NCDOT E021-007-22-00180 Executed_Nutrien_20220531_NC_33_16.1

STATE OF NORTH CAROLINA
ROUTE NC 33 _ PROJECT _Mine Crossing _ COUNTY OF Beaufort
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT FOR
CURB AND GUTTER, PAVEMENT WIDENING AND
-AND- STORM DRAINAGE
PCs Phosphate Company,Inc.
153C NC Hwy 306S
Auras,NC 27806
THIS AGREEMENT, made and entered into this the 25 day of May ,20 22 _ , by and between the Department
of Transportation,party of the first part;and PCs phosphate company,Inc.
party of the second part,
W I T N E S S E T H
THAT WHEREAS,the party of the second part desires to encroach on the right of way of the public road designated as
Route(S) NC 33 located 6.000 feel east from the intersection of Route No.NC 33 and Route No.NC 306S toward
the Cily of Aurora
with the construction and/or erection of: four 46"steel encasement pipes(0.5"wall thickness)and five 42"steel encasement pipes(0.438"wall thickness)under
NC 33 per attached plans,installation of intersection warning signs preceding the mine crossing location per attached plans.
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 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 highway.
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. 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.
It is clearly understood by the party of the second part that the party of the first part will assume no responsibility
for any damage that may be caused to such facilities,within the highway rights of way limits,in carrying out its
construction.
That the party of the second part agrees to restore all areas disturbed during construction 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,silting 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 construction
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 encroaching 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.
R/W(161 B):Party of the Second Part certifies that this agreement is true and accurate copy of the form
FORM R/W 16.1 B(Revised February 2021)
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RNV(161 B)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.
DE dV11�ki6IdQF TRANSPORTATION
BYE] ��alruss
§lfSQU7ENGINEER
ATTEST OR WITNESS:
(Name and Signature), ,yj__I�. (Name and Signature) f ff 1_n
(Tile) Lvc�IV i.7 (��ji.�r�crV�e. (rma) ``�G ✓ r I L a�d�t�'
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
State Utilities Manager. In the space provided in this agreement for execution,the name of the
corporation or municipality shall be typed above the name,and title 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 the 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 proposed encroachment.
4. Length and type of encroachment.
5. Location by highway surrey station number. If station number cannot be obtained,location
should be shown by distance from some identifiable point,such as a bridge,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.)
6. Drainage structures or bridges if affected by encroachment.
7. Typical section indicating the pavement design and width,and the slopes,widths and
details for either a curb and gutter or a shoulder and ditch section,whichever is applicable.
8. Horizontal alignment indicating general curve data,where applicable.
9. Vertical alignment indicated by percent grade, P.I.station and vertical curve length,where
applicable.
10. Amount of material to be removed and/or placed on NCDOT right of way, if applicable.
11. Cross-sections of all grading operations,indicating slope ratio and reference by station
where applicable.
12. All pertinent drainage structures proposed. Include all hydraulic data, pipe sizes,structure
details and other related information.
13. Erosion and sediment control.
14. 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.
15. The Department's Division Engineer should be given notice by the applicant prior to actual
starting of installation included in this agreement.
16. Method of handling traffic during construction where applicable.
17. Scale of plans,north arrow,etc.
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Pre - Construction
Contact Offices & Outside Agency issues/contacts/info
1. Approval maybe rescinded upon failure to follow any of the provisions in this permit and maybe
considered a violation of the encroachment agreement.
2. The Encroaching party or their contractor shall provide the following notices prior to construction
activity within the NCDOT Right of Way:
a. Three(3)business days advance phone call at telephone [phone] or email to
D2D 1 notifications to the District Engineer's office
b. If the construction falls within the limits of an NCDOT managed construction project, five(5)
business days advance phone call to the Resident Engineer,Mx. XXXX at(###)###-####or
email to XXXXXXkncdot.gov.
Failure to provide these notifications prior to beginning construction is subject to the Division
Engineer's discretion to cease construction activity for this encroachment.NCDOT reserves the right
to cease any construction or maintenance work associated with this installation by the encroaching
party until the construction or maintenance meets the satisfaction of the Division Engineer or their
representative.
3. Prior to beginning work,it is the requirement of the Encroaching Party to contact the appropriate
Utility Companies involved and make arrangements to adjust or relocate any utilities that conflict
with the proposed work.
4. It shall be the responsibility of the encroaching party to determine the location of utilities within the
encroachment area. NCGS § 87-115 through § 87-130 of the Underground Utility Safety and
Damage Prevention Act requires underground utilities to be located by calling 811 prior to
construction. The encroaching party shall be responsible for notifying other utility owners and
providing protection and safeguards to prevent damage or interruption to existing facilities and
maintain access to them.
5. The encroaching party shall notify the appropriate municipal office prior to beginning any work
within the municipality's limits of jurisdiction.
6. This installation is within the Toll NC XXX right of way. The encroaching party shall notify the
North Carolina Turnpike Authority(NCTA)at telephone [phone] or e-mail
ncta_tmckncdot.gov at least ten(10)business days prior to beginning construction. The NCTA
fiber trunk line shall be located prior to any excavation or boring within the Toll NC XXX right of
way. The cost to repair or relocate any signage,cables, signals or associated equipment due to this
installation shall be the responsibility of the encroaching party.
7. This installation is within the Mobility Partners(NCDOT Contractor)Managed I-77 Toll Corridor
right of way. The encroaching party shall notify the following at least ten(10)business days prior to
beginning construction:
a. Mobility Partners: David Hannon, dhannon&i77partners.com or by phone at 980-337-
2396.
Page I 1

