Addendum 2.pdf

Invitation for Bid No. 2027-004

Union County Jesse Helms Park Field Lighting

ADDENDUM No. 2 ISSUE DATE: August 28, 2026

Responding Offerors on this project are hereby notified that this Addendum shall be made a part of the above named IFB document.

The following items add to, modify, and/or clarify the IFB documents and shall have the full force and effect of the original Documents. This Addendum shall be acknowledged by the Offeror in the IFB document.

ADDENDUM NO. 02

LaBella Associates 1 UC Jesse Helms Park Field Lighting Project # 2252163 00 91 13 100% Construction Documents – 06/26/2026

Union County Jesse Helms Park Field Lighting Union County, Owner Project No.: 2252163 Contract Document Date: June 26, 2026 Issue to: Bidders Addendum Date: August 28, 2026

A. NOTICE TO BIDDER

1.1 This Addendum is issued pursuant to the Conditions of the Contract and is hereby made part of the Contract Documents. The addendum serves to clarify, revise, and supersede information in the Project Manual, the Drawings, and previously issued Addenda. The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Bid Form. Failure to do so may subject the Bidder to disqualification. A list of attachments, if any, is part of this document.

1.2 Acknowledge receipt of this Addendum in the space provided in the Bid Form. Failure to do so may disqualify the Bidder.

1.3 Sealed Bids for Union County Jesse Helms Park Field Lighting will be received by the Union

County Procurement and Contract Management Department until 10:00 AM local time on September 10, 2026, at 610 Patton Avenue, Monroe, NC 28110.

1.4 All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Procurement contact person listed on the cover page (Corey.Brooks@unioncountync.gov). Questions will be addressed via Addenda no later than seven calendar days prior to the date for receipt of bids. All addenda and any associated contract document revisions will be posted to the following websites: Union County, NC State IPS, Duncan Parnell Plan room.

B. QUESTION AND ANSWER SECTION

1. The specifications state that direct burial steel poles are approved and to be used. However, the drawings state that direct burial steel poles cannot be used and are a competitors “proprietary design” that others are not able to provide. Please confirm that direct burial steel poles are acceptable.

Answer: Poles are to be concrete-encased direct burial steel. The contractor shall provide a foundation detail sealed by an NC licensed structural engineer of foundation.

2. Please confirm that a remotely mounted electrical enclosure installed approximately 10 feet above finished grade on each pole will be acceptable. The enclosure would contain the branch circuit breakers, ground block, contactors, surge protection devices, and disconnect switches, while the LED drivers (ballasts) would be integrally mounted within the luminaires at the top of the pole.

Answer: Branch breaker panels must be mounted so no breaker exceeds 6 feet 7 inches above grade per NEC 240.24. Driver cabinet shall be mounted to pole at 10 feet above grade. Drivers may be a part of fixture housing if a protective cage/platform and pole steps are provided.

3. Pole foundation/type Section 26 56 68 requires eight 70-foot, concrete-encased, direct-burial steel poles. It repeats that the extended pole length and augered foundation are to be determined by the manufacturer. Manual PDF pp. 349 and 354; §1.1.A/F, §2.6.A.1, §2.9.A. E001, Construction Note 3(b), expressly says direct-bury steel poles that use the extended shaft as their foundation “shall not be allowed.” Plans PDF p. 2. Confirm whether the specified concrete-encased direct-burial steel-pole system is required and delete Note 3(b), or provide a separate foundation/pole detail.

Answer: Poles are to be concrete-encased direct burial. Note 3(b) has been deleted.

file://union9/vol2/common/Facilities%20Management/FM%20Active%20Projects/Jessie%20Helms%20Park/2025%20Soccer%20Field%20Lights/02-%20Owner/05-%20RFQ,%20IFB%20and%20bidding/02-%20IFB%20#%20(and%20description)/02-%20Div%2000,%2001%20and%20Contract%20Prep/Corey.Brooks@unioncountync.gov

LaBella Associates 2 UC Jesse Helms Park Field Lighting

4. Pole material Section 26 56 68 consistently requires steel poles: §1.1.A/F and §2.6.A.1. Manual PDF pp. 349 and 354.The Site Lighting Fixture and Pole Schedule on E052 describes the 70-foot pole as “round, straight, smooth aluminum.” Plans PDF p. 4. Revise the schedule to steel or revise the specification and structural criteria for aluminum. Steel appears to be the intended design because E701 also calls for 70-foot direct-burial steel poles.

Answer: Steel poles are to be used. The lighting fixture schedule on E052 has been corrected.

5. Underground PVC conduit Section 26 05 33 specifies RNC, Type EPC-40-PVC, for underground direct-buried conduit. Manual PDF pp. 249 and 252; §2.2.A.4 and §3.1.B.3. The trench detail on E501 requires Schedule 80 PVC unless otherwise shown. Plans PDF p. 6. Confirm whether Schedule 80 is intended throughout or only at risers/exposed or damage-prone locations.

Answer: Schedule 40 PVC is acceptable except at risers, 90’s, and damage-prone locations. Schedule 80 is to be used at these exceptions.

6. Wind ratings: Section 26 56 68 requires the poles to be rated for 115 mph under ASCE 7-10, matching E701. E001 separately requires luminaires, visors, and crossarm assemblies to withstand 150 mph. These address different components, so both can technically apply.

Nevertheless, the delegated pole/foundation engineer should be told whether the complete assembled structure is to be designed at 115 or 150 mph.

Answer: The complete assembled structure is to be designed at 115 MPH.

7. Pole description on E001: Construction Note 3 refers to “galvanized steel concrete pole” construction and allows a concrete pole with at least 8,000-psi strength, while the specification and E701 identify a steel-pole system. This should be removed or clarified along with the pole RFI.

Answer: E001 has been corrected to be consistent with the specification.

8. Control-zone count inside the specification: Section 26 56 68 §2.4.A.3 says the project requires four zones of control, but §2.4.D says, “Field Zones Two.” This is an internal specification contradiction rather than a conflict with the drawings. E701 shows separate LP2 and LP3 contactor/control arrangements but does not clearly settle the total zone count.

Answer: There shall be one control zone per field, for a total of two control zones.

9. Soccer Field 2 dimensions: E052 labels the existing field as 360 by 120 feet, while the E501 photometric grid for Field 2 is 360 by 225 feet. Section 26 56 68 requires calculations over the entire playing surface but does not provide independent dimensions. Confirm the required illuminated boundary.

Answer: The required illuminated boundary is 360 feet by 225 feet for both fields.

10. Insulation-resistance criteria within the drawings: E001 calls for at least 2 megohms, consistent with the project-manual testing language, while E051 requires replacement below 100 megohms for conductors in water-filled conduit. This is a drawing-to-drawing difference; Please confirm the insulation resistance criteria.

Answer: Insulation resistance shall be at least 2 megohms for conductors not within water-filled conduit. Conductors within water-filed conduit shall have insulation resistance greater than 100 megohms.

LaBella Associates 3 UC Jesse Helms Park Field Lighting

11. Are there any blackout dates or days of the week that we should consider in the project schedule?

Answer: No.

12. I called the City of Monroe to inquire about the building permit fee for this project and they told me that this address is covered under Union County. Please clarify the permit application number and jurisdiction. Please also clarify the permit fees to be included in our bid if available.

Answer: Permit fees shall be the responsibility of the Contractor. Permit number is PRAB202600871, jurisdiction and plan review is the City of Monroe.

13. Please confirm the County’s intended site access route and specified laydown area for this project.

Answer: Coordinate with Union County project manager prior to construction.

