMMA aISRNG MANHOLE
BR1pGEST(C17y 3' "}� ""_- 7° As cAND n c AWoieI ONanol SEWERMEWgLE
` 1 y' r. .B tIL WATER VAULTVALVE
� AlNEp) � r is��j�`_ '-� � i : WATER wiwE
J- _
•-. .w- GAS VALVE
I i
CATCH RISEN
TREE
PLACETRANSFORMER
76' NEW BRIDGE 01
(1) 2a'1]B••24• HAIpWIE _ /�
.LETS EV�ArlrlSy
1 ..LEAK t00'
OIRECMINAL BORE: [ORE TO MAINTAIN
N (2) 1.25• HOPE SDR 11 CON AT f MINIIIUY DEPTH OF i R
( : - (1) 24 MDEPTHC- F�BEA � �BELDW CITY IiDADWAT ? sl .� S
4
r I Mwluuu DEPTH . at•
0 FIBER SECUDN A -
f a' 11) 2. FIBER optic CABLE (DIELEI C) paECI1DNK
• j'F_. LINEAR FOOTAGE - 170' 1.2W FROM HAN E
MEASURED LENGTH - 370• (2) 133• HOPE SDR 11 CRAUIT ;
I i CUT lENO7H - ]89• (1) IN DIELECrFdc FIBER ro f
Vr;,'" "a MIIV DEPTH . 76•
i •�I `I � 1 A.w.M. �w
1 SCALE: t•-so' aF mmn yw oN.
8kSSING PROFILE �N
� F��,mWRE A. FP01R1OA
NT BRIDGE ST FACING WEST 1 � �` f � ��•T
NMOI■t
F4� DR rn■Bn
■ ■
PR ECTMANAGER. Msi■ME
WL P ECT ENDINEER i
r >r f" x PRO ECT NUAMR UA,ri1
fJAWRmue
pERCRIPFpN MC 78 CmAM C.F

PROPOSED F18FRTECH AERK
PROPOSED FISERTECH UNDERGROUND
—M
RCM OF WAY
—.--�—
FENCE
MIARDRA0.
DITCH LINE
—.�—M— SIDEWALK
)---(
CIAYERT
®
EXISTING UTILITY POLE
®
PROPOSED FlBERTECH HANotw
®
PROPOSED FIBERTECH PEDESTAL
®
DUSTING HANDHM
®
DUSTING PEDESTAL
rK HYDRANT
LIGHT POLE
®
D STING MANHOLE
m
SEWER WNHOLE
m
WATER VAULT
i
WATER VALVE
GAS VALVE
O
CATCH BASH
Q
TREE
— D
TRANSFORNFR
AM
o ivmcup
SCALE. f'—SO'
.n e.ere.
CJ Mon rw ay
SImL � W �f40 IYX(16 n0 �IYOI i{£
Ym 11a � namwc

NEW BRIDGEST (C14 �&UNNTAAINED)
S7- (crr�,
PROPOSED FIBERTECH AERK
PROPOSED FIBERTECH UNDERGROUND
..'a OF WAY
FENCE
is
GUARDRAIL
WCH LINE
SKWAUK
CULVERT
DUSTING UTILM POLE
PROPOSED FIMCH HANDHOLE
PROPOSED FIEERTECH PEDESTAL
casnAc WADHoLE
D3STING PEDESTAL
FIRE HYDRANT
UCHT POLE
FUR
DOSTING MANHOLE
SEWR MANHOLE
WATER VAULT
WATER VALVE
GAS VALVE
CATCH BASIN
TREE
TRANSFORMER
o to* w w � w
SCALE .—So.

SiATTn '
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
February 23, 2018
Lightower Fiber Networks
Attn: Ross Turner
300 Meridian Centre Blvd
Rochester, NY 14618
SUBJECT: Encroachment Agreement on US17 BUS
Onslow County (E031-067-18-8685)
Dear Ross Turner:
JAMES H. TROGDON, III
SECRETARY
Attached for your tiles is a copy of Right of Way Encroachment contract properly executed. This
contract covers the following:
Telecommunications: Located at Chaney Creek Bridge #29. Placing 956 Linear feet of (2) 1.25"
HDPE SDR 11 conduit by means of horizontal directional drilling. All conduit in NCDOT
maintained area will bored at a minimum of 36" deep parallel to, 10" deep crossing under
NCDOT roadways, and 15' in NCDOT controlled Access. This approval is subject to this work
being done in accordance with the attached plan sheet and special provisions.
Sincerely,
VWAA �. C'0�'k
T-U2
Karen E. Collette, P.E.
Division Engineer
KEC/PR/cgd
Attachments
cc: David Sawyer, Onslow County Maintenance Engineer (Electronic File)
File (Electronic File)
!Nailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
295A WILMINGTON HIGHWAY
JACKSONVILLE, NC 28540
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website. wwwmcdol.gor
Location:
295 A WILMING rON HIGHWAY
JACKSONVILLF, NC 28540