b. RS&H- contractor to Mobility Partners: Adam Gosselin, adam.gosselin&rsandh.com
or by phone at 919-926-4140.
c. The North Carolina Turnpike Authority(NCTA) at telephone[phone] or e-mail
ncta_tmc&ncdot.gov.
The NCTA fiber trunk line shall be located prior to any excavation or boring within the Toll I-77
right of way. The cost to repair or relocate any structure, signage, cables, signals or associated
equipment due to this installation shall be the responsibility of the encroaching party.
8. Excavation within 1000 feet of a signalized intersection will require notification by the encroaching
party to the Division Traffic Engineer at telephone number(252)439-2816 no less than one week
prior to beginning work. All traffic signal or detection cables must be located prior to excavation.
Cost to replace or repair NCDOT signs, signals,pavement markings or associated equipment and
facilities shall be the responsibility of the encroaching party.
9. This agreement does not authorize installations within nor encroachment onto railroad rights of way.
Permits for installations within railroad right of way must be obtained from the railroad and are the
responsibility of the encroaching parry.
10. At the option of the District Engineer, a preconstruction meeting including representatives of
NCDOT, the encroaching party, contractors and municipality, if applicable, shall be required.
A pre-construction conference held between a municipality(or other facility owner) and a contractor
without the presence of NCDOT personnel with subsequent construction commencing may be subject
to NCDOT personnel ceasing any work on NCDOT right-of-way related to this encroachment until
such meeting is held. Contact the District office to schedule.
11. At the discretion of the District Engineer,a NOTIFICATION FOR UTILITY/NON-UTILITY
ENCROACHMENT WITHIN NCDOT R/W form(See corresponding attachment)with the
scheduled pre-construction meeting and associated construction schedule details must be completed
and submitted to the District Engineer's office a minimum of one week prior to construction.
12. At the discretion of the District Engineer,the encroaching parry(not the utility contractor) shall make
arrangements to have a qualified inspector,under the supervision of a Professional Engineer
registered in North Carolina, on site at all times during construction. The registered Professional
Engineer shall be required to submit a signed and PE sealed certification that the utility was installed
in accordance with the encroachment agreement.
Legal & Right-of-Way Issues
13. This approval and associated plans and supporting documents shall not be interpreted to allow any
design change or change in the intent of the design by the Owner,Design Engineer, or any of their
representatives. Any revisions or changes to these approved plans or intent for construction must be
obtained in writing from the Division Engineer's office or their representative prior to construction or
during construction, if an issue arises during construction to warrant changes.
14. NCDOT does not guarantee the right of way on this road,nor will it be responsible for any claim for
damages brought about by any property owner by reason of this installation. It is the responsibility of
the encroaching party to verify the right of way.
15. Prior to the approval of any privately maintained facility within NCDOT right of way which the State
of North Carolina is not the fee simple owner,written permission that each and every property owner
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affected by the installation shall be provided to NCDOT by the encroaching party. (See
corresponding attachment.)
16. Encroaching party shall be responsible for obtaining all necessary permanent and/or temporary
construction, drainage,utility and/or sight distance easements.
17. All Right of Way and easements necessary for construction and maintenance shall be dedicated to
NCDOT with proof of dedication furnished to the District Engineer prior to beginning work.
18. No commercial advertising shall be allowed within NCDOT Right of Way.
19. The encroaching party shall obtain proper approval from all affected pole owners prior to attachment
to any pole.
20. The installation within the Control of Access fence shall not adversely affect the design, construction,
maintenance, stability,traffic safety or operation of the controlled access highway,and the utility
must be serviced without access from the through-traffic roadways or ramps.
Bonds
21. A Performance and Indemnity Bond in the amount of$x,xxx.xx shall be posted with the District
Engineer's Office by the Party of the Second Part prior to beginning any work within the NCDOT
Right of Way. The bond shall be held for a minimum of one year after a satisfactory final inspection
of the installation by NCDOT. The bond may be held for a period longer than one year after
completion if, in the opinion of NCDOT,the size or complexity of the installation warrants a longer
period.
22. The release of the bond is subject to a final inspection by NCDOT. Contact the District office to
schedule a Final Inspection and to request release of the bond.
Work Zone Traffic
23. Traffic control shall be coordinated with the District Engineer and the Division Traffic Engineer,Mr.
Steve Hamilton at telephone [phone],prior to construction.
24. WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
All personnel performing any activity inside the highway right of way are required to be familiar with
the NCDOT Maintenance/Utility Traffic Control Guidelines(MUTCG). No specific training course
or test is required for qualification in the Maintenance/Utility Traffic Control Guidelines(MUTCG).
All flagging, spotting, or operating Automated Flagger Assist Devices(AFAD) inside the highway
right of way requires qualified and trained Work Zone Flaggers. Training for this certification is
provided by NCDOT approved training resources and by private entities that have been pre-approved
to train themselves.
All personnel involved with the installation of Work Zone Traffic Control devices inside the highway
right of way are required to be qualified and trained Work Zone Installers. Training for this
certification is provided by NCDOT approved training resources and by private entities that have
been pre-approved to train themselves.
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All personnel in charge of overseeing work zone Temporary Traffic Control operations and
installations inside the highway right of way are required to be qualified and trained Work Zone
Supervisors. Training for this certification is provided by NCDOT approved training resources and
by private entities that have been pre-approved to train themselves.
For questions and/or additional information regarding this training program please refer to
https://connect.ncdot.gov/projectsAVZTC/Pages/Training.aWx or call the NCDOT Work Zone Traffic
Control Section(919) 814-5000.
25. The party of the second part shall employ traffic control measures that are in accordance with the
prevailing federal, state,local, and NCDOT policies, standards, and procedures. These policies,
standards,and procedures include,but are not limited to the following:
a. Manual on Uniform Traffic Control Devices(MUTCD)—North Carolina has adopted the
MUTCD to provide basic principles and guidelines for traffic control device design,
application, installation, and maintenance.North Carolina uses the MUTCD as a minimum
requirement where higher supplemental standards specific to North Carolina are not
established.Use fundamental principles and best practices of MUTCD (Part 6, Temporary
Traffic Control).
b. NCDOT Maintenance/Utility Traffic Control Guidelines—This document enhances the
fundamental principles and best practices established in MUTCD Part 6, Temporary Traffic
Control,incorporating NCDOT-specific standards and details. It also covers important safety
knowledge for a wide range of work zone job responsibilities.
26. If the Traffic Control Supervisor determines that portable concrete barrier(PCB)is required to shield
a hazard within the clear zone,then PCB shall be designed and sealed by a licensed North Carolina
Professional Engineer. PCB plans and design calculations shall be submitted to the District Engineer
for review and approval prior to installation.
27. Ingress and egress shall be maintained to all businesses and dwellings affected by the project. Special
attention shall be paid to police, EMS and fire stations, fire hydrants, secondary schools,and
hospitals.
28. Traffic shall be maintained at all times. All lanes of traffic are to be open during the hours of 7:00
A.M. to 9:00 A.M. and from 4:00 P.M. to 6:00 P.M. Monday through Friday, during any time of
inclement weather, or as directed by the District Engineer. Any violation of these hours will result
in ceasing any further construction by the Encroaching Party or their contractor.
29. Nighttime and weekend operations will NOT be allowed unless written approval is received from the
District Engineer. If nighttime or weekend work is allowed or required, all signs must be retro-
reflective, and a work zone lighting plan must be submitted for approval prior to construction.
30. Two-way traffic shall be maintained at all times unless designated by the District Engineer. Traffic
shall not be rerouted or detoured without the prior written approval from the District Engineer. No
utility work will be allowed on state holidays from 7:00 PM the night before through 9:00 AM the
day prior to, following or during local events without prior approval from the District Engineer. If the
construction is within 1000 feet of a school location or on a designated bus route,the construction
shall be coordinated with the school start and end times to avoid traffic delays.
31. Work requiring lane or shoulder closures shall not be performed on both sides of the road
simultaneously within the same area.
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32. Any work requiring equipment or personnel within 5 feet of the edge of any travel lane of an
undivided facility and within 10 feet of the edge of any travel lane of a divided facility shall require a
lane closure with appropriate tapers per current NCDOT Roadway Standard Drawings or MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
33. At the discretion of the District Engineer,a traffic control plan shall be developed and submitted
under the seal and signature of a Licensed North Carolina Professional Engineer prior to construction.
The plan shall be specific to the site and adequately detailed. Issues such as the close proximity to
intersections shall be addressed.
34. Temporary and final pavement markings are the responsibility of the encroaching party. Final
pavement markings and sign plans shall be submitted with the encroachment request to the Division
Traffic Engineer prior to construction. Final pavement markings shall be thermoplastic unless
otherwise directed by the Division Traffic Engineer or District Engineer.
35. Any pavement markings that are damaged or obliterated shall be restored by the encroaching party at
no expense to NCDOT.
36. Sidewalk closures shall be installed as necessary.Pedestrian traffic shall be detoured around these
closures and shall be signed appropriately and in accordance with The American with Disabilities Act
Accessibility Guidelines. The encroaching party must adhere to the guidelines for accommodating
pedestrians in encroachment work zones as described in the NCDOT Pedestrian Work Zone
Accommodations Training found at
htips://www.youtube.com/watch?v=AOuYa5lW3dfz&feature=youtLi.be
Roadside Environmental
37. The encroaching party shall comply with all applicable Federal, State and local environmental
regulations and shall obtain all necessary Federal, State and local environmental permits,including
but not limited to,those related to sediment control, stormwater,wetland, streams, endangered
species and historical sites.Additional information can be obtained by contacting the NCDOT
Roadside Environmental Engineer regarding the North Carolina Natural Heritage Program or the
United States Fish and Wildlife Services. Contact the Division Roadside Environmental Engineer's
Office at 252-439-2939.
38. When surface area in excess of one acre will be disturbed,the Encroacher shall submit 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. Proper temporary and permanent measures shall be used to
control erosion and sedimentation in accordance with the approved sediment and erosion control plan.
39. The Verification of Compliance with Environmental Regulations(VCER-1)form is required for all
non-utility encroachment agreements or any utility encroachments when land disturbance within
NCDOT right of way exceeds 1 acre. The VCER-1 form must be PE sealed by a NC registered
professional engineer who has verified that all appropriate environmental permits(if applicable)have
been obtained and all applicable environmental regulations have been followed.
40. All erosion control devices and measures shall be constructed, installed,maintained, and removed by
the Encroacher in accordance with all applicable Federal, State, and Local laws,regulations,
ordinances, and policies. Permanent vegetation shall be established on all disturbed areas in
accordance with the recommendations of the Division Roadside Environmental Engineer. All areas
disturbed(shoulders, ditches,removed accesses, etc.) shall be graded and seeded in accordance with
the latest NCDOT Standards Specifications for Roads and Structures and within 15 calendar days
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with an approved NCDOT seed mixture(all lawn type areas shall be maintained and reseeded as
such). Seeding rates per acre shall be applied according to the Division Roadside Environmental
Engineer. Any plant or vegetation in the NCDOT planted sites that is destroyed or damaged as a
result of this encroachment shall be replaced with plants of like kind or similar shape.
41. No trees within NCDOT shall be cut without authorization from the Division Roadside
Environmental Engineer. An inventory of trees measuring greater than 4 caliper inches(measured 6"
above the ground)is required when trees within C/A right of way will be impacted by the
encroachment installation. Mitigation is required and will be determined by the Division Roadside
Environmental Engineer's Office.
42. Prior to installation,the Encroaching Party shall contact the District Engineer to discuss any
environmental issues associated with the installation to address concerns related to the root system of
trees impacted by boring or non-utility construction of sidewalk,roadway widening, etc.
43. The applicant is responsible for identifying project impacts to waters of the United States(wetlands,
intermittent streams,perennial streams and ponds) located within the NCDOT right-of-way. The
discharge of dredged or fill material into waters of the United States requires authorization from the
United States Army Corps of Engineers(USACE) and certification from the North Carolina Division
of Water Quality(NCDWQ). The applicant is required to obtain pertinent permits or certification
from these regulatory agencies if construction of the project impacts waters of the United States
within the NCDOT right-of-way. The applicant is responsible for complying with any river or stream
Riparian Buffer Rule as regulated by the NCDWQ. The Rule regulates activity within a 50-foot
buffer along perennial streams,intermittent streams and ponds. Additional information can be
obtained by contacting the NCDWQ or the USACE.
44. The contractor shall not begin the construction until after the traffic control and erosion control
devices have been installed to the satisfaction of the Division Engineer or their agent.
45. The contractor shall perform all monitoring and record keeping and any required maintenance of
erosion and sediment control measures to maintain compliance with stormwater regulations.
STIP (or Division Managed) Projects
46. State Transportation Improvement Project(STIP) **-XXXXYX is scheduled for future construction.
Any encroachment determined to be in conflict with the construction of this NCDOT project shall be
removed and/or relocated at the encroaching party's expense.
Construction
General
47. An executed copy of the encroachment agreement,provisions and approved plans shall be present at
the construction site at all times. If safety or traffic conditions warrant such an action,NCDOT
reserves the right to further limit,restrict or suspend operations within the right of way.
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48. The Encroaching Party and/or their Contractor shall comply with all OSHA requirements. If OSHA
visits the work area associated with this encroachment,the District Office shall be notified by the
encroaching party immediately if any violations are cited.
49. Any REVISIONS marked in RED on the attached non-PE sealed plans shall be incorporated into and
made part of the approved encroachment agreement.
50. All disturbed areas are to be fully restored to current NCDOT minimum roadway standards or as
directed by the Division Engineer or their representative. Disturbed areas within NCDOT Right-of-
Way include,but not limited to,any excavation areas,pavement removal,drainage or other features.
51. The encroaching party shall notify the Division Engineer or their representative immediately in the
event any drainage structure is blocked, disturbed or damaged. All drainage structures disturbed,
damaged or blocked shall be restored to its original condition as directed by the Division Engineer or
their representative.
52. A minimum of 5 feet clearance is required for utility installations beneath or near drainage pipes,
headwalls,and a minimum of two-foot clearance below the flowline of streams. If directional
drilling,a minimum ten-foot clearance distance is required from drainage structures and a minimum
of 5 feet below flowline of streams.
53. At points where the utility is placed under existing storm drainage,the trench will be backfilled with
excavatable flowable fill up to the outside diameter of the existing pipe.
54. Unless specified otherwise,during non-working hours, equipment shall be located away from the job
site or parked as close to the right of way line as possible and be properly barricaded in order not to
have any equipment obstruction within the Clear Recovery Area. Also,during non-working hours,no
parking or material storage shall be allowed along the shoulders of any state-maintained roadway.
55. No access to the job site,parking or material storage shall be allowed along or from the Control of
Access Roadway.
56. Guardrail removed or damaged during construction shall be replaced or repaired to its original
condition,meeting current NCDOT standards or as directed by the Division Engineer or their
representative.
57. The resetting of the Control of Access fence shall be in accordance with the applicable NCDOT
standard and as directed by the Division Engineer or their representative.
58. Right of Way monuments disturbed during construction shall be referenced by a registered Land
Surveyor and reset after construction.
59. All Traffic signs moved during construction shall be reinstalled as soon as possible to the satisfaction
of the Division Engineer or their representative.
60. Any utility markers,cabinets,pedestals,meter bases and services for meter reading required shall be
as close to the Right of Way line as possible. If it is not feasible to install at or near Right of Way
line,then written approval shall be obtained from NCDOT prior to installation.
61. Detection tape,where required by NCGS § 87-115 through § 87-130 of the Underground Utility
Safety and Damage Prevention Act, shall be buried in the trench approximately 1 foot above the
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installed facility. Where conduit is installed in the right of way and is not of ferrous material, locating
tape or detection wire shall be installed with the conduit.
62. All driveways disturbed during construction shall be returned to a state comparable with the condition
of the driveways prior to construction.
63. Conformance with driveway permit review should be required in conjunction with this encroachment
agreement. In the event there is a conflict between the driveway permit and the encroachment
agreement,the District Engineer should resolve the conflict and notify the parties involved.
64. If the approved method of construction is unsuccessful and other means are required,prior approval
must be obtained through the District Engineer before construction may continue.
Engineering
65. All traffic control, asphalt mixes, structures, construction,workmanship and construction methods,
and materials shall be in compliance with the most-recent versions of the following resources:ASTM
Standards,Manual on Uniform Traffic Control Devices, NCDOT Utilities Accommodations Manual,
NCDOT Standard Specifications for Roads and Structures, NCDOT Roadway Standard Drawings,
NCDOT Asphalt Quality Management System manual,and the approved plans.
66. Prior approval for any blasting must be obtained from the Division Engineer or their representative.
67. Regulator stations,metering stations,cathodic test stations,and anode beds are not permitted within
NCDOT right of way. Header wires are permitted.
68. Non-Utility Communication and Data Transmission installations(ground mounted type or Small Cell
pole-mounted type)must adhere to guidelines in the Utilities Accommodations Manual and,when
located within municipal jurisdictions,are subject to review and approval by municipal ordinances
and any additional municipal approval for proximity to historic districts and landmarks. All wiring
and related telecommunications work shall conform to the latest regulations by the Federal
Communications Commission.
69. All wiring and related electrical work shall conform to the latest edition of the National Electrical
Safety Code.
Location within R/W
70. All utility access points, such as manholes,vaults,handholes, splice boxes and junction boxes shall
be located as close to the right of way line as possible and shall not be placed in the ditch line, side
slopes of the ditches or in the pavement.All manholes,handholes, splice boxes,junction boxes and
vaults and covers shall be flush with the ground when located within the vehicle clear zone. Slack
loops for telecommunications in industry standard housing units shall be buried a minimum of 18
inches when buried or meet minimum NCDOT vertical and horizontal clearances when installed
aerially.
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71. Fire Hydrants shall be of the breakaway type. Hydrants shall be placed near the right of way line. In
curb and gutter sections with written approval from the District,the hydrants may be placed at 6'
behind the back of the curb or minimum 2' back of sidewalk.
72. Luminaire and/or utility poles and guy wires shall be set as close to the Right of Way line as practical
and outside the Clear Zone in accordance with the latest version of the AASHTO Roadside Design
Guide(See corresponding attachment)or made breakaway in accordance with the requirements of
NCHRP Report 350. Any relocation of the utility poles from the original design due to Clear Zone
requirements shall require a re-submittal for the utility design.
73. Luminaire and/or utility poles shall be set a minimum of 5'-6"behind face of any guardrail or
otherwise sufficiently protected. However, standard placement may be reduced to 3'-6"behind face
of guardrail when posts are spaced 3'-1 1/2", or where speed limit is less than 55 MPH.
74. Hot box(aka ASSE 1060)or Safe-T-Cover type enclosures covering utility main pipe joints,
backflow preventers,valves,vent pipes, cross connections,pumps,grinders,irrigation assemblies,
transformers, generators,and other similar large appurtenances shall be located outside sight distance
triangles and off of the NCDOT Right-of-Way.
75. Sprinkler heads shall be located a minimum of 10 feet from the edge of pavement,edge of shoulder,
or back of curb whichever is greater and shall be directed so that water does not spray or drain on the
roadway surface, sidewalk,or passing vehicles at any time. Upon completion of the installation and
prior to activation of the system,the Encroacher shall contact the District Engineer to schedule a test
of the system to verify the spray pattern. Sprinkler systems shall not be operated during periods of
high wind or freezing weather, or to the extent that the subgrade adjacent to the pavement structure
becomes saturated. NCDOT reserves the right to require immediate termination and removal of any
sprinkler system which in its judgement and opinion adversely affects safety,maintenance, or
operation of the roadway.
Excavation
76. Excavation material shall not be placed on pavement.
77. It is the responsibility of the encroaching party or their contractor to prevent any mud/dirt from
tracking onto the roadway. Any dirt which may collect on the roadway pavement from equipment
and/or truck traffic on site shall be immediately removed to avoid any unsafe traffic conditions.
78. The utility shall be installed within 5 feet of the right of way line and outside the 5-foot minimum
from travel lane plus theoretical 2:1 slope from the edge of pavement to the bottom of the nearest
excavation wall for temporary shoring. If the 2:1 slope plus 5 feet requirement above is met for
traffic, then temporary shoring is typically only necessary to protect roadways from damage
when a theoretical 1:1 slope from the edge of pavement intersects the nearest excavation
wall. This rule of thumb should be used with caution and does not apply to all subsurface
conditions, surcharge loadings and excavation geometries. Situations where this 1:1 slope is
not recommended include groundwater depth is above bottom of excavation or excavation is
deeper than 10 feet or in Type B or C soils as defined by OSHA Technical Manual.
Temporary shoring may be avoided by locating trenches, bore pits, and other excavations far
enough away from the open travel lane, edge of pavement and any existing structure,
support,utility,property, etc. to be protected. Temporary shoring is required when a
theoretical 2:1 slope from the bottom of excavation will intersect the existing ground line less
than 5 feet from the outside edge of an open travel lane as shown in the figure below or when
Page 19