14. Please confirm the contractor for the project is not required to provide temporary toilets for the project.

Answer: Contractor shall not provide temporary toilets. Contractors shall utilize existing toilet building and are required to maintain its cleanliness.

15. Please confirm the turf and grass repair details for any disturbed areas on the project.

Answer: Turf and grass shall be repaired to original condition with sod. Seed and straw is not to be used.

16. Please confirm the repair detail for the park parking lot in the event there is damage during construction.

Answer: Parking lot shall be repaired to its original condition.

17. Please confirm the repair detail for the asphalt path in the event there is damage during construction.

Answer: The contractor shall not be required to repair the asphalt path if damaged as it shall be replaced in future construction projects.

18. Please provide the status of the temporary and permanent power applications for the project if any. Please confirm the delivery and installation date of the transformer and infrastructure if available.

Answer: To be coordinated by the contractor as part of this contract.

19. Please confirm that the Owner will make application for permanent power and will pay separately for any costs associated with that request to the utility.

Answer: Owner shall make application for permanent power and shall pay for any costs associated with the utility request.

20. Please confirm that the Owner will procure geotechnical engineering services for the project.

Answer: Contractor shall procure geotechnical engineering services for pole installation.

Union County will cover the expense if additional geotechnical services are required and approved by the engineer.

LaBella Associates 4 UC Jesse Helms Park Field Lighting Project # 2252163 00 91 13 100% Construction Documents – 06/26/2026

21. Please confirm that the Contractor should assume suitable in situ soils required for the pole and pole foundation installation.

Answer: Contractor shall assume suitable soils. Soil testing at pole locations should be performed for structural foundation.

22. Please confirm that all soils will be wasted on site. Please provide a location for disposal of soils.

Answer: Contractor to remove all construction waste and trash from site, and dispose of such materials in the appropriate manner. The disposal of excess soils from the project site shall be coordinated with the Owner.

C. MODIFICATIONS TO DRAWINGS

1.5 Pole material changed from aluminum to steel on fixture/pole schedule on E052.

1.6 E001 has been updated regarding pole construction to match specification.

D. MODIFICATIONS TO SPECIFICATIONS

1.7 None.

E. APPROVED EQUIVALENT LIGHTING SYSTEMS/MANUFACTURERS

1.8 Qualite Sports Lighting, Inc.

1.9 Premiere Sports Lighting. LLC.

F. ATTACHMENTS

1.10 Pre-bid meeting notes.

Pre-bid Attendance Log.

See Revised Drawings.

END OF ADDENDUM

LaBella Associates 1 UC Jesse Helms Park Field Lighting

IFB 2027-004

UNION COUNTY JESSE HELMS PARK FIELD LIGHTING

1505 SUMMERLIN DAIRY ROAD, WINGATE, NC 28174

PRE-BID CONFERENCE & SITE VISIT

TUESDAY, AUGUST 11, 2026 at 10:00 AM

1. Bids

a. Bid date:

i. Bids are due 10:00 am, Thursday, September 10, 2026, in the office of Union County

Procurement and Contract Management, 610 Patton Avenue, Monroe, NC 28110.

2. Question Deadline: August 13, 2026, at 5:00 PM

a. All questions should be submitted to Corey Brooks corey.brooks@unioncountync.gov.

3. Addendum Items

a. Notes from Pre-Bid Meeting may be included in an addendum.

b. Addenda will be posted to the Union County, State eVP website and released to the Duncan Parnell bid room.

4. General

a. This project is Single Prime Contractor (Formal Bid).

i. Any other work or permits required shall be the responsibility of the Electrical Contractor.

b. Union County reserves the right to reject any or all proposals.

c. Performance and Payment bonds will be required for this project.

d. Work hours are to be generally Monday to Friday 8:00am to 5pm. If work is required to be after normal business hours for the facility (i.e. power outage required for work associated with this project), Contractor can coordinate with the Owner and the Union County Project Manager what time to schedule the work. Any after hours work required to accomplish the scope of work without interruption of the function/activities at the site will not be considered additional services and/or added cost to the Owner.

e. Work after hours shall be coordinated with the Union County Project Manager and Maintenance Provider.

5. Scope:

a. Install new pole lighting serving the Jesse Helms Park fields as indicated on the drawings.

b. Plan Review:

i. Plans have been issued by the City of Monroe. The awarded Contractor is responsible for all costs related to plan review and permits.

6. Instructions to Bidders

a. Familiarity with Work and Conditions.

i. Contractor is to familiarize himself with site and conditions before bidding.

b. Interpretation of Plans and Specs.

i. If a Contractor is uncertain of the intent of documents, he is to notify Union County in writing.

ii. While not required, the contractor may attend the bid opening at 10:00 AM on the bid date, at the bid drop-off location.

iii. Bids may be dropped off early, mailed or hand delivered prior to the bid opening, but must be there by 10:00 AM the date of Bid opening.

7. Owner’s Notes:

a. The work shall be completed within 180 days, starting from after the Notice to Proceed is given. The

Notice to Proceed will be issued one day prior to the first day of work on site.

i. Contractors Notice to Proceed will start after contractor has received or secured delivery dates and arrives at site.

b. The bid form is not to be modified. The bid form shall include the following:

i. The base bid price.

ii. The contingency amount of 10% of base bid.

mailto:corey.brooks@unioncountync.gov

LaBella Associates 2 UC Jesse Helms Park Field Lighting

8. Tour of Construction Areas.

a. Contractor shall be responsible for securing the work space.

9. Additional notes:

a. Preferably, material will be brought to and removed from the site daily. A dumpster shall be allowed if location is coordinated and agreed to by the Union County Project Manager.

b. The contractor may place a storage container on the site for materials. Coordinate location with

Union County Project Manager.

c. If required, non-potable water is available for the contractor’s use from any exterior hose bibs.

d. Absolutely no tobacco use on property. This also includes “E” cigarettes and Vape devices. Any use of these products can result in removal from project.

e. Access to field and surrounding area shall be protected during work.

f. Contractor shall wear identifying clothing (with Company name and/or logo) and/or badges such that all workers on this project can be identified while on site.

g. Contractor shall be respectful at all times to employees and patrons.

h. Please call Bernie Stallings (704 941 2104) with corrections or omissions to these notes.

10. Notes from Prebid meeting:

a. Porta johns will not be allowed. The construction team may use the public restrooms on site. These facilities will be shared with the public and are expected to be kept clean.

b. Any damage to field or grounds caused by the contractor shall be repaired to original condition.