DIVISION 3, DISTRICT 1 ONSLOW COUNTY
ENCROACHMENT RECOMMENDATION
TO: District 1 Office FROM: Onslow Maintenance 2/22/2018
ENCROACHMENT #: E-67-18-023 Encroachee's Work Order
Name of Encroachee: Lightower Fiber Networks
Ross Turner [phone]
300 Meridian Centre Blvd
Rochester, NY 14618
3rd Party, if any:
Route:
US17 BUS
Project:
U20123-7
Description of Encroachment:
Telecommunications: Located at Chaney Creek Bridge #29.
Placing 956 Linear feet of (2) 1.25" HDPE SDR 11 conduit by
means of horizontal directional drilling. All conduit in NCDOT
maintained area will bored at a minimum of 36" deep parallel to,
10" deep crossing under NCDOT roadways, and 15' in NCDOT
controlled access.
Bond Amount:
No Bond Required Is it a Continuing Bond?
Was Bond
Received?
J Date Bond Posted: Bond to be Posted ❑
Bond Comments:
Fiber
Technologies Solutions # 016053007
YES
0
NO
SPECIAL PROVISIONS
0
WITHIN T.I.P. T.I.P. NUMBER:
C�
0
WITHIN CONTROLLED ACCESS
7
0
WITHIN CITY/TOWN LIMITS CITY: Jacksonville
a
n
RIGHT-OF-WAY GUARANTEED
0
WITHIN 0.5 MILES OF SIGNALIZED INTERSECTION
Comments:
�l n

ED31-D(o-7- I�-8��5
UIS 1-7 1g %A$
ROUTE See below PROJECT
U20123-7 COUNTY OF
STATE OF NORTH CAROLINA
Onslow
DEPARTMENT OF TRANSPORTATION
-AND-
Lightower Fiber Networks
300 Meridian Centre Blvd
Rochester, NY 14618
RIGHT OF WAY ENCROACHMENT AGRFFMFNI
PRIMARY AND SECONDARY HIGHWAYS
THIS AGREEMENT, made and entered into this the day of 20 by and between the Department
of Transportation, party of the first part; and Lightower Fiber Networks
party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Routes) US-17
located Along US-17 (Marine Blvd)
With the construction and/or erection of: Placing 956 Linear feet of (2) 1.25' HDPE SDR 11 conduit by means of horizontal directional drilling.
All conduit in NCDOT maintained area will be bored at minimum of 36" deep parallel to, 10' deep crossing under NCDOT roadways and
15deep in NCDOT Controlled Access.
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first
part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as
indicated, subject to the conditions of this agreement:
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and
privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part
hereof upon the following conditions, to wit'
That the installation, operation, and maintenance of the above described facility will be accomplished in accordance with the party of
the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS -OF -WAY, and such
revisions and amendments thereto as may be in effect at the date of this agreement. Information as to these policies and procedures
may be obtained from the Division Engineer or State Utility Agent of the party of the first part.
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe and
proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance
thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures
necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the party of the first part
shall require the removal of or changes In the location of the said facilities, that the said party of the second part binds himself, his
successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the
party of the first part.
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights.
Flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices
for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained
from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and
claims for damage that may arise by reason of the installation and maintenance of this encroachment
That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the
Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during
construction and maintenance to prevent eroding of soil; sifting or pollution of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces or other property; or pollution of the air There shall be compliance with applicable rules and regulations
of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances
and regulations of various counties. municipalities and other official agencies relating to pollution prevention and control. When any
installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to
remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the
first part
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the
Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the construction site, at all times during construction. a copy of this
agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all work unless
evidence of approval can be shown
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part
agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed.
Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will
not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves
the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the
first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not
begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the
second part from the party of the first part.
During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as
the "contractor"). agrees as follows
a. Compliance with Reoulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally -
assisted programs of the U. S Department of Transportation, Title 49, Code of Federal Regulations. Part 21, as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and
made a part of this contract.
b. Nondiscrimination. The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials
and leases of equipment The contractor shall not participate either directly or indirectly in the discrimination prohibited by
Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B
FORM R/W 16.1 (Rev. July 1, 1977)