a theoretical 2:1 slope from the bottom of excavation will intersect any existing structure,
support,utility,property, etc. to be protected.
Open Travel
Lane 5 ft Existing Ground
min Line
Theoretical Edge of
2:1 (H:V) V Pavement Bottom of
Slope H _Excavation
Temporary shoring shall be designed and constructed in accordance with current NCDOT
Standard Temporary Shoring provisions (refer to
hgps:Hconnect.ncdot.gov/resources/Specifications/Pages/2018-Specifications-and-
Special-Provisions.aspx and see SPI I R002).
a. Temporary excavation shoring, such as sheet piling, shall be installed. The design of the
shoring shall include the effects of traffic loads. The shoring system shall be designed and
sealed by a licensed North Carolina Professional Engineer. Shoring plans and design
calculations shall be submitted to the Division Engineer for review and approval prior to
construction. (See NCDOT Utilities Accommodations Manual for more information on
requirements for shoring plans and design calculations.) Trench boxes shall not be accepted
as temporary shoring and will not be approved for use in instances where shoring is
required to protect the highway,drainage structure,and/or supporting pavement or
structure foundation.
b. All trench excavation inside the limits of the theoretical one-to-one 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. Any excavation that is not backfilled by the
end of the workday must address any safety and traveling public concerns including
accommodations for bicycles,pedestrians and persons with disabilities.
c. The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be
backfilled in accordance with Section 300-7 of the latest NCDOT Standard Specifications for
Roads and Structures, which basically requires the backfill material to be placed in layers not
to exceed 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.
d. At the discretion of the Division Engineer, a qualified NCDOT inspector shall be on the site
at all times during construction. The encroaching party shall reimburse NCDOT for the cost
of providing the inspector. If NCDOT cannot supply an inspector,the encroaching party(not
the utility contractor) should make arrangements to have a qualified inspector,under the
supervision of a licensed North Carolina Professional Engineer, on the site at all times. The
Professional Registered Engineer shall certify that the utility was installed in accordance with
the encroachment agreement and that the backfill material meets the Statewide Borrow
Criteria.
e. The length of parallel excavation shall be limited to the length necessary to install and
backfill one joint of pipe at a time,not to exceed twenty-five(25)feet.
79. All material to a depth of 8 inches below the finished surface of the subgrade shall be compacted to a
density equal to at least 100%of that obtained by compacting a sample of the material in accordance
with AASHTO T99 as modified by the Department. The subgrade shall be compacted at a moisture
content which is approximately that required to produce the maximum density indicated by the above
test method. The contractor shall dry or add moisture to the subgrade when required to provide a
uniformly compacted and acceptable subgrade. The option to backfill any trenches with dirt or either
Page 110