(seed and straw will not be acceptable).

c. Work areas of construction shall be protected by temporary fencing.

d. Deliveries shall be allowed on paved surfaces.

e. Geotech services shall be the responsibility of the contractor.

f. If the contractor would like to propose any substitutions or changes to the contract documents for review by the Engineer and Union County as acceptable, he must do so by 8/13/2026 for consideration.

g. Pole cages and steps with integral fixture drivers shall be allowed in lieu of specified drivers pole mounted at 10’ above grade. Branch circuit panels and breakers shall be required to be mounted to each pole.

h. Underground Conduit shall be EPC schedule 40, 90’s and above grade shall be schedule 80 PVC.

bstallings Text Box Jim Chaffin / jim.chaffin@unioncountync.gov bstallings Text Box bstallings Text Box Union County Director Parks & Recreation / 704-283-3881 bstallings Text Box Corey Brooks / corey.brooks@unioncountync.gov bstallings Text Box Union County Director of Procurement & Contract Management / 704-283-3683 bstallings Text Box Union County Assistant Director Parks & Recreation / bstallings Text Box David Paschal / david.paschal@unioncountync.gov bstallings Text Box Lindsey Braswell / lindsey.braswell@unioncountync.gov bstallings

Union County Assistant Director Parks & Recreation / bstallings

Musco Sports Lighting / 336-414-1030 bstallings Text Box Dina Neeley / dina.neeley@musco,com bstallings Text Box Travis Penley / tpenley@tsportslight.com bstallings Text Box Torrence Sports Lighting / 704-658-6523 bstallings Text Box bstallings Text Box Patrick Cummings / patrick@hubrichcontracting.com bstallings

Hubrich Contracting Inc / 919-747-1462

APPENDIX B

G001

AGR

CDM

FIRE SEPARATION DISTANCE

(FEET) FROM PROPERTY LINES

DEGREE OF OPENINGS

PROTECTION

(TABLE 705.8)

ALLOWABLE AREA

ACTUAL SHOWN ON PLANS

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

Building Height in Feet (Table 504.3) EXISTING - - Building Height in Stories (Table 504.4) 1 - -

1505 SUMMERLIN DAIRY ROAD

WINGATE NC, 28174

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

Name of Project: _______________________________________________________________________________ Address: ______________________________________________________________ Zip Code _____________ Owner/Authorized Agent: _____________ Phone # _________________

Owned By:

City/County Code Enforcement Jurisdiction: City____________

Private County___________

E-Mail _______________________ State State

CONTACT: ___________________________________________________________________________

Architectural

NAME LICENSE # TELEPHONE # E-MAIL

New Building

Addition

Shell/Core 1st Time Interior Completions

2018 NC EXISTING BUILDING CODE:

(check all that apply)

CONSTRUCTED: (date) __________

BASIC BUILDING DATA

Construction Type:

(check all that apply) Sprinklers:

Standpipes:

Primary Fire District:

3rd Floor 2nd Floor

Mezzanine 1st Floor

Ground Floor

TOTAL

Historic Property Change of Use

2018 NC BUILDING CODE:

Prescriptive Repair Chapter 14

Phased Construction – Shell Core Alteration Level I Alteration Level II Alteration Level III

CURRENT OCCUPANCY(S) (Ch. 3): __________________ PROPOSED OCCUPANCY(S) (Ch. 3): __________________

OCCUPANCY CATEGORY (Table 1604.5): Current: __________

I-A I-B Yes

No Special Inspections Required:

I Yes No

EXISTING (SQ FT)

II-A

II-B

NFPA 13

II

Yes

GROSS BUILDING AREA TABLE

NEW (SQ FT) SUB-TOTAL

III-A

III-B

NFPA 13R

III Dry Flood Hazard Area: No Yes

Proposed: __________

IV

NFPA 13D

V-A V-B

ALLOWABLE AREA

Primary Occupancy Classification(s):

Assembly Business Educational Factory Hazardous Institutional

I-1 Condition I-2 Condition I-3 Condition

Mercantile Residential Storage

Utility and Miscellaneous

Accessory Occupancy Classification(s):

Incidental Uses (Table 509):

This separation is not exempt as a Non-Separated Use (see exceptions).

Special Uses (Chapter 4 – List Code Sections):

Special Provisions: (Chapter 5 – List Code Sections):

Mixed Occupancy: Yes

Allowable Area of Occupancy A

Separation: 2,1 Hr. Exception: ___________________

Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy B

+ …… = < 1.00

< 1

F-1 Moderate H-1 Detonate I-1

A-2

F-2 Low H-2 Deflagrate I-2

R-2

Open

H-3 Combust I-3

R-3 S-2 Low

Enclosed

R-4 High-piled

Repair Garage

H-4 Health I-4

H-5 HPM

A-3 A-4 A-5

1 Frontage area increases from Section 506.2 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)

b. Total Building Perimeter = ________ (P)

c. Ratio (F/P) = ___________ (F/P)

d. W = Minimum width of public way = ________ (W)

2 Unlimited area applicable under conditions of Section 507.

3 Maximum Building Area = total number of stories in the building x D (maximum3 stories) (506.2).

4 The maximum area of open parking garages must comply with Table 406.5.4. The maximum area of air traffic control towers must comply with Table 412.3.1.

5 Frontage increase is based on the unsprinklered area value in Table 506.2.

ALLOWABLE HEIGHT

1 Provide code reference if the “Shown on Plans” quantity is not based on Table 504.3 or 504.4.

FIRE PROTECTION REQUIREMENTS

* Indicate section number permitting reduction

PERCENTAGE OF WALL OPENING CALCULATIONS

LIFE SAFETY SYSTEM REQUIREMENTS

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

Yes Yes Yes Yes Yes

No No No No No

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #: _____________________

Fire and/or smoke rated wall locations (Chapter 7) Assumed and real property line locations (if not on the site plan) Exterior wall opening area with respect to distance to assumed property lines (705.8) Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2) Occupant loads for each area Exit access travel distances (1017) Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1)) Dead end lengths (1020.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3) Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation Location of doors with panic hardware (1010.1.10) Location of doors with delayed egress locks and the amount of delay (1010.1.9.7) Location of doors with electromagnetic egress locks (1010.1.9.9) Location of doors equipped with hold-open devices Location of emergency escape windows (1030) The square footage of each fire area (202) The square footage of each smoke compartment for Occupancy Classification I-2 (407.5) Note any code exceptions or table notes that may have been utilized regarding the items above

ACCESSIBLE DWELLING UNITS

(SECTION 1107)

ACCESSIBLE PARKING

(SECTION 1106)

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

SPECIAL APPROVALS

Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)

ENERGY SUMMARY

ENERGY REQUIREMENTS:

The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet.

If performance method, state the annual energy cost for the standard reference design vs annual energy cost for the proposed design.

Existing building envelope complies with code: Select one

Exempt Building: Select one Provide code or statutory reference:

Climate Zone: Select one

Method of Compliance: Select one (If “Other” specify source here)

THERMAL ENVELOPE (Prescriptive method only)

Roof/ceiling Assembly (each assembly) Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Skylights in each assembly: ___________ U-Value of skylight: ___________ total square footage of skylights in each assembly:

Exterior Walls (each assembly) Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Openings (windows or doors with glazing) U-Value of assembly:

Door R-Values:

Walls below grade (each assembly) Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Solar heat gain coefficient: ___________ projection factor: ___________

Floors over unconditioned space (each assembly) Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Floors slab on grade Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Horizontal/vertical requirement: ___________ Slab heated: ___________

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

STRUCTURAL DESIGN

(PROVIDE ON SHEET 1 OR 2 OF THE STRUCTURAL SHEETS)

DESIGN LOADS:

Importance Factors: Wind (IW) _________ Snow (IS) _________ Seismic (IE) _________

Live Loads:

Ground Snow Load:

Wind Load:

Roof Mezzanine Floor

_________ psf

Basic Wind Speed

SEISMIC DESIGN CATEGORY:

Provide the following Seismic Design Parameters:

Occupancy Category (Table 1604.5)

A Data Source:

Basic structural system (check one) Bearing Wall Building Frame Moment Frame

Analysis Procedure:

LATERAL DESIGN CONTROL:

_________ mph (ASCE-7) Exposure Category _________

A

I Spectral Response Acceleration SS_________ %g Site Classification (ASCE 7) B

Field Test

B

II

C

C

III

Presumptive

Dual w/Special Moment Frame Dual w/Intermediate R/C or Special Steel Inverted Pendulum

Simplified Architectural, Mechanical, Components anchored?