of the Regulations.
c Solicitations for Subcontracts including Procurements of Materials and Equipment. In all solicitations either by competitive
bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of
materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the
contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color,
or national origin.
d information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives
issued pursuant thereto, and shall permit access to its books, records. accounts, other sources of information, and its
facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent to
ascertain compliance with such Regulations or directives Where any information required of a contractor is in the exclusive
possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Department of
Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain
the information.
e. Sanctions for Noncompliance In the event of the contractor's noncompliance with the nondiscrimination provisions of this
contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration
may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part.
f Incorporation of Provisions; The contractor shall include the provisions of paragraphs "a" through "f" in every subcontract,
including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued
pursuant thereto. The contractor shall take such action with respect to arty subcontract or procurement as the Department
of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with,
litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of
Transportation to enter into such litigation to protect the interests of the Stale, and, in addition, the contractor may request
the United States to enter into such litigation to protect the interests of the United States.
R/W (161) Party of the Second Part certifies that this agreement is true and accurate copy of the form
R/W (161) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first
above written
ATTEST OR WITNESS:
DEPARTMENT OF TRANSPORTATION
t3
DIVISION ENGINEER
Ross Turner - Design Engineer II Matt Ward, E.I. — EVP, Operations
Ublis Engineering P.A, Utilis Engineering, P.A.
Second Party
INSTRUCTIONS
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation
secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City
official is on file in the Raleigh office of the Manager of Right of Way. In the space provided in this agreement for execution, the name of
the corporation or municipality shall be typed above the name, and tile of all persons signing the agreement should be typed directly
below their signature.
When the applicant is not a corporation, then his signature must be witnessed by one person The address should be included in this
agreement and the names of all persons signing the agreement should be typed directly below their signature.
This agreement must be accompanied, in fhe form of an attachment, by plans or drawings showing the following applicable information.
1. All roadways and ramps.
2 Right of way lines and where applicable, the control of access lines.
3. Location of the existing and/or proposed encroachment.
4. Length, size and type of encroachment
5. Method of installation_
6 Dimensions showing the distance from the encroachment to edge of pavement, shoulders, etc.
7. Location by highway survey station number. If station number cannot be obtained, location should be shown by
distance from some identifiable point, such as abridge, road, intersection, etc (To assist in preparation of the
encroachment plan, the Department's roadway plans may be seen at the various Highway Division Offices, or at the
Raleigh office.)
8. Drainage structures or bridges if affected by encroachment (show vertical and horizontal dimensions from
encroachment to nearest part of structure).
g. Method of attachment to drainage structures or bridges.
10. Manhole design.
11. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, sidewalks, etc.
12. Length, size and type of encasement where required.
13. On underground crossings, notation as to method of crossing - boring and jacking, open cut, etc.
14. Location of vents,
GENERAL REQUIREMENTS
Any attachment to a bridge or other drainage structure must be approved by the Head of Structure Design in Raleigh
prior to submission of encroachment agreement to the Division Engineer.
All crossings should be as near as possible normal to the centerline of the highway.
Minimum vertical clearances of overhead wires and cables above all roadways must conform to clearances set out in
the National Electric Safety Code.
Encasements shall extend from ditch line to ditch line in cut sections and 5' beyond toe of slopes in fill sections.
All vents should be extended to the right of way line or as otherwise required by the Department.
All pipe encasements as to material and strength shall meet the standards and specifications of the Department.
Any special provisions or specifications as to the performance of the work or the method of construction that may be
required by the Department must be shown on a separate sheet attached to encroachment agreement provided that
such information cannot be shown on plans or drawings.
The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation
included in this agreement.

ENCROACHMENT AGREEMENT E-67-18-023
SPECIAL PROVISIONS Onslow County
SPA Effective July 1, 2010, all flagging operations within NCDOT Right of Way require
qualified and trained Work Zone Flaggers.
Effective July 1, 2011 qualified and trained Work Zone Traffic Control Supervisors
will be required on Significant Projects.
Training for this certification will be provided by NCDOT approved training sources
and by private entities that have been pre -approved to train themselves. If you have
questions, contact our web site at www.nedot.org/—wztc, or contact Stuart Bourne,
P.E. with NCDOT Work Zone Traffic Control Unit at 919-250-4159 or
[e-mail].
The Continuing Indemnity Bond (Fiber Technologies Networks, L.L.C. Bond #
016053007) is posted with the North Carolina Department of Transportation is
hereby obligated to cover work under this encroachment agreement, The applicant
shall notify NCDOT at 910-467-0500 upon completion of the work for a final
inspection to be performed by NCDOT personnel. After the project has been
completed for ONE YEAR and upon request NCDOT personnel will conduct a final
inspection. If found satisfactory the bond will be released.
SP 3 An executed copy of this encroachment agreement shall be present at the
construction site at all times during construction. NCDOT reserves the right to stop
all work unless evidence of approval can be shown. If safety or traffic conditions
warrant such action, NCDOT reserves the right to further limit, restrict, or suspend
operations within the right of way.
SP 4 Materials and workmanship shall conform to the NC Department of Transportation's
Standards and Specifications.
SP 5 The encroaching party is required to contact the appropriate Utility Company (ies)
involved and make satisfactory arrangements to adjust the utilities in conflict with
the proposed work prior to construction.
SP 5A Any alteration or deviation concerning the location of this utility as proposed by the
attached approved plans, shall not be allowed until written approval in the form of an
approved revision has been applied for, approved, and made a part of this agreement
package and onsite. Failure to comply with this special provision shall result in an
immediate work stoppage and removal of the installed utility or appurtenances.