#57 stone or#78 stone with consolidation with a plate tamp and without a conventional density test
may be pursued with the written consent of the District Engineer. If this option is exercised,then
roadway ABC stone and asphalt repair as required will also be specified by the District Engineer.
Directional bore
80. Boring equipment will be provided of a type and size to facilitate boring in the local geologic
conditions and shall be able to facilitate the encroachment work.
81. When Horizontal Directional Drilling(HDD)is used,the following stipulations apply:
a. Use drilling fluids as appropriate for the type soils but use of water alone is prohibited. Pump
drilling fluids only while drilling or reaming. Directional boring using jetting with a
Bentonite(or equivalent material) slurry is recommended. Monitor flow rates to match the
amount leaving the bore hole and do not increase pressure or flow to free stuck drill heads,
reamers or piping. Open cutting to retrieve stuck drill heads is not allowed without prior
permission from the District Engineer.
b. The minimum depth shall adhere to the table below for transverse(under non-controlled
access,partial controlled access,or limited controlled access roadway)installations and refers
to maximum diameter of hole drilled and not the dimension of the carrier or encasement pipe.
Diameter of Drilled Hole Minimum Depth of Cover
(Backream)
2"to 6" 5 feet
>6"to 15" 12 times hole diameter(e.g. 6-inch hole means 6 feet
minimum depth)
>15"to 36" 15 feet or greater
c. Under fully controlled access roadway installations,the minimum depth for transverse
crossings shall be 15 feet under any pavement(ramps or thru lanes)
d. An overbore(backream diameter) shall not be more than 1.5 times the outside diameter of the
pipe or encasement under any highway for pipes 12 inches in diameter or less. For pipes with
outer diameter larger than 12 inches,the overbore may be no larger than outer diameter of
pipe plus 6 inches. An overbore exceeding 1.5 times greater than the outside diameter of the
pipe or encasement may be considered if the encroachment agreement includes a statement
signed and sealed by a licensed North Carolina Professional Engineer indicating that an
overbore in excess of 1.5 times the outside diameter of the pipe or encasement will
appropriately arch and no damage will be done to the pavement or sub-grade.
e. Directional boring is allowed beneath embankment material in naturally occurring soil.
f. Any parallel installation utilizing the directional boring method shall be made at a minimum
depth of three(Y) feet(cover)below the ground surface and outside the theoretical 1:1 slope
from the existing edge of pavement except where the parallel installation crosses a paved
roadway.
g. All directional bores shall maintain ten(10)feet minimum(clear)distance from the nearest
part of any structure, including but not limited to bridges, footings,pipe culverts or box
culverts. Directional bores are not allowed beneath bridge footings,culvert wingwall
footings, slope protection or retaining walls.
h. The tip of the drill string shall have a cutter head.
i. Detection wire shall be installed with non-ferrous material.
j. HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings
for one(1)week from the time of installation to allow tensional stresses to relax.
Page 11

Aerial clearances
82. Vertical clearance of overhead power and communication lines shall meet the National Electrical
Safety Code requirements except the minimum vertical clearance shall be 18' for crossings over
NCDOT roadways(24' over Fully Controlled Access roadways) and 16' for parallel installations.
83. In relation to the bridge,the utility line shall be located with minimum clearances as indicated on the
attachment for NCDOT Required Clearances for Aerial Installations by Encroachment Near
Bridge Structures.
Pavement Detail and Repair
84. The paving of this roadway shall be in accordance with the latest version of NCDOT Standard
Specifications, Sections 610, 1012 and 1020. The Contractor shall follow all procedures of the
Quality Management System(QMS) for asphalt pavement-Maintenance Version(see
https:Hconnect.ncdot.gov/resources/Materials/MaterialsResources/2018%20QMS%20Asphal
t%20Manual.pdf). The Contractor must adhere to all testing requirements and quality control
requirements specified. The Contractor shall contact the NCDOT Division QA Supervisor prior to
producing plant mix and make the Supervisor aware that the mix is being produced for a future
NCDOT road. Contact the District Engineer to determine the NCDOT Division QA Supervisor.
Only NCDOT approved mix designs will be acceptable.A Quality Control Plan shall be submitted
(as Directed by the District Engineer)to the District Engineer's Office prior to asphalt production
utilizing form QMS-MV1. Failing mixes and/or densities are subject to penalties including monetary
payments or removal and replacement. To minimize traffic queuing in construction areas,the
possibility of traffic detours may be considered when working on high traffic routes even if traffic
control is used. The District Engineer may require traffic detours.
85. When paving beyond utility installation is involved,a Roadway certification report sealed by a
Professional Engineer shall be submitted to the District Engineer's office indicating the following:
• Pavement thickness by type
• Pavement density, core and/or test locations
• Base thickness
• Base density
• Subgrade density
Test frequency and method shall be in conformance with the NCDOT Materials and Tests Manual.
Test must be performed by a Certified Technician including name and Certification number on report.
86. "Potholing"pavement cores to expose existing utilities shall be made with an 18"diameter
keyhole pavement core. Pavement core locations shall not be placed in the wheel path
whenever possible. Vacuum excavation shall be utilized to expose underground utilities.
Pavement cores shall be repaired within the same working day. The pavement core shall be
retained and reused to fill the core hole.
The excavation shall be backfilled and compacted with select material to the bottom of the
existing pavement structure or as indicated by the District Engineer. The retained core shall
be placed in the hole and secured with a waterproof, mechanical joint. If the pavement core is
damaged and cannot be re-used, the core may be replaced with the surface mix, S9.5B. The
asphalt patch shall match the thickness of the existing asphalt or four inches, whichever is
Page 112

greater. All materials must be listed on the NCDOT Approved Products List(APL) found at:
hqps:Hgp]2s.ncdot.gov/vendor/gp]2rovedproducts/.
87. The minimum pavement design for pavement repair shall be according to NCDOT Standard Drawing
654.01
(https://connect.ncdot.gov/resources/Specifications/2018 StandardRd)LvyDrawings/Division%2006%2
OAsphalt%20Bases%20and%20Pavements.pdf) and shall include a mechanical overlay extent to be a
minimum of 25 feet each side of the pavement repair area OR as directed by the District Engineer.
88. Pavement cuts shall be repaired the same day the cuts are made unless an asphalt patch cannot be
accomplished the same day due to material availability or time restrictions. When the asphalt patch is
not feasible,the following apply:
a. The pavement cut shall be filled to the surface with ABC stone or Flowable Fill per
NCDOT's Standards and Specifications.
b. Once the cut is filled,a minimum 3/4-inch steel plate shall be placed and pinned to prevent
moving. Plates shall be designed large enough to span a minimum of 1-foot on all sides on
the pavement cut.
c. When flowable fill is used,it shall cure for 24 hours prior to any asphalt material placement.
Flowable fill bleed water shall not be present during paving operations. Paving shall not
cause damage(shoving, distortion,pumping, etc.)to the flowable fill.
d. Install and leave"BUMP" signs according to MUTCD until the steel plate has been removed.
Once the flowable fill has cured,remove the steel plate, and mill/fill according to the
directions of the District Engineer.
e. All pavement cuts must be sealed with NCDOT approved sealant to prevent future pavement
separation or cracking.
89. Any pavement damaged because of settlement of the pavement or damaged by equipment used to
perform encroachment work, shall be re-surfaced to the satisfaction of the District Engineer. This
may include the removal of pavement and a 50' mechanical overlay. All pavement work and
pavement markings(temporary and final) are the responsibility of the Encroaching Party.
Post Construction
Close out/ Inspection
90. The Encroaching party shall notify the District Engineer's office within 2 business days after
construction is complete. The District Engineer may perform a construction inspection. Any
deficiencies may be noted and reported to the encroaching party to make immediate repairs or resolve
any issues to restore the right-of-way to a similar condition prior to construction,including pavement,
signage,traffic signals,pavement markings,drainage, structures/pipes,or other highway design
features.
91. At the discretion of the District Engineer,a final inspection report may be provided to the
encroaching party upon satisfactory completion of the work.
Page 113