Earthquake

Equivalent Lateral Force Yes No

Wind

SOIL BEARING CAPACITIES:

Field Test (provide copy of test report) ___________________ psf Presumptive Bearing capacity _________________________ psf Pile size, type, and capacity ______________________________________

Dynamic

D

IV

S1_________ %g

D E F Historical Data

_________ psf _________ psf _________ psf

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

MECHANICAL DESIGN

(PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)

MECHANICAL SUMMARY

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

Thermal Zone winter dry bulb: ___________ summer dry bulb: ___________

Interior design conditions winter dry bulb: ___________ summer dry bulb: ___________ relative humidity: ___________

Building heating load: ___________

Building cooling load: ___________

Mechanical Spacing Conditioning System Unitary description of unit:

heating efficiency:

cooling efficiency:

Boiler size category of unit: ___________

Size category. If oversized, state reason.:

Chiller

Size category. If oversized, state reason.:

List equipment efficiencies: ___________

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

ELECTRICAL DESIGN

(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENT

Method of Compliance: Select one

Lighting schedule (each fixture type) lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage specified vs. allowed (whole building or space by space) total exterior wattage specified vs. allowed

Additional Prescriptive Compliance

506.2.1 More Efficient Mechanical Equipment

506.2.2 Reduced Lighting Power Density

506.2.3 Energy Recovery Ventilation Systems

506.2.4 Higher Efficiency Service Water Heating

506.2.5 On-Site Supply of Renewable Energy

506.2.6 Automatic Daylighting Control Systems

28174

Monroe, NC -

Wet

- 0.287

N/A

0.34 -

N/A 3,000

N/A

Civil ___________________ ____________ ____________ ___________ _______________________- - - --

Electrical ___________________ ____________ ____________ ___________ _______________________A. Raymond 054372 704-941-2155 araymond@labellapc.comLabella Associates, PC Fire Alarm ___________________ ____________ ____________ ___________ _______________________- - - -- Plumbing ___________________ ____________ ____________ ___________ _______________________

Mechanical ___________________ ____________ ____________ ___________ _______________________- - - -- Sprinkler-Standpipe ___________________ ____________ ____________ ___________ _______________________- - - --

Structural ___________________ ____________ ____________ ___________ _______________________- - - -- Retaining Walls >5' High ___________________ ____________ ____________ ___________ _______________________- - - --

Other ___________________ ____________ ____________ ___________ _______________________- - - --

FIRMDESIGNER

UC JESSE HELMS PARK FIELD LIGHTING

1505 Summerlin Dairy Road, Wingate, NC

RENOVATED: (date) __________

No No Class

FLOOR

A-1

R-1 S-1 Moderate

Parking Garage

OUTDOOR INSTALLATION - NOT APPLICABLE

EXISTING/NO CHANGE

EXISTING

EXISTING

N/A

EXISTING

N/A

N/A

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

N/A-

BASE BID

G001 APPENDIX B

E001 ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS

E051 OVERALL ELECTRICAL SITE PLAN

E052 ELECTRICAL SITE PLAN

E053 ELECTRICAL SITE PLAN

E501 ELECTRICAL DETAILS

E701 ELECTRICAL RISER DIAGRAM

INSTALL SPORTS LIGHTING FOR SOCCER FIELDS 2 & 3

AND THEIR APPURTENANCES.

Bernie Stallings

OUTDOOR INSTALLATION - NOT APPLICABLE

STORY NO. DESCRIPTION AND USE (A)

BLDG AREA PER

STORY (ACTUAL)

(B)

TABLE 506.24

AREA

(C)

AREA FOR FONTRAGE

INCREASE 1,5

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED 2,3

G - - - - -

G - - - - -

G - - - - -

1 - - - - -

1 - - - - -

2 - - - - -

3 - - - - -

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

RATING DETAIL #

AND

SHEET #

DESIGN #

FOR

RATED

ASSEMBLY

SHEET # FOR

RATED

PENETRATION

SHEET #

FOR

RATED

JOINTS

REQ'D PROVIDED

(W/______*

REDUCTION)

Structural Frame, including columns, girders, trusses

0 - - - - - -

Bearing Walls 0 - - - - - -

Exterior 0 - - - - - -

North 0 - - - - - -

East 0 - - - - - -

West 0 - - - - - -

South 0 - - - - - -

Interior 0 - - - - - -

Nonbearing Walls and Partitions Exterior Walls

0 - - - - - -

North 0 - - - - - -

East 0 - - - - - -

West 0 - - - - - -

South 0 - - - - - -

Interior walls and partitions 0 - - - - - -

Floor Construction Including supporting beams and joists

0 - - - - -

Floor Ceiling Assembly - - - - - -

Columns Supporting Floors - - - - - -

Roof Construction, Including supporting beams and joists - - - - - -

Roof Ceiling Assembly - - - - - -

Columns Supporting Roof - - - - - -

Shaft Enclosures - Exit N/A - - - - -

Shaft Enclosures - Other N/A - - - - -

Corridor Separation 0 - - - - -

Occupancy/Fire Barrier Separation 0 - - - - - Party/Fire Wall Separation 0 - - - - -

Smoke Barrier Separation 0 - - - - -

Smoke Partition 0 - - - - -

Tenant/Dwelling Unit/ Sleeping Unit Separation N/A - - - - -

Incidental use Separation 0 - - - - -

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE UNITS

PROVIDED

LOT OR PARKING

AREA

TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED

TOTAL #

ACCESSIBLE

PROVIDEDREQUIRED PROVIDED

REGULAR WITH

5' ACCESS AISLE

VAN SPACES WITH

132" ACCESS

AISLE

8' ACCESS

AISLE

TOTAL - - - - - - -

USE WATERCLOSETS URINALS LAVATORIES SHOWERS

/ TUBS

DRINKING FOUNTAINS

MALE FEMALE UNISEX MALE FEMALE UNISEX REGULAR ACCESSSIBLE

SPACE EXIST'G - - - - - - - - - -

NEW - - - - - - - - - -

REQ'D - - - - - - - - - -

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

OUTDOOR INSTALLATION - NOT APPLICABLE

SOCCER FIELD 3SOCCER FIELD 2

Revisions

NO: DATE: DESCRIPTION:

1 08/28/2026 BID ADDENDUM 1

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

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UNION COUNTY NC

JESSE HELMS PARK

UC JESSE HELMS PARK FIELD

LIGHTING

1505 SUMMERLIN DAIRY ROAD

WINGATE, NC 28174

2252163

PLAN REVIEW

06/26/2026

400 S. Tryon Street, Suite 1300 Charlotte, NC 28285 704-376-6423 labellapc.com

08/28/2026

ELECTRICAL NOTES

SYMBOLS AND

ABBREVIATIONS

E001

AGR

CDM

JJ

J

30/2

30/3F20

30/3HD

F

RM

RL

RP

RV

CONDUIT CONCEALED IN OR ABOVE CEILING, IN OVERHEAD SLAB OR IN WALL, AS APPLICABLE.

CONDUIT CONCEALED IN OR BELOW FLOOR, BELOW GRADE OR IN WALL, AS APPLICABLE.

CONDUIT EXPOSED ON SURFACE OF CEILING, OVERHEAD STRUCTURE OR WALL AS APPLICABLE.