SP 6 Proper temporary and permanent measures shall be used to control erosion and
sedimentation in accordance with local, State and Federal regulations. If any area in
excess of one (1) acre will be disturbed, the Encroachee shall submit to the District
Engineer's Office a Sediment and Erosion Control Plan which has been approved by
the appropriate regulatory agency or authority prior to beginning any work on the
Right of Way. FAILURE TO PROVIDE THIS INFORMATION SHALL BE
GROUNDS FOR SUSPENSION OF OPERATIONS.
SP 7 Please notify the DOT Traffic Engineer one (1) week prior to any excavation within
1/2 mile of a traffic interceptor. The telephone number is 910-341-0300.
SP 8 Proper traffic control devices, signs, etc. shall be installed to insure public safety in
accordance with the latest edition of the Manual on Uniform Traffic Control Devices
and any supplements.
The Encroachee shall provide traffic control devices, lane closures, road closures,
positive protection and/or any other warning or positive protection devices necessary
for the safety of motorists and workers during construction and any subsequent
maintenance. This shall be performed in accordance with the latest NCDOT
"Roadway Standard Drawings" and "Standard Specifications for Roads and
Structures" and Amendments or Supplements thereto. When there is no guidance
provided in the Roadway Standard Drawings or Specifications, comply with the
"Manual on Uniform Traffic Control Devices for Streets and Highways" and
Amendment or Supplement thereto. Information as to the above rules and
regulations may be obtained from the NCDOT Division 3 Engineer.
The needs and control of all road users (motorists, bicyclists, and pedestrians within
the highway, including persons with disabilities in accordance with the Americans
with Disabilities Act of 1990 (ADA), Title 11, Paragraph 35.130) through a TTC zone
shall be an essential part of highway construction, utility work, maintenance
operations, and the management of traffic incidents.
SP 14 Approval of this Encroachment does not include any portion of the work outside the
North Carolina Department of Transportation's Rights of Way. Any private property
destroyed or damaged in the construction shall be the responsibility of the encroachee.
SP 17 No lane closures shall be allowed between the hours of 6:00 am to 9:00 am, and
4:00 pm. To 7:00 pm, (Peak hours restricted.) Further restrictions may apply due to
traffic conditions. No Lane Closures on weekends
SP 19 No lane closures or impediment to traffic shall be allowed on state holidays and local
events.
SP 20 Any work requiring equipment or personnel within five (5) feet from edge of
pavement on undivided highways or ten (10) feet from edge of pavement on divided
roadways, shall require a lane closure with appropriate tapers as per NCDOT
standards.

SP 21 Open cut of pavement shall not be allowed.
SP 28 Only one lane closure in each direction.
SP 29 All excavations inside the theoretical 1:1 slope from the existing edge of pavement to
the bottom of the nearest trench wall shall be made in accordance with the following
conditions:
A. All trench excavation inside the limits of the theoretical 1:1 slope as defined by
the policy, shall be completely backfilled and compacted at the end of each
construction day. No portion of the trench shall be left open overnight.
B. The length of parallel excavation shall be limited to the length necessary to install
and backfill one (1) joint of pipe at a time.
C. Traffic shall be moved to a travel lane outside the limits of a theoretical 1:1 slope
from the bottom of the nearest trench wall to the pavement surface.
D. Installation of trench shoring shall be accomplished with minimal over -
excavation. TRENCH BOXES SHALL NOT BE USED AS SHORING.
E. An NCDOT Inspector, the cost of which to be borne by the party of the second
part, shall be assigned to this project if deemed necessary by the Division Engineer.
F. The trench backfill material shall meet the Statewide Borrow Criteria. The trench
shall be backfilled, in accordance with Section 300-7 of the January 2006 Statewide
Standard Specifications for Roads and Structures, which basically requires the
backfill material to be placed in layers not to exceed six (6) inches loose and
compacted to at least 95% of the density obtained by compacting a sample in
accordance with AASHTO T99, as modified by DOT.
G. At the first sign of trench failure, a trench shall be immediately backfilled with
materials consisting of A-1, A-3, A-2-4 soils or A-4 soils having a maximum of 45%
passing a No. 200 sieve and a maximum P.I. of 6. All work shall cease, the Division
Engineer shall be contacted. The Party of the Second Part shall be required to repair
any damage to the pavement caused by the excavation.
SP 29 Any excavation encroaching upon the theoretical 1:1 slope from the edge of
pavement of any NCDOT-maintained road shall require temporary active shoring.
No work shall be performed prior to a temporary active shoring submittal, which
includes design, calculations, and a geotechnical report, being reviewed and
approved by NCDOT. It should be noted the review time for this submittal will be a
minimum of two months.
SP 32 No part of any pit shall be within three feet of edge of pavement or back of curb.
SP 36 All equipment and materials shall be removed from the right of way when not in use.

SP 37 This encroachment is approved with the understanding that the North Carolina
Department of Transportation does not guarantee the right of way on this road, nor
will it be responsible for any claim for damages brought by any property owner by
reason of the installation.
SP 41 All curb and gutter disturbed or damaged shall be removed to the next joint and
replaced.
SP 42 Private driveways disturbed as a result of this encroachment shall be restored to the
satisfaction of the District Engineer.
SP 43 Ingress and egress shall be maintained to all businesses and dwellings affected by the
project. Special attention shall be paid to police and fire stations, fire hydrants, and
hospitals.
SP 44 The proposed utility shall be located a minimum of five (5) feet from the nearest part
of bridges and culverts, including the toe of wingwalls and scour apron and a
minimum of two (10) feet below streambed.
SP 47 Any drainage structure disturbed or damaged shall be restored to its original
condition as directed by the District Engineer.
SP 49 In bore or open cut areas, pavement settlement and pavement buckling shall be
repaired as directed by the District Engineer. This may include removal of
pavement, a two hundred (200) foot mechanical overlay, pavement markings, etc. as
directed by the District Engineer. All open cuts should be coordinated with NCDOT.