92. A written acknowledgement of the completed work by the District Engineer's office begins the one-
year warranty period associated with the performance bond.
93. If the actual construction differs from the approved plans associated with this encroachment, a copy
of"as-built"plans shall be submitted to the District Engineer's office in a PDF format and in a
current ESRI GIS format within 4 weeks of construction.
94. The encroaching party shall provide the North Carolina Turnpike Authority(NCTA)with an
electronic copy of coordinate correct as-built plans within two weeks of installation completion.
Failure to provide the as-built plans may jeopardize future approvals within NCTA right of way.
95. A copy(in PDF format)of the completed ground water analysis shall be given to the District
Engineer,including detailed drawings of the"as-built"wells showing location,depth and water level
in well.
Page 114

ATTACHMENT FORM
NOTIFICATION FOR UTILITY/NON-UTILITY ENCROACHMENT WITHIN NCDOT R/W
Instructions for use:
This form must be completed in its entirety and submitted directly to the designated personnel in the District Engineer's
office via email,fax or hand delivery a minimum of one week prior to construction for the encroachment. If the
designated NCDOT personnel names are unknown by the person completing this form,please contact the District
Engineer's office to determine that contact info.
Date: Submitted by Name:
To: District Personnel Name:
District Personnel Email:
District Fax No.:
This notification is to inform you that we(encroaching party or their contractor)will begin construction
work on the following project in a minimum of one week.
Encroachment number
(assigned by NCDOT)for the project:
Construction start date:
Approximate ending date:
Contact NCDOT inspector a minimum of 72 hrs. in advance to set-up Preconstruction meeting in the
District Engineer's office or other location as directed by the District Engineer
Preconstruction meeting date&time:
Preconstruction meeting address:
Type of project:
[Examples:power, telecommunication, water, sewer, gas,petroleum, other(describe)]
Contact Info for this project:
Contractor Company Name: NCDOT Utility Inspector Name:
Contractor Contact Name: NCDOT Utility Inspector Phone:
Contractor Phone Number: NCDOT Utility Inspector Email:
Contractor Email: NCDOT Utility Project Manager Name:
NCDOT Utility Project Manager Phone:
NCDOT Utility Project Manager Email:

NCDOT Hold Harmless Declaration for Private Facility FORM
Private Facility Encroachment
Hold Harmless Declaration
Encroachment Agreement Second Party: Encroachment Number:
County:
The party of the second part of the above-referenced encroachment agreement agrees to indemnify and
save harmless the North Carolina Department of Transportation from all claims of liability for the
overburdening of right of way easements caused by the installation of private facilities owned by the party
of the second part and installed under the approval of the above-referenced encroachment agreement.
Second Party: Attest or Witness:
Date:
Published by NCDOT Utilities Unit 7/17/2017
Separate Form to be signed by each property owner affected by the installation.

Attachment for Clear Zone Guidelines from AASHTO
TABLE 3.1 JCant'd)
. . Coslomary Units
DESIGN 11 DEMCIN FGRIESLOPES BAC SLOPES
SPEED ADT IV:6H IIV:51-1'1`0 IV314 M311 IV:5HTO IV:611
or 11a11er 1 VAH T VAH or Flatter
40mph um-)FR -i5o 2- 10 7-10 '* 7- 10 7- 10 7-10
or 750- 1500 10- 12 0-14 10- 12 10--17 10- 12
1t5s 1500-600C l 2- 14 I d-16 t* 12- 14 12-14 1:- 14
OVER 6000 14- 16 16-18 P* 14-16 14-16 14- 16
45-50 UNDER 750 10- 12 12-14 ** 8-10 8- 10 10-12
tnph 750- 1500 14- 15 16-2t} ** 10-12 12-14 14- 16
1500-60W lb- Ifs 20-26 f* 12--14 14--ib 16-1$
OVER 6000 2V -22 24-28 rt* 14-16 18-20 20-22
55 mph UNDER 750 T 2- 14 14-18 ** 8-10 10-12 10- 12
750- 1500 t6- 18 20-24 ** 10- 12 14--15 16- 1s
1500--60DO 20-22 24-30 '* 14-16 16-19 20-22
OVER OM 22-24 26-32# ;* 16- 18 20-22 '22-24
$Omph UNDER 750 16-18 20-24 ** 10-12 12-14 14- 16
750--1500 20-24 26-32* as 12-14 16-19 20-22
1500-6000 26--50 32-400 ,• 14-18 13-22 24--26
OVPRB{M 30-32* 36-44* ** 20-22 24-26 25-28
65-70 UR"DER 750 18-20 20-26 10-12 14-16 14-16
mph 750 -1500 24-26 M -36+ d* 12-16 16-20 20-22
1�1 00 6000 28-32* 34-42# '* 16-20 22-24 26-28
OVF.R6000 30-34 ' 38--461 *• 22-24 1 26-30 1 28-30
Where a site specific investigation indicates a high pmhahility of continuing crashes, er such occurrences are indicated by crash
history, the designer may provide clear-zone distances greater than the clear-zvnc shown in Tahle 3.1.Clear zones may be lirniWl to
3U ft COT practiealily and ba provide m consistcnr roadway template if previous experitnes with similar projects or designs indicates
satisfactory performance.
*•Since O&OVery is less likely an the unshielded,traversable I V:31i slopes,fixed objects should npt be present in the vie!Mity cr the toe
of these stapes.Recovery of high-speed-,rhicles Mat encroach beyond tfre edge of the shoulder may be expected to occur beyond the
toe Of slope. DeWrminaiion of 1ho width of the recovery area at the toe of slope should take into coasideratiun right-of-way
availability, enviranmewal Concerns, economic Factors,Safety rut 4 and crash hisuydEs.Also,the cUslancc belween Ilse edge of the
through traveled lane and the beginning of[lee 1V:3H shape should influence the reaoveryam provided at the toe of slope. While the
application may bc limited by scvcra1 factors, the fumslope parameters w1dch may enter into dtbunainiug a nwximum desirable
recovery area are illusirated in Figure 3.2.

NCDOT Required Clearances for Aerial Installations Near Bridge Structures
Utility Pole (Typical-Power
NOT and/or Telecommunications)
TO
SCALE Varies
Energized Phase
Conductor
Any variation to this detail must be
approved by the Division Engineer
and/or State Utilities Manager.
Published by NCDOT Utilities Unit f�
June 2020 Power Lines(Typical)*
Neutral Conductor
(Varies in location attached to
**Minimum pole)*
Horizontal
sag clearance Clearance to Telecommunications line(s)
height(See mounted below any power line OR
Note 2) wire nearest on dedicated telecommunication
bridge*** poles without power lines*
Minimum=
8 Feet+Table`A' *Note 1:Aerial lines extending to
for power OR **See next pole with lowest elevation at sag
telecommunications. point.Aerial lines drawn as 3-D effect
Any exception must Note to represent typical minimum parallel
Bridge Rail be coordinated with 2 installation to bridge.structure.
(design varies) Division Bridge
p g
personnel prior to � To of bridge deck extended
construction.
Bridge Deck
Distance varies
Table A—Minimum Horizontal Clearance Distances to POWER Lines to ground
from OSHA where pole is
VOLTAGE MINIMUM CLEARANCE installed
(nominal, kV,alternating (feet)
current
II to 50 10
over 50 to 200 15
Over 200 to 350 20 **Note 2-MINIMUN SAG CLEARANCE
Over 350 to 500 25 HEIGHT is 25 feet(applies to
Over 500 to 750 3 telecommunications AND power).
Over 750 to 1000 43
over'i000 As established by the utility
owne dope rato r or registered
professional engineer who is a qualified
person wikh respect to electrical power
transmission and distribution
***Note 3:HORIZONTAL CLEARANCE EXCEPTION.If vertical sag clearance height for power above bridge deck is>_
45 feet AND voltage is< 350kV,then Minimum Horizontal Clearance may be reduced to 3 feet.Any telecommunications
attachment to power pole allowed in this exception must have a minimum 25 feet sag clearance height above bridge deck.