NUMBER OF CURRENT CARRYING CONDUCTORS PLUS NEUTRAL IF REQUIRED. EQUIPMENT GROUNDING CONDUCTORS SIZED PER N.E.C. ARE

NOT INCLUDED IN QUANTITY INDICATED, BUT SHALL BE INCLUDED IN ALL RACEWAYS.

CONDUIT TURNING UP/CONDUIT TURNING DOWN.

CONDUIT STUB UP 6" AFF WITH CONNECTION TO EQUIPMENT.

HOMERUN TO PANELBOARD, MOTOR CONTROL CENTER, OR SWITCHBOARD AS APPLICABLE.

JUNCTION BOX SIZED PER N.E.C. UNLESS OTHERWISE INDICATED.

JUNCTION BOX WITH FLEX CONNECTION TO EQUIPMENT.

SINGLE OR DOUBLE POLE SWITCH AS INDICATED, MOUNTED 48" AFF.

THREE-WAY OR FOUR-WAY SWITCH AS INDICATED, MOUNTED 48" AFF.

SWITCH AS SPECIFIED ABOVE WITH CAST WEATHERPROOF COVER AND OUTLET AND BOX ADAPTER IF REQUIRED.

SWITCH AS SPECIFIED ABOVE WITH OUTLETS CONTROLLED INDICATED BY BY SUBSCRIPT.

SWITCH AS SPECIFIED ABOVE EXCEPT KEY OPERATED.

SWITCH AS SPECIFIED ABOVE EXCEPT WITH PILOT LIGHT.

NEMA 5-20R DUPLEX CONVENIENCE RECEPTACLE MOUNTED 20", UNLESS NOTED OTHERWISE.

NEMA 5-20R DUPLEX CONVENIENCE RECEPTACLE MOUNTED 48" AFF OR BACKSPLASH.

RECEPTACLE AS SPECIFIED ABOVE EXCEPT WITH INTEGRATED GROUND FAULT CIRCUIT INTERRUPTER (GFCI).

GFCI RECEPTACLE SIMILAR TO THOSE SPECIFIED ABOVE EXCEPT U.L. "WR" (WEATHER-RESISTANT) LISTED AND PROVIDED WITH A

WEATHERPROOF COVER.

TELEPHONE/DATA OUTLET, 20" TO TOP OF BOX UNLESS OTHERWISE NOTED. PROVIDE 3/4" EC TO ABOVE ACCESSIBLE CEILING.

TELEPHONE/DATA OUTLET, 48" TO TOP OF BOX UNLESS OTHERWISE NOTED. PROVIDE 3/4" EC TO ABOVE ACCESSIBLE CEILING.

LIGHTING POWER OR DISTRIBUTION PANELBOARD AS INDICATED AND SCHEDULED.

EQUIPMENT CONTROL PANEL, CABINET, OR MODULE AS APPLICABLE.

FUSIBLE OR NON-FUSIBLE DISCONNECT FURNISHED WITH EQUIPMENT UNDER OTHER DIVISIONS OF THESE SPECIFICATIONS. TERMINATE

WIRING ON LINE SIDE OF DISCONNECT.

NON-FUSIBLE DISCONNECT. NUMERALS INDICATE SIZE AND POLES. WP INDICATES NEMA 3R ENCLOSURE OR WITH OTHER ENCLOSURE AS

INDICATED.

FUSIBLE DISCONNECT. NUMERALS INDICATE SIZE, POLES, AND FUSETRON SIZE. WP INDICATES NEMA 3R ENCLOSURE OR WITH OTHER

ENCLOSURE AS INDICATED.

CIRCUIT BREAKER NUMERALS INDICATE AMPERE RATING, POLES, AND FRAME. WP INDICATES 3R ENCLOSURE OR WITH OTHER ENCLOSURE

AS INDICATED.

MANUAL MOTOR STARTER SINGLE PHASE.

120 OR 240-VOLT, SINGLE PHASE MOTOR, HORSEPOWER AS INDICATED.

208 OR 240-VOLT, THREE PHASE MOTOR, HORSEPOWER AS INDICATED.

EXISTING LIGHTING FIXTURES.

EXISTING PANELBOARDS.

EXISTING WIRE AND CONDUIT TO BE REUSED TO EXTENT FEASIBLE.

EXISTING ELECTRICAL EQUIPMENT TO REMAIN IN PLACE.

EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATED AS INDICATED.

EXISTING ELECTRICAL EQUIPMENT TO BE REPLACED.

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED.

E

THE ELECTRICAL SYMBOLS HEREINAFTER LISTED ARE A BASIC STANDARD FOR ALL PROJECTS AS APPLICABLE. EACH AND EVERY SYMBOL MAY NOT NECESSARILY APPEAR ON THE SPECIFIC PROJECT DRAWINGS. ALL DIMENSIONS ARE TO TOP OF THE OUTLET BOX UNLESS OTHERWISE NOTED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT OUTLET HEIGHT WITH COUNTERS, BACKSPLASHES, WAINSCOT, AND EQUIPMENT TO ASSURE PROPER MOUNTING

HEIGHTS.

a

EXISTING WIRE AND CONDUIT TO BE REMOVED.X

WP

ELECTRICAL SYMBOLS

SWITCH WITH 0-10 V LOW VOLTAGE DIMMING CAPABILITIES.

WALL MOUNTED OCCUPANCY SENSOR, WITH DUAL TECHNOLOGY. AUTO ON/OFF. FIELD CHANGEABLE TO VACANCY SENSOR.

B DEVICE BOX WITH BLANK COVER PLATE

SINGLE POINT EQUIPMENT CONNECTION

ELECTRICAL NOTES

01 SCOPE

THE WORK COVERED BY DIVISION 16 OF THESE SPECIFICATIONS CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, AND MATERIALS, AND PERFORMING ALL

OPERATIONS, INCLUDING TRENCHING, BACKFILLING, CUTTING, CHANNELING, CHASING, AND PATCHING NECESSARY FOR THE INSTALLATION OF COMPLETE WIRING SYSTEMS IN STRICT ACCORDANCE WITH DIVISION 16 OF THESE SPECIFICATIONS, AND THE APPLICABLE DRAWINGS, INSTRUCTION TO BIDDERS, GENERAL CONDITIONS, AND DIVISION

ONE, GENERAL REQUIREMENTS.

02 GENERAL

A. THE INSTALLATION SHALL COMPLY WITH THE APPLICABLE RULES OF THE NATIONAL ELECTRICAL CODE AND RULES AND REGULATIONS OF LOCAL AUTHORITIES HAVING

JURISDICTION. IN NO CASE SHALL THE MATERIALS AND WORKMANSHIP FAIL TO MEET THE MINIMUM REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE.

1. THE REGULATIONS OF THE LOCAL UTILITY SHALL GOVERN SERVICE CONNECTIONS AND METERING PROVISIONS.

2. AN ELECTRICAL INSPECTION CERTIFICATE SHALL BE ISSUED BY THE LOCAL AUTHORITY BEFORE WORK WILL BE APPROVED FOR FINAL PAYMENT.

3. THIS CONTRACTOR SHALL DO ALL CUTTING NECESSARY FOR THE PROPER INSTALLATION OF THIS WORK AND SHALL REPAIR ANY DAMAGE DONE BY HIMSELF OR

HIS WORKMEN TO CEILINGS, WALLS, FLOORS, PAVING, AND SEEDED AREAS.

B. SITE INSPECTION. EACH ELECTRICAL BIDDER SHALL VISIT THE SITE OF WORK AND FAMILIARIZE HIMSELF WITH THE CHARACTER AND CONDITIONS OF THE SITE AND THE

PROPOSED BUILDING.