SP 50 Directional Boring shall follow the following: Directional drilling methods have not
been given statewide approval for use on NCDOT right of way. Under no condition
shall jetting alone or wet boring with water of utility pipelines be allowed.
Directional boring using jetting with a Bentonite (or equivalent material) slurry is
approved at a minimum depth of ten (10) feet below the pavement surface (fifteen
(15) feet below the surface of partial and/or full control of access roads] and five (5)
feet below any ditch line. Any parallel installation utilizing the directional boring
method shall be made at a minimum depth of three (3) feet (cover) below the ground
surface and outside the theoretical 1:1 slope fi•om the existing edge of pavement
except where the parallel installation crosses a paved roadway. All directional bores
shall maintain ten (10) feet minimum (clear) horizontal distance from the nearest part
of any structure, including but not limited to bridges, footings, pipe culverts, or box
culverts. All directional bores shall maintain ten (10) feet minimum (clear) vertical
distance from the nearest part of pipe culverts or box culverts. Directional bores are
not allowed beneath bridge footings, culvert wingwall footings, or retaining walls.
The tip of the drill string shall have a cutter head. Detection wire shall be installed
with non-ferrous material. Any changes shall be submitted to the District Engineer
for approval prior to construction. For multiple conduit installations (including
perpendicular and parallel installations), install conduits with five (5) feet minimum
(clear) horizontal separation between each conduit or install multiple conduits within
a single duct. An overbore shall not be more than two (2) inches greater than the
diameter of the pipe, encasement, or duct. An overbore exceeding two (2) inches
greater than the diameter of the pipe, encasement, or duct will be considered if the
encroachment agreement includes a statement signed and sealed by a North Carolina
Registered Professional Engineer indicating that an overbore in excess of two (2)
inches of the diameter of the pipe, encasement, or duct will arch and no damage will
be done to the pavement or sub -grade. HDPE Pipe installed by directional boring
shall not be connected to existing pipe or fittings for one week from the time of
installation to allow tensional stresses to relax. Locations of these installations
where these special considerations are to be adhered to shall be shown on the
drawings submitted for review
SP 55 The encroaching party shall comply with all applicable state and federal
environmental regulations, and shall obtain all necessary state and federal
environmental permits, including but not limited to, those related to sediment
control, stormwater, wetland, streams, endangered species, and historical sites.
SP 56 Trenching, boring pits, and/or other excavations shall not be left open or unsafe
overnight. The contractor shall comply with all OSHA requirements and provide a
competent person on site to supervise excavations at all times.
Any part of excavations within the theoretical 1:1 slope of the roadway shall have
active shoring in place and the approved plans at the construction site.
SP 57 Any pavement damaged due to installation of this facility or damaged by equipment
used to install this facility shall be resurfaced to the satisfaction of District Engineer.

SP 74
All areas disturbed by this encroachment work shall be seeded Der the below noted seed detail.
SEED DETAIL
After the installation of the utility is complete, the area disturbed in a non-residential shall be
seeded as follows:
50 lbs./acre
Tall Fescue
5 lbs./acre
Centipede
50 lbs./acre
PENSACOLA Bahiagrass
500lbs./acre
Fertilizer
4000lbs./acre
Limestone
All residential areas must be hand finished as directed by the Engineer to give a "lawn type
appearance" and the following seed mix should be applied:
50 lbs./acre
Tall Fescue Type I
50 lbs./acre
Tall Fescue Type II
5 lbs./acre
Centipede
500lbs./acre
Fertilizer
40001bs./acre
Limestone
Type I and Type II Tall Fescue shall be separate varieties chosen from the list below:
Adventure
Adventure II
Amigo
Anthem
Apache
Apache II
Arid
Brookstone
Bonanza
Chesapeake
Chieftain
Coronado
Crossfire II
Debutante
Duster
Falcon
Falcon II
Finelawn Petite
Finelawn
Finelawn I
Genesis
Grande
Guardian
Hounddog
Jaguar
Jaguar III
Kentucky 31
Kitty Hawk
Monarch
Montauk
Mustang
Olympic
Pacer
Pixie
Pyramid N
Rebel
Rebel Jr.
Rebel II
Renegade
Safes
Shenandoah
Titan
Tomahawk
Trailblazer
Tribute
Wrangler
For all mixtures:
May 1- August 3 1 - add 10 lbs./acre Kobe or Korean Lespodeza
September 1- April 30- add 10 lbs./acre Rye Grain