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NUTRIEN-AURORA
LEGEND ^ u rien rM 1530 NC HWY 306S
AURORA NC,27806
® EXISTING 07-01 MINING PERMIT AREA M RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
TITLE
EXISTING 07-01 ANCILLARY AREA r PCS PHOSPHATE COMPANY, INC.
PROJECT LOCATION
MODIFICATION TO 07-01 MINING PERMIT AREA SR 3__--- - - DATE DWG NO REV
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3/31/2022
,C +�e3ss ntai i
DWG 1 0
404 CORPS PERMIT- MODIFIED ALT L , �� _ f v
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1"=1,500' NAD 1983 NORTH CAROLINA STATE PLANE
SIZE DWG FILE
B NCDOT DRIVEWAY SITE LOCATION.DWG

DRAWING No.
17MB0928-CIO24-201
\
0 GENERAL NOTES MATCHLINE SEE SHEET 17MB0938-CIO24-101
1. SEE SHEET 17MB0928-CIO22-201 FOR GENERAL NOTES. \ \ \
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL,STATE,AND
FEDERAL REGULATIONS. \ \ \ \
3. STEEL ENCASEMENT PIPES SHALL BE INSTALLED WITH MINIMUM 24"COVER \
BETWEEN BOTTOM OF DITCH AND CROWN OF PIPE FOR NCDOT CROSSINGS. \ \ \
INTERSECTION LIGHTING NOTES \ \ \
1. INTERSECTION LIGHT POLE TO BE SINGLE POLE WITH EXTENDED ARM,A TOTAL OF \ \ \ \
25 FT HIGH. LIGHTS TO BE LED TYPE II,480V,0.900 LLF, 20567 LUMINAIRE, 166
LUMINAIRE WATT. \
JACK AND BORE NOTES \ \ \ \
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NCDOT.
2. BLASTING SHALL NOT BE PERMITTED. \ \ \ \ \
3. CASINGS SHALL BE MINIMUM API 5L X60 (GRADE 60) OR APPROVED EQUAL. \
CASINGS SHALL BE UNCOATED.
4. 48" STEEL CASING TO BE MINIMUM 0.500" WALL THICKNESS. \ \ \
5. 42" STEEL CASING TO BE MINIMUM 0.375" WALL THICKNESS. \
6. CONTRACTOR SHALL COORDINATE SEQUENCING OF JACK AND BORE \
OPERATIONS WITH NUTRIEN PRIOR TO CONSTRUCTION. \
7. BORE PIT DIMENSIONS SHOWN ON THESE DRAWINGS ARE THE ENGINEER'S \ \ \
ESTIMATED DIMENSIONS. BORING CONTRACTOR SHALL DEFINE THE EXACT o 0 0 0 \ \ _ o_ _ o11-0
o 0 0
DIMENSIONS PRIOR TO CONSTRUCTION. �0 0 0 0 \ \ \ \ o T o �0 0 0 7
8. PIPE ALIGNMENT BEYOND CASINGS IS FOR REFERENCE ONLY. FINAL \
ALIGNMENT OF PIPES BY OWNER. / \ \ 20 00 /
9. THE AREA OF EXCAVATION/CONSTRUCTION WILL BE VACUUM DEWATERED / /
TO THE LOWER GROUNDWATER LEVEL IF NECESSARY. 00 / \ \ ^ / / oo/T 2?0 2
10. THE CASING PIPES WILL BE INSTALLED USING JACK AND BORE TECHNIQUE.
THE STEEL PIPE SEGMENTS WILL BE FIELD WELDED WITH ``) 3g M
\
FULL-PENETRATION WELDS. / .00
11. THE BORING PROCESS WILL PROCEED 24 HOURS PER DAY WITHOUT \ \
STOPPAGE FOR EACH CASING PIPE. p/1
12. THE FRONT OF THE PIPE WILL BE PROVIDED WITH MECHANICAL P L J
ARRANGEMENT TO PREVENT THE AUGER FROM LEADING THE PIPE.
13. THE CUTTING HEAD AND AUGER WILL BE REMOVABLE IN THE EVENT THAT
AN OBSTRUCTION IS ENCOUNTERED. o 0 0 0 \ o 0 0
41)
14. THE CUTTING HEAD DIAMETER WILL BE NO MORE THAN THE OUTSIDE O,S� +' `+" +' to \ \ \ 4- 0 0 0 0
DIAMETER OF THE CASING PIPE. \ o 00 0 4 \ \ \
15. THE FACES OF THE CUTTING HEAD WILL PROVIDE REASONABLE 1
OBSTRUCTION TO THE FREE FLOW OF SOFT OR POOR MATERIALS. 0,5 (4)48" STEEL \ \ \40.0
\ ENCASEMENT PIPE
DEWATERING PLAN IX (0.500° WALL THICKNESS) \ \ \
1. WATER ACCUMULATED IN LAUNCHING PITS ON THE NORTH SIDE OF SR33 WILL BE \ (2)42" STEEL -
PIPE
CONVEYED NORTH THROUGH THE FIRST CASING INSTALLED BENEATH THE O x 1 / / / / \ 210-LF @ ENCASEMENT PIPE
RAILROAD TRACKS AND INTO THE EXISTING MINE PERMIT AREA NORTH OF BAILEY X - (0.438"WALL THICKNESS) El
CREEK DIVERSION. I 1 2 3
2. WATER ACCUMULATED IN RECEIVING PITS ON THE SOUTH SIDE OF SR33 WILL BE Oxx \ \ 1 WELL
CONVEYED VIA A PUMP/FILTER BAG SYSTEM INTO THE EXISTING FIELD PRIOR TO o 0 0 0 400, \ \ o 0 0 .
FIRST JACK AND BORE CASING INSTALLED BENEATH SR33. O ,+ ,+ f f \
3. UPON CONSTRUCTION OF FIRST CASING BENEATH SR33,WATER ACCUMULATED IN
RECEIVING PITS ON THE SOUTH SIDE OF SR33 WILL BE CONVEYED NORTH / / \ Y- t
x P
THROUGH THE CASING BENEATH THE ROAD AND BENEATH THE RAILROAD TRACKS \ \ °) - A OHE HE
P uhE - OHE HE c OHE
AND INTO THE EXISTING MINE PERMIT AREA NORTH OF BAILEY CREEK DIVERSION. ( HE OHE OHE OHE OHE OHE OHE OHFo 0HE 6LHt H - - - - - - -
- - - - - - - - - - 'M. - - - - -
EXISTING CONDITIONS LEGEND FM FM FM FM FM FM FM \ F141� FM FM FM- FM- FM M F FM FM FM FM F
\ FO FO FO S• FO
FO FO FO FO -- FO FO FO FO \ FO FO O FO 'O FO FO FO FO
FORCE MAIN T T T A T -- T A T � / / / � T T T � T T T T T T T T T
T �� T � �\ � -- T
1
r - TELECOM -
N H WY 306
FO FIBER OPTIC - _ - - • - -
w WATER MAIN - - - - - � / � / � / � /
Aw
OHE OVERHEAD ELECTRIC
T T T T T T - - T aT T � T T T T T X-T
T � T T � T � T � T � T T* T
- - RIGHT-OF-WAY T T T T T T T /
VT T T T T T T T T
w w - W/ W W / - w / - W -� w w w w w w w W W
C/L OF ROAD W W W W W �/ / / / �� -
FO FO FO FO ' FO FO FO -� F FO - FO D F FO O FO FO FO FO F
_ - X
PROPOSED CONDITIONS LEGEND - fo
\ x x if�
DRAINAGE CULVERT o 0 o 0 f \ o / o / / / / ••
o / o o / o / + + o 0
STEEL ENCASEMENT PIPE, BORE &JACK c� cV cv c� \ \ \ N N 01S N N N
\ APPROX. LOCATION \
FUTURE STEEL ENCASEMENT PIPE, BY OTHER \ 02S 03S OF FUTURE STEEL
INTERSECTION LIGHT POLE, HT=25 FT \ \ \ \p \ P1S dw ' ENCASEMENT PIPES
wis
KEYNOTES W4S \ \ \ \ P2S
OBORE&JACK STEEL ENCASEMENT PIPE W2S \ \ \
W3S
2 LAUNCHING BORE PIT.
3ORECEIVING BORE PIT. co co- -co- -co 40.0,. \ 0 0
0 + cV N N / �/ c� N N N N N 3
\ f M
co \ 20,00 f � (3)42" STEEL
/ 38.00 / \ \ \ \ L L 27•00 ENCASEMENT PIPE
ALIGNMENT LOCATIONS \ \ \ 210-LF @ 0.7%
/ \ (0.438"WALL THICKNESS)
2+60
NAME BEGINNING NORTHING / EASTING ENDING NORTHING / EASTING 2+60 \ 2+60
STATION (BEGINNING) STATION (ENDING) 2+60 \ 2+60 / 0 20' 40' 60'
2+60 2+60
W1S 0+00 N: 570828.06/ E: 2645036.63 2+60 N: 570618.17 / E: 2645043.38 \ 1"=20'
2+60 2+60
W2S 0+00 N: 570830.33/ E: 2645044.57 2+60 N: 570620.44/ E: 2645051.31
W3S 0+00 N: 570832.60/ E: 2645052.50 2+60 N: 570622.71 / E: 2645059.24 SEAL
W4S 0+00 N: 570834.87/ E: 2645060.43 2+60 N: 570624.97/ E: 2645067.17 CA
P1S 0+00 N: 570875.18/ E: 2645198.80 2+60 N: 570665.30 / E: 2645205.54 S
DR. H. BANKS DATE •;Q� Nq�::
P2S 0+00 N: 570877.25/ E: 2645205.73 2+60 N: 570667.36/ E: 2645212.48 DSGN. Z. ZOLVINSKI SEAL
- 35598 -
01 S 0+00 N: 570884.51 / E: 2645235.52 2+60 N: 570674.62 / E: 2645242.26
CK. Z. ZOLVINSKI
02S 0+00 N: 570886.41 / E: 2645242.46 2+60 N: 570676.52/ E: 2645249.20 111 CORNING ROAD, SUITE 200, CARP, INC 27518 USA '�'ii •;!VG I .••5 �.��
Ph: 919.859.5000 FAX: [phone] • • •• �����
03S 0+00 N: 570888.31 / E: 2645249.40 2+60 N: 570678.42 / E: 2645256.15 NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL J. GOLLINGS JOB N0. 17MB0938 ,�qR�111100; \\\\��`
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1024-201.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE 12/22/21
H. BANKS JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI en' NCDOT STATE ROAD 33 ROW CROSSING AS NOTED
APPROVED
0 03-09-22 ISSUE FOR CONSTRUCTION LR ZZ ZZ CH Z. ZOLVINSKI TM UTILITY PLAN DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO24-201
C. HEAKINS