C. MATERIALS. ALL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT USED IN THIS WORK SHALL BE NEW AND APPROVED BY THE UNDERWRITERS' LABORATORIES IN

EVERY CASE WHERE THEY HAVE ESTABLISHED A STANDARD FOR THE PARTICULAR TYPE OF MATERIALS TO BE INSTALLED OR SHALL BE LABEL LISTED BY A NORTH

CAROLINA APPROVED THIRD PARTY TESTING AGENCY.

1. CATALOG NUMBERS AND TRADE NAMES IN THESE SPECIFICATIONS AND NOTED ON THE DRAWINGS ARE INTENDED TO DESCRIBE THE MATERIAL, DEVICE, OR

APPARATUS WANTED.

D. SUPERVISION. THE CONTRACTOR SHALL BE IN CHARGE OF THE WORK AT ALL TIMES DURING CONSTRUCTION. A THOROUGHLY COMPETENT FOREMEN WITH EXTENSIVE

EXPERIENCE IN THE WORK TO BE PERFORMED UNDER THE CONTRACT. ANYONE DEEMED NOT CAPABLE BY THE ENGINEER SHALL BE REPLACED IMMEDIATELY UPON REQUEST AND AFTER A SATISFACTORY FOREMEN HAS BEEN ASSIGNED HE SHALL NOT BE WITHDRAWN WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.

E. TESTS. A FULL SCALE TEST WITH ALL LIGHTS, EQUIPMENT, AND APPLIANCES IN OPERATION SHALL BE CONDUCTED BY THE CONTRACTOR AT HIS EXPENSE AND THE ELECTRICAL SYSTEM SHALL BE PROVEN SATISFACTORY FOR OPERATION AND FREE FROM DEFECTS. PARTICULAR ATTENTION SHALL BE PAID TO THE BALANCING OF THE SINGLE PHASE LOADS ON THE THREE PHASE SYSTEM. ANY AND ALL DEFECTS SHALL BE PROMPTLY REMEDIED.

1. THE CONTRACTOR SHALL TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE FIXTURES ARE CONNECTED AND THEY (CLT LEGAL TEAM)

SHALL DEMONSTRATE BY MEGGER TEST THE INSULATION RESISTANCE OF ANY CIRCUIT OR GROUP OF CIRCUITS, WHERE SUCH INSULATION RESISTANCE TEST INDICATES THE POSSIBILITY OF FAULTY INSULATION. THE CONTRACTOR SHALL LOCATE THE POINT OR POINTS OF SUCH FAULTY INSULATION, AND HE SHALL PULL OUT THE CONDUCTOR AT FAULT, REPLACE WITH NEW CONDUCTORS, AND DEMONSTRATE BY FURTHER TEST THE ELIMINATION OF SUCH FAULT AT HIS OWN

EXPENSE.

2. READINGS PHASE-TO-PHASE, PHASE-TO-NEUTRAL & PHASE-TO-GROUND SHALL BE 2 MEGAOHMS OR GREATER.

03 GROUNDING AND BONDING

ALL CONDUIT, NEUTRAL CONDUCTORS OF THE WIRING SYSTEMS, AND ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED. THE GROUND CONNECTION OF THE ELECTRICAL SYSTEM NEUTRAL AND CONDUIT SYSTEM SHALL BE MADE AT THE MAIN SERVICE SWITCH OR CIRCUIT BREAKER. ALL FEEDER AND BRANCH CIRCUIT CONDUITS SHALL HAVE A

GREEN GROUNDING CONDUCTOR IN ADDITION TO THE PHASE AND NEUTRAL CONDUCTORS.

A. A THW COPPER GROUND CONDUCTOR SIZED IN ACCORDANCE WITH THE NEC SHALL BE EXTENDED IN CONDUIT FROM THE MAIN SERVICE EQUIPMENT TO THE POINT OF

ENTRANCE OF THE WATER SERVICE. THE CONDUIT SHALL BE BONDED TO THE GROUNDING CONDUCTOR AT EACH END OF THE CONDUIT. CONNECTION TO WATER PIPE SHALL BE BY SUITABLE GROUND CLAMP OR BY LUG CONNECTION TO A PLUGGED TEE. IF FLANGED PIPES ARE ENCOUNTERED, CONNECTION SHALL BE MADE WITH THE LUG BOLTED TO THE SUPPLY SIDE OF THE FLANGED CONNECTION. ELECTRICAL BOND SHALL BE ESTABLISHED AROUND THE WATER METER IF APPLICABLE.

BASIC MATERIALS AND METHODS

01 REQUIREMENTS OF SECTION

02 WIRING

ALL WIRING SHOWN ON THE CONTRACT DRAWING SHALL BE IN CONDUIT UNLESS OTHERWISE HEREINAFTER SPECIFIED.

A. BRANCH CIRCUIT CONDUCTORS SHALL BE AS INDICATED ON THE DRAWINGS.

B. CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET, AND NO SPLICES SHALL BE MADE EXCEPT WITHIN OUTLET OR JUNCTION BOXES. JUNCTION BOXES

MAY BE UTILIZED WHERE REQUIRED. ALL WIRING LARGER THAN #10 SHALL NOT BE SPLICED.

03 CONDUIT SYSTEMS

CONDUIT SHALL BE RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT, OR ELECTRICAL METALLIC TUBING (EMT). EMT SHALL NOT BE INSTALLED UNDERGROUND OR IN

SLABS ON GRADE.

A. AT THE CONTRACTOR'S OPTION RIGID SCHEDULE 40 NONMETALLIC CONDUIT (PVC) MAY BE USED IN LIEU OF STEEL CONDUIT WHERE INSTALLED UNDER BUILDING SLABS

OR UNDERGROUND, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ARTICLE 352 OF THE NEC. RIGID STEEL CONDUIT SHALL BE USED WHERE BEND GREATER THAN 45 DEGREES ARE REQUIRED. EXPOSED PVC CONDUIT SHALL NOT BE PERMITTED. NON METALLIC LIQUID TIGHT FLEXIBLE CONDUIT SHALL NOT BE ALLOWED.

04 CONDUIT INSTALLATION

A. CONDUITS SHALL BE CONCEALED WITHIN WALLS, CEILINGS, AND FLOOR WHERE POSSIBLE. EXPOSED RUNS OF CONDUIT SHALL BE SUPPORTED EVERY 8' WITH

APPROVED TYPE SUPPORTS.

B. GALVANIZED STEEL INSULATION THROAT COMPRESSION RING TYPE FITTINGS SHALL BE USED FOR EMT WORK.

C. PULL CORDS SHALL BE INSTALLED IN ALL EMPTY CONDUITS. NO CONDULET TYPE FITTINGS SHALL BE ALLOWED ON SERVICE CONDUITS OR ANY OTHER CONDUIT 2" OR

LARGER.

D. WHERE STEEL AND PVC CONDUIT IS INSTALLED UNDERGROUND OR UNDER BUILDING SLABS JOINTS SHALL BE MADE WATERTIGHT. ALL CONDUIT INSTALLED

UNDERGROUND SHALL BE ENCASED IN A MINIMUM OF 3" OF CONCRETE WITH 2" SEPARATION BETWEEN ADJACENT CONDUITS.

E. UNDERGROUND CONDUIT OUTSIDE THE BUILDING SHALL HAVE A MINIMUM COVER OF 2' AND IF POSSIBLE SHALL BE GRADED SO AS TO HAVE A FALL OF AT LEAST 3" PER

100' TOWARD A DRAINAGE POINT.