SP 75
Environmentally Sensitive Areas
This project is located in an "Environmentally Sensitive Area". This designation requires special
procedures to be used for clearing and grubbing, temporary stream crossings, and
grading erations
within the area identified on the plans. This also requires special procedures to be used for seeding and
mulching and staged seeding within the project.
Clearing and grubbing:
In areas identified on the erosion control plans as `Environmentally Sensitive Areas", clearing
operations can be performed, but not grubbing operations until immediately prior to beginning grading
operations as described in Section 200, Article 200-1, in the Standard Specifications. The
"Environmentally Sensitive Area"' shall be defined as a 50 foot buffer zone on both sides of the stream
(or depression) measured from top of streambank (or center of depression.) Only cg operations
learin
(not grubbing) shall be allowed in this buffer zone until immediately prior to beginning grading
operations. Erosion control devices shall be installed immediately following the clearing operation.
Grading:
Once grading operations begin in identified "Environmentally Sensitive Areas", work will progress in a
continuous manner until complete. All construction within these areas must progress in a continuous
manner such that each phase is complete and areas permanently stabilized prior to beginning of next
phase. Failure to complete any phase of construction in a continuous manner in "Environmentally
Sensitive Areas" as specified will be just cause for the Engineer to direct the suspension of work in
accordance with Section 108-7 of the Standard Specifications.
Temporary Stream Crossings:
Any crossing of streams within the limits of this project must be accomplished in accordance with
Section 107-13(b) of the Standard Specifications.
Seeding and mulching -
Seeding and mulching shall be performed in accordance with Section 1660 of the Standard
Specifications and vegetative cover sufficient to restrain erosion shall be installed immediately
following grade establishment.
Seeding and mulching shall be performed on the areas disturbed by construction immediately following
final grade establishment. No appreciable time shall lapse into the contract time without stabilization of
slopes, ditches and other areas within the "Environmentally Sensitive Areas" as indicated on the Erosion
Control Plans.
Stage Seeding•
The work covered by this section shall consist of the establishment of a vegetative cover on cut and fill
slopes as grading progresses. Seeding and mulching shall be done in stages on cut and fill slopes that
are greater than 20 feet in height or greater than 2 acres in area. Each stage shall not exceed the limits
stated above.

SP 58 Right of way monuments disturbed during construction shall be referenced by a
registered Land Surveyor and reset after construction.
SP 59 All Roadway signs removed due to construction shall be reinstalled at the end of
each day.
SP 60 Excavation material shall not be placed on the pavement. Drainage structures shall
not be blocked with excavation material. Any damage to the existing roadway
including but not limited to the traffic markings and reflectors shall be replaced to the
satisfaction of the District Engineer.
SP 61 The proposed construction shall in no way impede or alter the drainage of the
existing roadway.
SP 62 Strict compliance with the "Policies and Procedures for Accommodating Utilities on
Highway Rights of Way" Manual shall be required.
SP 65 No construction shall be permitted when shoulders are wet.
SP 66 Shoulders, ditch slopes, and ditches disturbed as a result of this encroachment shall
be seeded, mulched, and restored to the satisfaction of the County Maintenance
Engineer.
SP 67 The issuance of this encroachment does not preclude the encroachee from complying
with any and all statues, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
SP 68 At no time will construction of any kind be done within the right of way on a state
holiday without prior approval.
SP 69 No access, parking, or material storage shall be allowed along or inside R/W line.
SP 96 During construction if there is a 2" dropoff or greater then the dropoff has to be
corrected the same workday. If it is in a curb and gutter section then there shall not be
a dropoff behind the curb of 6" or more. If so, then the correction has to be made the
same workday.

VERIFICATION OF COMPLIANCE WITH
ENVIRONMENTAL REGULATIONS
(Check Appropriate Box)
aPermits from the N.C. Department of Environment and Natural Resources and the
U.S. Army Corp of Engineers are not required for this project. However, all applicable
federal and state regulations have been followed.
The required permits from the N.C. Department of Environment and Natural Resources
and the U.S. Army Corp of Engineers have been obtained for this project. Copies of
permits and Completion Certificates are attached.
QAll applicable NPDES Stormwater Permit requirements have been met for this project.
(The applicant should contact the N.C. Division of Water Quality in Raleigh to determine
if a stormwater permit is required.)
The project is in compliance with all applicable sedimentation and erosion control laws
and regulations.
Project Name: U20123-7
Township:
Project Engineer:
Jacksonville
Ross Turner
Project Contact: Ross Turner
Applicant's Name: Lightower Fiber Networks
Date Submitted:
Form VCER-I
June 1, 2006
02-14-2018
County: Onslow
Phone No.: 980404-2752
P.E. SEAL

Soil Map—Onslow County, North Carolina 3
r^ �
34° 4531'N
V 45' 11'N

MAPLEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
F_r Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
(o'
Blowout
0
Borrow Pit
X
Clay Spot
0
Closed Depression
X
Gravel Pit
Gravelly Spot
Landfill
t.
Lava Flow
,t1
Marsh or swamp
°
Mine or Quarry
Miscellaneous Water
Perennial Water
Z_r
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
<I,
Sinkhole
s,
Slide or Slip
Sodic Spot
Soil Map—Onslow County, North Carolina
1A Spoil Area
,j Stony Spot
Very Stony Spot
't' Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
�..F.F Rails
�? Interstate Highways
US Routes
Major Roads
Local Roads
Background
,. Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale. —�
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area. such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Onslow County, North Carolina
Survey Area Data: Version 19, Oct 2. 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 31, 2009—Mar
8. 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey Conservation Service 2/14/2018
i National Cooperative Soil Survey Page 2 of 3