DRAWING No.
MBO 38-CIO27-201 / ' ' / / Y ��► �1�
0
� �- . W / \
to 0
LAUNCH ► \ I
PIT I W3S
\ \1 2+60
0+00- l 0+50 1+00 11+50 �j 2+00 2+50 2+60 20 20
04_00 1_ 04F50 11-00 1�50 2 00 2�50
04-00 C04F50 - -11-00/ 14-50 200 2�-50 FUTURE rl- rn
400 450 - 11-00 �11-50 2�00 24-50 FINISHED O r - O FIELD VERIFY ALL
� I � J 1 0� EXISTING UNDERGROUND
- 2+60 GRADE � + U w
UTILITY SIZES ELEVATIONS
EXISTING 2.5:1 SLOPE 00 1 Q co w 100
1 ` 1 1\ I 2+60 GRADE
W2S 1 r \ z c~/) can LLi z
RECEIVING \ 15 15
mow PIT z-=> \ ` 1 —1- I I I I EX. TELECOM
1 1 EX. TELECOM
48" WATER STEEL ENCASEMENT PIPES - PLAN VIEW I , EX. TELECOM
10 I EX. FO
10
/ EX. WATER
20 20 I EX. FM r` EX. FO
/
/ I/Q I I M \
FUTURE � o O' �
/ Y �
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EXISTING FUTURE
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w 48"STEEL ENCASEMENT PIPE/
GRADE z � � U) z GRADE
15 15 210 LF o
@ 0.70/o
13' LONG X 38'
EX. TELECOM I I 1 r I I 37' LONG X 38'WIDE _-
I -EX. TELECOM 0 WIDE RECEIVING p
/ EX. FO I LAUNCH BORE PIT o 0 0 I BORE PIT
10 EX. FM _ = EX. TELECOM 10 0 0 0- O I O co
/ o o co > + w � 1 1 � I o o � � CARRIER PIPE:
Il —EX. WATER I I o r� + w o 0 0
Y� r o 0 0 _3 w O 1�30.9' 30.9'iI O > o 16 . 34" DIA, MDPE
/ I �0 I 11EX. FO ; ow � m � ? z z Nw CD Nw + w
-5 � a � z � aui
Qw -5
cn m THEORETICAL 2:1 U) m ~
-1+00 0+00 SLOPE 5' FROM EDGE 1+00 2+00 m 3+00 3+50
FUTURE
5 FINISHED 5 OF LANE (TYP.)
I
GRADE 48"STEEL ENCASEMENT PIPE
210LF@0.70% I 48" WATER STEEL ENCASEMENT PIPE #3 (W3S)- PROFILE VIEW,
p 37' LONG X 38'WIDE o 13' LONG X 38' p
LAUNCH BORE PIT oo r-: I WIDE RECEIVING
o M > O I p BORE PIT
o ; � ow co
o + w Q 0 0 o C'! o o o CARRIER PIPE: 20 20
0 0 o f > O If 30.9' 30.9'i1 0 0 0 0 0
o+ > � LU cnz U U � >CL co � 34" DIA, MDPE ao
_5 Q w m z z N I j_N LJjJ Q w _5 FINISHED O O FIELD VERIFY ALL
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THEORETICAL 2:1 � i a + 0 w
-1+00 °� 0+00 1+00 2+00 c/) z � CO U) m 3+00 3+50 EXISTING UTILITY SIZES ELEVATIONS
SLOPE 5' FROM GRADE 2.5:1 SLOPE 0o Q co w 00
EDGE OF LANE (TYP.) z I � coc I z
48" WATER STEEL ENCASEMENT PIPE #1 (WlS) - PROFILE VIEW. 15 I I 15
I IEX. TELECOM'S
EX. TELECO EX. TELECOM
/ EX.rFO 1 EX. WATER
20 20 10 10
/ I EX. FM EX. FO
� B
~ I /
FUTURE � °o °'
FINISHED 0 1 O FIELD VERIFY ALL / 0) I
GRADE _ > [EXISTING UNDERGROUND I / `� 1 �
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2.5:1 SLOPE 0 . co J 0
EXISTING 0 Q c'' w 0
U � 0� cn U FUTURE
I GRADE z I C w I z 5 FINISHED
5
15 I I 15 GRADE 48"STEEL ENCASEMENT PI
1 / 210 LF @ 0.70% PE
/ EX. TELECOM EX. TELECOM
EX. FO I 37' LONG X 38'WIDE
10 EX. FM I \ 10 0 LAUNCH BORE PIT I 1 -- 13' LONG X 38' p
/ I EX. TELECOM
/ o � � cy) WIDE RECEIVING
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\ I I o �
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/ \ Qw Qw < > 0 U Qw o0 000 34" DIA, MDPE
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FINISHEDGRADE ;, -1+00 0+00 THEORETICAL 2:1 1+00 2+00 U) m � a 3+00 3+50 PROFILE LEGEND
SLOPE 5' FROM EDGE cn m 48 STEEL ENCASEMENT PIPE OF LANE (TYP.) BP ELEV: X.XX BORE PIT ELEVATION
210 LF @ 0.70%
48" WATER STEEL ENCASEMENT PIPE #4 (W4S) PROFILE VIEW S ELEV:INV ELEV: X.XX FINISHED SURFACE EPIPE INVERT LEVATION ON
13' LONG X 38'
-
37' LONG X 38'WIDE I WIDE RECEIVING
0 LAUNCH BORE PIT --
BORE PIT p /, STEEL ENCASEMENT PIPE, BORE &JACK
0 0 0 0 O I O
6 0 0 6 � � I o N CARRIER PIPE:
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CK. Z. ZOLVINSKI .
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA ' FN ��•'S��
48" WATER STEEL ENCASEMENT PIPE #2 (W2S) - PROFILE VIEW 4°' 8°' 12°' a ,Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB0938 VERTICAL NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 ����rrrrr►►►►►�
HORIZONTAL SCALE: NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757
SCALE:1"=4' CAD FILE N0. 17MB0938-C1027-201.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 12/16/21
L. RUSH JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' u en 17MB0938 AS NOTED
APPROVED NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI TM 48" WATER STEEL ENCASEMENT DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding► the Future 17MB0938-C1027-201
C. HEAKINS PLAN & PROFILES

DRAWING No.
17MB0938-CIO27-202
0
0+00— 0+50 1+00 1+50 \ \� \2r�\+00 2+50 +6
Ot00 Ot50 1t00 1t50 _ 2t00 — 2t50 2 0
RECEIVING
LAUNCH P1S x \ \ rr I11 PIT — —
PIT
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o 0 o
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42" PROCESS WATER STEEL ENCASEMENT PIPES - PLAN VIEW
20 20 20 20
O
FUTURE b �_ p FIELD VERIFY ALL FUTURE p p FIELD VERIFY ALL
FINISHED -J EXISTING UNDERGROUND FINISHED EXISTING UNDERGROUND
EXISTING GRADE U J UTILITY SIZES ELEVATIONS EXISTING GRADE J > UTILITY SIZES ELEVATIONS
GRADE 2.5:1 SLOPE p Q c`i w p GRADE 2.5:1 SLOPE o r co w o
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zI � � L Iz zI � � cn Iz
15 — 15 15 co U) w 15
I I I I
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10 EX. FO 10 10 ELECOM I 10
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FINISHED I I FINISHED I I
5 GRADE 5
r GRADE 42"STEEL ENCASEMENT PIPE
I 42"STEEL ENCASEMENT PIPE
210 LF @ 0.70% I 13' LONG X 2T WIDE 210 LF @ 0.70% I 13' LONG X 27'
I RECEIVING BORE /11
I PIT — I WIDE RECEIVING
BORE PIT
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SLOPE 5' FROM EDGE SLOPE 5' FROM EDGE
OF LANE (TYP.) OF LANE (TYP.)
42" PROCESS WATER STEEL ENCASEMENT PIPE #1 (PlS) - PROFILE VIEW. 42" PROCESS WATER STEEL ENCASEMENT PIPE #2 (P2S) - PROFILE VIEW,
PROFILE LEGEND
BP ELEV: X.XX BORE PIT ELEVATION SEAL``�������►CAR���''''
INV ELEV: X.XX PIPE INVERT ELEVATION ��`
FS ELEV: FINISHED SURFACE ELEVATION 4'
DR. L. RUSH DATE 12/16/21 ;•Q� ��': ,
SEAL
STEEL ENCASEMENT PIPE, BORE &JACK DSGN. L. RUSH _ 35598
JACOBE
CK. Z. ZOLVINSKI
0 40' 80' 120' 111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA ' '•FN ��y:���```
0 Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB0938
HORIZONTAL SCALE:1"=40' VERTICAL NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287
SCALE:1"=4' NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CIO27-202.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE 12/16/21
L. RUSH JOB NO.
CHECKED lu en TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' 17MB0938 AS NOTED
APPROVED - NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI TM 42" PROCESS WATER STEEL ENCASEMENT DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO27-202
C. HEAKINS PLAN & PROFILES