1. ALL UNDERGROUND STEEL CONDUITS SHALL BE THOROUGHLY COATED WITH TWO COATS OF ASPHALTUM OR BITUMASTIC AND SHALL BE RETOUCHED AS

REQUIRED AFTER BEING MADE UP.

05 SECONDARY CONDUCTORS

A COMPLETE SYSTEM OF CONDUCTORS SHALL BE INSTALLED IN THE RACEWAY SYSTEM. ONLY POWDERED SOAPSTONE OR OTHER NON-DELETORIOUS LUBRICANT

APPROVED BY THE ENGINEER MAY BE USED IN PULLING CONDUCTORS IN CONDUIT.

A. ALL CONDUCTORS SHALL BE COPPER. CONDUCTORS UNLESS OTHERWISE NOTED SHALL BE HEAT AND MOISTURE RESISTANT GRADE, THERMOPLASTIC INSULATED, TYPE THW, THWN, THHN, OR XHHW AS APPLICABLE. MINIMUM CONDUCTOR SIZE TO BE 12 AWG.

1. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE STRANDED COPPER. NO. 12 AWG AND NO. 10 AWG SHALL BE SOLID COPPER.

B. HOMERUNS MAY BE COMBINED IN ONE CONDUIT, PROVIDED ALL CONNECTIONS ARE IN ACCORDANCE WITH NEC REQUIREMENTS AND THE MAXIMUM UNBALANCED

CURRENT IN THE NEUTRAL DOES NOT EXCEED THE CAPACITY OF THE CONDUCTOR.

C. COLOR CODE. ALL CONDUCTORS, FEEDERS, AND BRANCH CIRCUITS SHALL BE COLOR CODED BY PHASE AND SHALL BE PLAINLY MARKED IN ACCORDANCE WITH

SECTIONS 210.5(C) AND 200.6 OF THE NEC; COLOR CODES SHALL BE AS FOLLOWS:

1. 120/240 VOLT, 1-PHASE, 3-WIRE SYSTEMS: PHASE A, BLACK; PHASE B, RED; GROUNDED NEUTRAL, WHITE.

2. GROUNDING CONDUCTORS SHALL BE GREEN FOR ALL SYSTEMS.

06 SERVICE

SERVICE ENTRANCE CONDUCTORS SHALL BE INDIVIDUAL CONDUCTORS IN CONDUIT, AS PREVIOUSLY SPECIFIED, FROM THE POWER COMPANY TRANSFORMER TO SERVICE

SECTION OF THE MAIN SERVICE EQUIPMENT, ALL AS INDICATED ON THE DRAWINGS.

07 PANELBOARDS

A. PANELBOARDS SHALL BE OF THE DEAD FRONT SAFETY TYPE. THE PANELBOARDS SHALL BE PROVIDED WITH THE SIZE AND NUMBER OF SINGLE, DOUBLE, OR TRIPLE

POLE BRANCH CIRCUIT BREAKERS, BOLTED TO THE BUS, AS INDICATED ON THE DRAWINGS. PANELBOARD BUS SHALL BE COPPER.

1. CIRCUIT BREAKERS SHALL BE OF THE AUTOMATIC THERMAL MAGNETIC TYPE, QUICK-MAKE AND QUICK-BREAK FOR MANUAL AND AUTOMATIC OPERATION. ALL MULTI-POLE

BREAKERS SHALL BE COMMON TRIP, HANDLE TIES WILL NOT BE ACCEPTABLE. PANELBOARDS SHALL BE PROVIDED WITH A GROUNDING TERMINAL BAR BONDED TO THE

CABINET OR PANELBOARD FRAME.

2. CIRCUIT BREAKERS FOR ALL TWO(2) AND THREE(3) CIRCUIT HOMERUNS WITH A COMMON NEUTRAL SHALL BE EQUIPPED WITH A "TIE HANDLE" IN ORDER TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS THAT SHARE A COMMON NEUTRAL IN ACCORDANCE WITH NEC ART. 210.4(A),(B),&(C).

B. PANELBOARDS USED AS SERVICE EQUIPMENT SHALL HAVE U.L. LISTING AS "SUITABLE FOR USE AS SERVICE EQUIPMENT", AND SHALL BE SO MARKED.

C. SQUARE-D PANELBOARD, FUSED SWITCH, AND CIRCUIT BREAKER DESIGNATIONS ARE USED HEREIN AND ON THE DRAWINGS, BUT SIMILAR AND EQUAL PRODUCTS OF G.E., SIEMENS, OR CUTLER HAMMER ARE EQUALLY ACCEPTABLE. ALL CIRCUIT BREAKERS SHALL BE CALIBRATED FOR 40-DEGREES "C" OR BE AMBIENT COMPENSATED. CIRCUIT BREAKERS SHALL HAVE U.L. INTERRUPTING RATINGS AS INDICATED BY CLASS OF CIRCUIT BREAKER SHOWN ON THE DRAWINGS.

D. ALL 120/240-VOLT, 1-PHASE, 3-WIRE, GROUNDED SOLID NEUTRAL POWER OR DISTRIBUTION PANELBOARDS SHALL BE SQUARE-D "NQ" WITH CIRCUIT BREAKERS OF NAMES AND TYPE

NOTED ON SCHEDULES.

E. 120/240-VOLT, 1-PHASE, 3-WIRE, GROUNDED SOLID NEUTRAL LIGHTING PANELBOARDS SHALL BE SQUARE-D "NQ". UNLESS OTHERWISE NOTED, 2-POLE CIRCUIT BREAKERS MAY BE

RATED FOR 120/240-VOLT AC, WITH COMMON TRIP HANDLE.

F. 277/480 VOLT, 3-PHASE, 4-WIRE GROUNDED, SOLID NEUTRAL LIGHTING PANELBOARDS SHALL BE SQUARE-D "NF" AND SHALL ACCEPT 2-POLE AND 3-POLE CIRCUIT BREAKERS.

08 CIRCUIT BREAKERS

A. INDIVIDUAL CIRCUIT BREAKERS SHALL BE THE MOLDED CASE TYPE OF THE FRAME AND TRIP RATING NOTED ON THE DRAWINGS IN NEMA 1 ENCLOSURE UNLESS NOTED

OTHERWISE. FRAMES LISTED ARE SQUARE-D BUT EQUIVALENT CIRCUIT BREAKERS BY G.E., SIEMENS, OR WESTINGHOUSE ARE EQUALLY ACCEPTABLE.

1. ALL CIRCUIT BREAKERS SHALL BE AMBIENT COMPENSATED OR CALIBRATED FOR 40-DEGREES "C". CIRCUIT BREAKERS SHALL HAVE U.L. INTERRUPTING RATINGS AS

INDICATED BY CLASS OF CIRCUIT BREAKERS SHOWN ON THE DRAWINGS.

09 DISCONNECTS

A. FUSED DISCONNECTING SWITCHES SHALL BE SQUARE-D TYPE "H" IN NEMA 1 ENCLOSURES, RATED FOR 250 OR 600-VOLTS AS APPLICABLE. UNLESS OTHERWISE NOTED, FUSES

SHALL BE BUSS "FUSETRONS", OR APPROVED EQUAL.

B. UNFUSED DISCONNECTING SWITCHES SHALL BE TYPE "H" IN NEMA 1 OR 3R AS APPLICABLE ENCLOSURES.

1. SIMILAR AND EQUIVALENT EQUIPMENT AS MANUFACTURED BY G.E., SIEMENS, OR WESTINGHOUSE IS EQUALLY ACCEPTABLE. SWITCHES USED AS SERVICE SWITCHES SHALL

BEAR SUCH U.L. LABEL, AND NAMEPLATE ON SWITCH SHALL SO INDICATE.