Soil Map—Onslow County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI Percent of AOI
BmB
Baymeade-Urban land
4.2'
17.9%
complex. 0 to 6 percent
slopes
Da Dorovan muck
2.7
Mae
Marvyn loamy fine sand. 6 to
1.5
6.5%
15 percent slopes
Mk
Muckalee loam I 4.6
19.6%
Ur Urban land
- ----
7.5
31.8%
W
Water
3.0
12.6%
[Totals for Area of Interest
23.6 ,
100.0%
USDA Natural Resources Web Soil Survey 2/14/2018
i Conservation Service National Cooperative Soil Survey Page 3 of 3

Utilis Engineering, PA
2033 Cross Beam Drive
Charlotte, NC 28217
[phone]
www.utilisdesign.com
February 14, 2018
North Carolina Department of Transportation Division 3 — District 1
295-A Wilmington Hwy
Jacksonville, NC 28540
[phone]
RE: Applications - Right of Way Encroachment Agreements Project
Reference: U20123-7 - SMC Jacksonville
Placing 956' of (2) 1.25" HDPE SDR 11 conduits bundled together by means of
horizontal directional drilling within NCDOT Right -of -Way.
Attached are one signed 16.1 application form, one set of construction drawings, and supporting documents for
U20123-7 - SMC Jacksonville. The construction schedule will take place as soon as the permits are
approved and last approximately one day.
Utility Owner: Lightower Fiber Network
Address: 300 Meridian Centre Blvd
Rochester, NY 14618
Please mail/email one set of permit approval documents to Jeff Davis using the contact info above and one set
to Ross Turner using the contact info below.
Should you have any questions or comments, please feel free to contact me.
Thank You
Ross Turner
Design Engineer II
Utilis Engineering, PA
2033 Cross Beam Drive
Charlotte, NC 28217
Office: 980-404-2752
rturner(tuutilisdesign.com
Nv"-xv.ut i l isdesi en.com

September 9, 2017
North Carolina Department of Transportation
Utilities Unit
Attn: Byron Sandors
1555 Main Center Service Center
Raleigh, NC 27699
RE: Encroachment Permits
Byron Sandors,
Kind accept the following Fibertech Network and Utilis Engineering as authorized signers on
NCDOT encroachment permit application submitted on behalf of Fibertech Networks/Lightower
Fiber Networks,
Steve Lee - Sr Director of Operations VA/NC (Fibertech Network)
Rick Stransky - Sr Operation Manager (Fibertech Network)
Matt Ward - EVP Operations (Utilis Engineering)
Alex Mora - Director Operations (Utilis Engineering)
Mike Ross - Sr Project Manager (Utilis Engineering)
Ross Turner - Design Engineer (Utilis Engineering)
Frank Arey - Design Engineer (Utilis Engineering)
Gage Martin - Design Engineer (Utilis Engineering)
Chandler Alexander - Design Engineer (Utilis Engineering)
We appreciate all your help
Sincerely,
Fibertech Networks, L.L.C.
<e--�
Eric Finnemore
VP Regional Ops - South

OWNER: Lightower Fiber Networks
PROJECT NAME: 20123-7 - SMC Jacksonville - Creek Crossing
ADDRESS-. 104 N Marine Blvd, Jacksonville NC
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SHEET INDEX
A - COVER SHEET/SITE LOCATION
8 LEGENO
C - GENERAL NOTES
D-F - TYPICALS
1-2 . PROJECT SHEETS
I �Rflls I

LINETYPES
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— — — — — — — — — — —
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GENERAL NOTES
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ES. AS SPECIFIED
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TWO 1.25' NNEROUCT,
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TYPICAL DETAIL — N 14

TYPICALS
PARALLEL CONDUIT DETAIL FOR NCDOT RIGHT-OF-WAY
NOT TO SCALE
VARIES aa
O O X MIN
VARIES
VARIES (ASPHALT SURFACE I VARIES I—
EXISTINGGRADE
PROPOSED (2) 1,25"
CONDUIT
/ 36' MIN
UNDISTURBED ROAD BED-- /
Ty
PROPOSED (2) 1 25"CONDUIT PLACED BY DIRECTIONAL s/pAO,Q
BORE W/ 3.0" BACK REAMER OR OPEN TRENCH
9
DIRECTIONAL BORE UNDER CREEK BED
NOT TO SCALE
EXISTING GROUND CREEK
i
36" MIN _ 36" MIN
i \ i
15" MIN - 15" MIN
RADIUS / 1 s=A11N- RADIUS
CASINGICCNDUIT AS SPECIFIED/
CONDUIT TO BE PLACED A MINIMUM OF 10 FEET
BELOW CREEK BED
mm
n�ooa
m I
6T1RE f1ETAN. N1TN
(2) 1-1/�" INNERIMICTS. ST)R-it
DIRECTIONAL BORE UNDER SECONDARY ROADWAY
NOT TO SCALE
DITCH LNE
I - vARIE3
DITCH LINE
----r VARIES -- -)
XISTING GROUND
'
38"MIN
` 36'�MIN
1 10`.MIN
PAVEMENT
10'iMIN 36"IMIN
1
15"MIN +'
15" MIN
RADIUS
RADIUS
CASNGICONDW AS SPEC( D�
DRY BORE UNDER ROADWAY
NOT TO SCALE
DITCH LINE DITCH LINE
iTING GROUND PAVEMENT
� ' 1
;MIN MIN 36"IMIN , 36.a MIN �.
i )
CASING:CONDIAT AS