DRAWING No.
17MB0938-CIO27-203
0
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5 GRADE I 5
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_ 13' LONG X 27'
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_ U) m a FROM EDGE OF LANE (TYP.) z c i m Q w -5
-5 cn m -5 -5 � a
-1+00 0+00 THEORETICAL 2A 1+00 2+00 3+00 3+50 -1+00 0+00 1+00 2+00 c/) m 3+00 3+50
SLOPE 5' FROM EDGE
OF LANE (TYP.)
_ 42" ORE STEEL ENCASEMENT PIPE #3 (03S) - PROFILE VIEW42" ORE STEEL ENCASEMENT PIPE #1 (01S) PROFILE VIEW
20 i 20
0
p M �_ p FIELD VERIFY ALL
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15 I I 15
II I 1 EX. TELECOM I
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I EX. TELECOM
10 EX. TELECOM I ` 10
EX. WATER I I
/ EX. FM
FUTURE / EX. FO \
FINISHED I I
5 GRADE 5
MMAx42"STEEL ENCASEMENT PIPE
210LF@0.70% I
37' LONG X 20'WIDE I _ PROFILE LEGEND
p LAUNCH BORE PIT —o c~� O c�i o N I I p
o o + w I I BP ELEV: X.XX BORE PIT ELEVATION
++ w o w CD co O w O I O I rn 13' LONG X 20' INV ELEV: X.XX PIPE INVERT ELEVATION
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FROM EDGE OF LANE (TYP.) ' z z z N w N J 20" DIA, STEEL STEEL ENCASEMENT PIPE, BORE & JACK 4 DR. L. RUSH DATE 12/16/21
-5 U - Q w Q w -5 = SEAL
-1+00 0+00 1+00 2+00 U) m c) m 3+00 3+50 DSGN. L. RUSH = 35598
B11
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA '•FN ��•'��```
0 40' 80' 120' Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB093842" ORE STEEL ENCASEMENT PIPE #2 (02S) - PROFILE VIEW 0 NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 -
HORIZONTAL SCALE:1"=40' VERTICAL NORTH CAROLINA ARCHITECTURAL FIRM REG. N0. 50757
SCALE:1"=4' CAD FILE NO. 17MB0938-CIO27-203.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE 12/16/21
L. RUSH JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKIu en 17MB0938 AS NOTED
APPROVED NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI TM 42" ORE STEEL ENCASEMENT DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO27-203
C. HEAKINS PLAN & PROFILES

DRAWING No.
17MB0938-CIO26-202
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T T T T T T T T T T T T T T — — — � - - - - - - — - - - - -
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F _ {� O _ FO FO FO FAD FO FO FO INV=8.750 FO
6 W W 60" CMP
STA. 24+96.67 \ \ �Z 1 TOP = = a p _ 72" CHL/ 1SBW
o I
6 BOTTOM � o 0 2 70.
2 a cR WOODS WOODS
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SR33 SIG NAG E PLAN STA. 25+50 - STA. 40+67
KEYNOTES GENERAL NOTES LEGEND
OFLASHING"STOP"SIGN, MODEL#M75-R4848-Wr01
1. TRAFFIC ON SR33 HAS THE RIGHT-OF-WAY. RIGHT-OF-WAY
2O FLASHING"CROSSING TRAFFIC DOES NOT STOP"SIGN,48"x48", MODEL#M75-R3015-BA47 2. FLAGMAN/HAUL TRUCKS SHALL BE RESPONSIBLE FOR ENSURING PATH IS CLEAR BEFORE
CROSSING SR33. W EX. WATER LINE
O NON-FLASHING WARNING SIGN,48"x48", MUTCD W8-6 MODIFIED TO STATE"MINE ROAD CROSSING 1500 FT". 3. ELEVATED GUARD SHACK SHALL BE MANNED 24/7. GUARD/FLAGMAN SHALL BE ON SITE 2%TO A i
CONTROL HAUL TRUCK CROSSING OPERATIONS. T EX. TELEPHONE LINE V
4OFLASHING"VEHICLES ENTERING WHEN FLASHING 1000 FT"SIGN,48"x48", MODEL#M75-R4848-BA47 4. FLASHING WARNING SIGNS ALONG SR33 SHALL BE ACTIVATED WHEN HAUL TRUCK IS STOPPED
AT CROSSING. FO EX. FIBER OPTIC LINE
OFLASHING"VEHICLES ENTERING WHEN FLASHING 650 FT"SIGN,48"x48", MODEL#M75 R4848 BA47 5. WHEN VEHICLES TRAVELLING ON SR33 ENTER WITHING 1000-LF OF THE HAUL ROAD-SR33
PROP. LIGHT POLE
OFLASHING"VEHICLES ENTERING WHEN FLASHING"SIGN,48"x48", MODEL#M75-R4848-BA47 INTERSECTION, FLASHING LIGHTS SHALL ILLUMINATE STOP SIGNS TO NOTIFY HAUL TRUCKS
THAT THERE ARE VEHICLES ON SR33 WITHIN THE CROSSING ZONE. PROP. STORM PIPE
0FUTURE GUARD SHACK 6. "650 FT"DISTANCE IS BASED ON STOPPING SIGHT DISTANCE PROP. STORM JUNCTION BOX
7. IMMEDIATE MINE ROAD CROSSING AREA SHALL BE WELL LIT AT ALL TIMES.
OPROPOSED LIGHT POLE, SEE UTILITY SHEET 17MB0938-CIO24-201 FOR DETAILS. 8. SIGNS SHALL BE PLACED A MINIMUM OF 6-FT FROM THE EDGE OF PAVEMENT. CONTRACTOR O PROP. STORM MANHOLE
SHALL FIELD VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO INSTALLING ALL ROAD SIGNS. El PROP. STORM FLARED END SECTION
9. ALL FLASHING SIGNS SHALL BE INSTALLED ON BREAKAWAY POSTS,2/2"x 2y", 10 GAUGE. PROP. ROAD SIGN
BREAKAWAY POSTS TO BE PER NCDOT SPECIFICATION 1110.01. 0 50' 100, 150,
10. ALL FLASHING SIGNS TO BE EQUIPPED WITH SOLAR PANEL(MODEL#'S M75-SA300-CTLE,
M75-SA300-CLBE)AND RADAR DETECTOR(MODEL#M75-SA300-RDRO). 1"-50'
11. MODEL NUMBERS FOR FLASHING LIGHT SYSTEMS ARE FROM TRAFFICALM SYSTEMS.
12. MINIMUM SIGN HEIGHT TO BE SEVEN FEET ABOVE EDGE OF PAVEMENT TO BOTTOM OF SIGN. IF
SIGN IS MOUNTED BELOW ANOTHER, MAJOR SIGN SHALL BE AT LEAST EIGHT FEET AND SEAL
SECONDARY SIGN SHALL BE AT LEAST FIVE FEET ABOVE LEVEL EDGE OF PAVEMENT. CAROB
13. ALL LIGHT RINGS ALONG PERIMETERS OF FLASHING SIGNS SHALL BE TEMPER PROOF RIVETED. FESS/0•' ?9��'%
DR. Z. ZOLVINSKI DATE 01/20/22 :'Q� l'•
EAL
DSGN. Z. ZOLVINSKI = 35598
CK. Z. ZOLVINSKI '%� •.•FiyG
111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA
Ph: 919.859.5000 FAX: [phone] DL Z ZOLVINSKI JOB N0 17MB0938 i�gRV••10
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 Z. . �ii////III I,�������
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1026-202.DWG 02/23/2022
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 01/20/22
Z. ZOLVINSKI JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' 17MB0938 AS NOTED
NCDOT STATE ROAD 33 ROW CROSSING
APPROVED
0 02-23-22 ISSUE FOR CONSTRUCTION ZZ ZZ ZZ CH Z. ZOLVINSKI TM SIGNAGE PLAN DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO26-202
C. HEAKINS