10 DEVICE PLATES

ALL DEVICE PLATES ON FLUSH OUTLETS SHALL BE "302" STAINLESS STEEL AND ON SURFACE BOXES SHALL BE GALVANIZED STEEL.

11 OUTLET AND JUNCTION BOXES

OUTLET BOXES SHALL BE GALVANIZED SHEET STEEL OF A CLASS TO SATISFY THE CONDITIONS FOR EACH OUTLET. JUNCTION ND PULL BOXES SHALL BE CODE GAUGE.

GALVANIZED SHEET METAL BOXES SHALL NOT BE LESS THAN THE MINIMUM SIZE RECOMMENDED BY THE NEC. EACH OUTLET AND JUNCTION BOX SHALL BE FITTED WITH AN

APPROPRIATE COVER.

12. PANELBOARD CABINETS

CABINETS FOR PANELBOARDS, UNLESS OTHERWISE NOTED, SHALL HAVE A MINIMUM WIDTH OF 20" AND SHALL BE PROVIDED WITH NO LESS THAN 4" WIRING GUTTERS AT THE SIDES, TOP, AND BOTTOM. CABINETS SHALL BE CONSTRUCTED OF ZINC COATED SHEET STEEL.

A. PANELBOARDS SHALL BE OF THE DEAD FRONT SAFETY TYPE. THE PANELBOARDS SHALL BE PROVIDED WITH THE SIZE AND NUMBER OF SINGLE, DOUBLE, OR TRIPLE

POLE BRANCH CIRCUIT BREAKERS. PANELBOARD BUS SHALL BE COPPER.

THE SPECIFICATIONS IN THE DOCUMENT ARE MEANT TO ESTABLISH A MINIMUM STANDARD FOR THE PRODUCT OR MATERIAL AND NOT TO LIMIT THE MANUFACTURER TO A

SPECIFIC BRAND OR MODEL.

NEMA 5-20R QUADLEX CONVENIENCE RECEPTACLE MOUNTED 20", UNLESS NOTED OTHERWISE.

SPD 75kA, UL1449, TYPE 1 SURGE PROTECTION DEVICE. PROVIDE INNOVATIVE TECHNOLOGY (PX-3-1S101) OR APPROVED EQUAL.

Revisions

NO: DATE: DESCRIPTION:

1 08/28/2026 BID ADDENDUM 1

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

8/2 4/2

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\P ro jec ts\ un ion co un ty, nc

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UNION COUNTY NC

JESSE HELMS PARK

UC JESSE HELMS PARK FIELD

LIGHTING

1505 SUMMERLIN DAIRY ROAD

WINGATE, NC 28174

2252163

PLAN REVIEW

06/26/2026

400 S. Tryon Street, Suite 1300 Charlotte, NC 28285 704-376-6423 labellapc.com

08/28/2026

SPORTS LIGHTING

GENERAL:

1. ALL LIGHTING DESIGNS SHALL COMPLY WITH LOCAL, STATE, AND UNION COUNTY LIGHTING ORDINANCES.

2. CUSTOMER REQUIRES A REMOVE ON/OFF CONTROL FOR LIGHTING SYSTEM.

2.1. CONTROL AND MONITORING SYSTEM SHALL PROVIDE CONTACTOR CONTROL OF CIRCUITS. KEY SWITCHES SHALL BE PROVIDED FOR FIELD

LEVEL CONTROL.

CONSTRUCTION:

1. ALL COMPONENTS SHALL BE DESIGNED AND MANUFACTURED AS A SYSTEM. ALL COMPONENTS SHALL BE FACTORY ASSEMBLED, AIMED, WIRED, AND TESTED.

2. ALL EXPOSED COMPONENTS SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIAL.

3. POLES AND CROSS-ARM SHALL BE STEEL WITH A MINIMUM OF 8000 PSI (POLE INSTALLED WITH CONCRETE ENCASEMENT); BUILDING CODE, WIND

SPEED LOADS, AND FOUNDATION DESIGNS MUST BE FOLLOWED.

3.1. SQUARE STATIC CAST CONCRETE POLES WILL NOT BE ALLOWED.

3.2. DIRECT BURY STEEL POLES WHICH USE THE EXTENDED PORTION OF THEIR SHAFT FOR FOUNDATION SHALL NOT BE ALLOWED.

4. MANUFACTURER SHALL SUPPLY ALL DRIVERS AND SUPPORTING ELECTRICAL EQUIPMENT.

4.1. REMOTE DRIVERS AND SUPPORTING ELECTRICAL EQUIPMENT SHALL BE MOUNTED 10' ABOVE GRADE IN WEATHER PROOF ENCLOSURE.

DISCONNECT PER CIRCUIT FOR EACH POLE WILL BE LOCATED IN THE ENCLOSURE.

4.2. MANUFACTURER SHALL PROVIDE SURGE PROTECTION AT THE POLE EQUAL TO OR GREATER THAN 40 ka FOR EACH LINE TO GROUND.

5. WIRE HARNESS COMPLETE WITH ABRASION PROTECTION SLEEVE, STRAIN RELIEF, AND PLUG IN CONNECTIONS.

6. ALL LUMINAIRE, VISORS, AND CROSS-ARM ASSEMBLIES SHALL WITHSTAND 115 MILE PER HOUR WINDS AND MAINTAIN LUMINAIRE ALIGNMENT.

7. MANUFACTURER SHALL PROVIDE LIGHTNING GROUNDING PER NFPA 780 AND BE UL LISTED.

STRUCTURAL:

1. WIND LOADS SHALL BE BASED ON THE 2018 NC BUILDING CODE.

2. THE FOUNDATION DESIGN SHALL BE BASED ON SOILS THAT MEET OR EXCEED THOSE OF A CLASS 5 MATERIAL AS BY IBC TABLE 1806.2.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/ENGINEER IF SOIL CONDITIONS EXIST THAT ARE DIFFERENT FROM

FOUNDATION BASIS OF DESIGN.

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NEW UTILITY POLE

NEW 120/240, 1Ø, PAD MOUNTED TRANSFORMER

(BY UTILITY COMPANY, REFER TO RISER DIAGRAM)

NEW UNDERGROUND PRIMARY

(BY UTILITY COMPANY)

EXISTING BUILDING

EXISTING PARKING LOT

LIGHT POLE S1 LIGHT POLE S2

LIGHT POLE S4LIGHT POLE S3

LIGHT POLE S8LIGHT POLE S7

LIGHT POLE S5 LIGHT POLE S6

NEW EQUIPMENT RACK & EQUIPMENT

(REFER TO DETAIL 1/E701)

EXISTING SOCCER FIELD 2 EXISTING SOCCER FIELD 1

PROPOSED CONDUIT ROUTING

EXISTING SOCCER FIELD 3EXISTING SOCCER FIELD 4

EXISTING (2) 6" PVC SLEEVES FOR FUTURE SPORTS LIGHTING AND UTILITY USE.

EXISTING SOCCER FIELD 5EXISTING SOCCER FIELD 6

EXISTING (2) 6" PVC SLEEVES FOR FUTURE SPORTS LIGHTING AND UTILITY USE.

PROPOSED CONDUIT LAYOUT

PROPOSED CONDUIT ROUTING

EXISTING FIELD EQUIPMENT…