TYPICALS
PARALLEL CONDUIT DETAIL FOR NCDOT RIGHT-OF-WAY
NOT TO SCALE
a VARIES
O wO X MIN
R/W w w
VARIES VARIES VARIES
EXISTING GRADE I (ASPHALT SURFACE I PROPOSED (2) 1 25"
CONDUIT
. �• / 38"MIN /
UNDISTURBED ROAD BEDJ
ry
PROPOSED (2) 1.25"CONDUIT PLACED BY DIRECTIONAL / sp�O,Q
BORE W! 3.0" BACK REAMER OR OPEN TRENCH_
36" M�
15" MIN
RADIUS
CASINGICONDUR AS
NOT TO SCALE
CREEK /
MIN
5' MIN RADIUS
RME DETAIL MTH
1211-1/1"INNFRDUCTS- SDR-11
36" MIN
CONDUIT TO BE PLACED A M�NIMUM OF 10 FEET
BELOW CREEK BED
3' 7
DIRECTIONAL BORE UNDER SECONDARY ROADWAY
NOT TO SCALE
DITCH LINE I DITCH LINE
I--__--vMIES ____��..__. VARIES_.. "I
;TING GROUND
1MIN 1 PAVEMENT
36".MIN 36"!MIN
10{MIN 10' MIN
15" j�AIN 1 l—
RADIUS
CASING -CONDUIT AS
DRCHLINE�
:XISTING GROUND
}
36-IMIN 36"MIN
CASNG_fCONWR
DRY BORE UNDER ROADWAY
NOT TO SCALE
PAVEMENT
15" MIN
RADIUS
DITCH LINE
36"MIN
i
36"IMIN

DIRECTIONAL BORE TIE-IN DETAIL
NOT TO SCALE
SETUP FOR NORTH 4 SETUP FOR S
EXISTING GRADE
BACKFILL IN W LAYERS WITH ROCK
FREE MATERIAL AT 95%
36" COMPACTION RATE
1 e�R- 00Ot�
DBORE
TYPICALS
EXISTING GRADE
3'WX4'LXSO
,-'-EXCAVATION PIT ON R/W
DBORE
TIE-IN STATION
• BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO 2 FEET PAST THE INTENDED
TIE-IN. THEN TURNED UP TO DAYLIGHT.
• THE TIE-IN POINT IS EXCAVATED, THE CONDUITS CUT OFF WHERE THEY CROSS EACH
OTHER AT DESIGN DEPTH. AND A COUPLER IS INSTALLED TO CONNECT THE TWO
CONDUITS AT THE DESIGN DEPTH
• ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED. SHORED, OR SLOPED IN OSHA'S EXCAVATION STANDARD,
28 CFR 1926.650, 651. AND .652
CULVERT CROSSING DETAIL
NOT TO SCALE
GROUND LINE
COVER �
36" MIN ` RCP/CULVERT
o
120" MIN
EXISTING GRADE
HANDHOLE CONSTRUCTION DETAILS CONDUIT TO
HANDHOLE PROFILE FOR R!W CONSTRUCTION
NOT TO SCALE
HANDHOLE
24"X36'X36"
38•
EXISTING GRADE
DBORE I DBORE
\ 6"GRAVEL
6' GROUND ROD
ALL EXCAVATIONS OR TRENCHES 4EEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED. SHORED, OR SLOPED ACCORDING TO THE PROCEDURES
AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION STANDARD, 29 CFR 1926 650.
661. AND 852.
36" MIN

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City of Jacksonville
City Manager's Office
March 27, 2018
Mr. Michael Eades
Project Manager
Utilis Engineering, PA
2033 Cross Beam Drive
Charlotte, NC 28217
Re: Applications — General Permit .1600
Project Reference: U20123-7-Jacksonville
Dear Mr. Eades:
�onvil/e�
a :r
Alk
As an adjacent property owner, the City of Jacksonville hereby acknowledges our understanding of
the project and have no objections.
Respectfully Submitted,
Richard L. Woo ruff
City Manager
PO Box 128 • Jacksonville, NC 28541 • 910 938-5220 • TDD# 910 455-8852 • Fax [phone] City Hall 815 New Bridge St