BUTNER_CDs_Rev4_06-20-2025.pdf

PREPARED BY:

3227 WELLINGTON COURT

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

SITE NAME:

BUTNER (NEW)

SITE NUMBER:

HP-1040

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

LATITUDE & LONGITUDE:

N 36° 08' 35.68" , W 78° 46' 04.09"

TITLE PAGE

T-1

INDEX OF SHEETS

SHEET #'S SHEET TITLES

T-1 TITLE PAGE

GN-1 - GN-3 GENERAL NOTES I - GENERAL NOTES III

GN-4 - GN-8 NC APPENDIX B I - NC APPENDIX B V

1 OF 1 SURVEY

C-1.0 OVERALL SITE PLAN (2500-FT. RADIUS)

C-1.1 OVERALL SITE PLAN

C-1.2 PROPOSED SITE PLAN

C-1.3 DIMENSIONED SITE PLAN

C-2 TOWER ELEVATION

C-3.1 PROPOSED ANTENNA SCHEDULE

C-3.2 ANTENNA LAYOUTS I

C-3.3 ANTENNA LAYOUTS II

C-3.4 ANTENNA LAYOUTS III

C-4.1 SHELTER DETAILS

C-4.2 SHELTER FOUNDATION DETAILS

C-4.3 GENERATOR DETAILS

C-4.4 ICE BRIDGE DETAILS

C-4.5 FENCE DETAILS

E-1 ELECTRICAL NOTES

E-2 ELECTRICAL PLAN AND DETAILS

E-3 PANEL SCHEDULES

E-4 ELECTRICAL ONE-LINE DIAGRAM

G-1 GROUNDING PLAN

G-2.1 GROUNDING DETAILS I

G-2.2 GROUNDING DETAILS II

G-2.3 GROUNDING DETAILS III

SITE SUMMARY

SITE TYPE: NEW CONSTRUCTION

STRUCTURE TYPE: SELF-SUPPORT TOWER

STRUCTURE OWNER: NCSHP

SITE NUMBER: HP-1040

STRUCTURE HEIGHT (AGL): 380' ±

OCCUPANCY TYPE: UTILITY & MISCELLANEOUS (U)

STRUCTURE LATITUDE (NAV 83): N 36° 08' 35.68" (36.143244°)

STRUCTURE LONGITUDE (NAV 83): W 78° 46' 04.09" (-78.767803°)

JURISDICTION: GRANVILLE COUNTY

COUNTY: GRANVILLE

PARCEL ID: 086700715936

GROUND ELEV. (AMSL): 385.19'

SITE

N

NW

W

SW

S

SE

E

NE

NNW

WNW

WSW

SSW SSE

ESE

ENE

NNE

GENERAL NOTES

THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT

DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR

TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED.

SCOPE OF WORK

PROPOSED SCOPE OF WORK INCLUDES INSTALLING A NEW 380'-0" SELF-SUPPORT TOWER, WITH A 11'-6"x19'-0" PREFABRICATED EQUIPMENT SHELTER AND A GENERATOR, ALL WITHIN A NEW 65'-0"x65'-0" CHAIN-LINK FENCED COMPOUND.

CODE COMPLIANCE

SITE MAP SITE PHOTO

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE

CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING

AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT

CONFORMING TO THE FOLLOWING CODES:

· 2018 N.C. BUILDING CODE (2015 IBC W/ AMENDMENTS)

· 2018 N.C. EXISTING BUILDING CODE (2015 IEBC W/ AMENDMENTS)

· 2018 N.C. FIRE CODE (2015 IFC W/ AMENDMENTS)

· 2018 N.C. FUEL GAS CODE (2015 IFGC W/ AMENDMENTS)

· 2018 N.C. MECHANICAL CODE (2015 IMC W/ AMENDMENTS)

· 2018 N.C. PLUMBING CODE (2015 IPC W/ AMENDMENTS)

· 2020 N.C. ELECTRICAL CODE (2020 NEC)

SCO PROGRAM NUMBER:

18051

SCO PROJECT NUMBER:

24-28062-01A

SITE

AutoCAD SHX Text

NUMBER:

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

GENERAL NOTES I

GN-1

1. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND NCSHP

SOLUTIONS AND IREDELL COUNTY PROJECT SPECIFICATIONS.

2. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL

CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT

DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND SHALL CONFIRM THAT THE WORK MAY BE

ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF

WORK.

3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL

APPLICABLE CODES, REGULATIONS AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE

ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.

4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY

COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE

REGULATIONS.

5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED IN

THESE DRAWINGS.

6. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE

ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISHED SURFACES UNLESS

OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.

THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS

REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT

JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF

WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.

7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.

8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN IN THESE DRAWINGS, THE

CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE

ENGINEER PRIOR TO PROCEEDING.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT

AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER

THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL

JURISDICTION.

10.GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH

OTHER DISCIPLINES.

11.ERECTION SHALL BE DONE IN WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMEN

IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS

SHALL BE LAID PLUMB AND TRUE AS INDICATED IN THE DRAWINGS.

12.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF

ALL DEBRIS.

13.THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND

NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING

CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.

14.CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS

PRIOR TO THE COMMENCEMENT OF WORK.

15.THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,

LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE OWNER.

16.THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF

CONSTRUCTION.

17. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND

CONTRACTORS TO THE SITE AND/OR BUILDING.

18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE

DURATION OF CONSTRUCTION UNTIL JOB COMPLETION.

19.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF

PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.

20.THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NO LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL

PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.

21. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE

PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF

THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME

CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING

PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING

FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL

PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING &

EXCAVATION.

22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH

INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED,

PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE

WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER,

AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.

23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT

COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A

UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.

24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING

CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING

CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL

JURISDICTION FOR EROSION AND SEDIMENT CONTROL.

25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING.

FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR

EMBANKMENT.

26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED

TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES

AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN

PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER

MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION.

27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE

SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.

28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP

DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL

CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT.

29. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE

GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL

PAYMENT.

30. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.

31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE

WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS

REQUIRED).

32. STRUCTURE IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,

APPROXIMATELY 2 TIMES PER MONTH, BY CARRIER TECHNICIANS.

33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.

34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST CARRIER GROUNDING STANDARD. IN CASE OF A

CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE

DRAWINGS SHALL GOVERN.

35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND

INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A

PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY.

36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY

BASIS.

37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS

AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY

THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR

PROCEEDING WITH CONSTRUCTION.

38. ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS.

39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA

STANDARDS AND REQUIREMENTS.

1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT

ANSI/TIA-222 OR APPLICABLE LOCAL CODES.

2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE

WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL

PRODUCTS", UNLESS NOTED OTHERWISE.

3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN

ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL

HARDWARE", UNLESS NOTED OTHERWISE.

4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN

ACCORDANCE WITH ASTM A780.

5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND

SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS.

6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR

INSTALLATION AND GROUNDING.

7. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR

SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE

PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED

WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/-

0.5% AS DEFINED BY THE RFDS. REFER TO ND-00246.

8. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.

1. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH.

2. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE

A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF

THE CONNECTION.

A. RF CONNECTION BOTH SIDES OF THE CONNECTOR.

B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE

THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR,

ANTENNA BRACKET METAL.

3. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM).

4. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM).

5. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER

COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE.

6. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4-29.8 NM).

7. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7-2.3 NM).

GENERAL NOTES GENERAL NOTES ANTENNA MOUNTING NOTES

TORQUE REQUIREMENTS

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

GENERAL NOTES II

GN-2

A/C AIR CONDITIONING MCR MANAGER

AFF ABOVE FINISHED FLOOR MIN MINIMUM

AGL ABOVE GROUND LEVEL, MISC MISCELLANEOUS

ABOVE GRADE LEVEL NA NOT APPLICABLE

AWS ADVANCED WIRELESS SERVICE NIC NOT IN CONTRACT

BBU BATTERY BACKUP UNIT NO NUMBER

BLDG BUILDING NTS NOT TO SCALE

BLK BLOCKING OC ON CENTER

CLG CEILING OD OUTSIDE DIAMETER

CLR CLEAR PCS PERSONAL COMMUNICATION

SERVICE

CONC CONCRETE PDS POWER DISTRIBUTION UNIT

CONT CONTINUOUS PROJ PROJECT

D DEPTH PROP PROPERTY

DBL DOUBLE PT PRESSURE TREATED

DEG DEGREE PVC POLYVINYL CHLORIDE

Φ, DIA DIAMETER REQ REQUIRED

DIAG DIAGONAL RF RADIO FREQUENCY

DN DOWN RM RAOOM

DET DETAIL RO ROUGH OPENING

DWG DRAWING RRJ REMOTE RADIO HEAD

E EXISTING SHT SHEET

EA EACH SIM SIMILAR

ELEV, EL ELEVATION SPEC SPECIFICATION

ELEC ELECTRICAL SF STAINLESS STEEL

EQ EQUAL SS STAINLESS STEEL

EQUIP EQUIPMENT STL STEEL

EW EACH WAY

EXT EXTERIOR SUSP SUSPENDED

FIF FIBER INTERFACE FRAME, TMA TOWER MOUNTED AMPLIFIER

FACILITY INTERFACE FRAME TND TINNED

FIN FINISH TYP TYPICAL

FLOUR FLOURESCENT UMTS UNIVERSAL MOBILE

FLR FLOOR TELECOMMUNICATION

SERVICE

FT FOOT, FEET UNO UNLESS NOTED OTHERWISE

GA GAUGE VERT VERTICAL

GALV GALVANIZED W/ WITH

GC GENERAL CONTRACTOR W/O WITHOUT

GRND GROUND WCS WIRELESS COMMUNICATION

GSM GLOBAL SYSTEM MOBILE SERVICE

GYP GYPSUM BOARD WP WATERPROOF

HORZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

IN INCH, INCHES

INSUL INSULATION

INT INTERIOR

IPGB INTERNAL PERIMETER GROUND BUS CONDUCTOR

L LENGTH

LBS POUNDS

LTE LONG TERM EVOLUTION

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

ABBREVIATIONS

1. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE

TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY

SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE

INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE

CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS

EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70

(NEC) ARTICLE 770 RULES SHALL APPLY.

2. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR

CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN

EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES

SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS,

OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6)

SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC)

ARTICLES 336 AND 392 RULES SHALL APPLY.

3. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA

70 (NEC) ARTICLE 300 RULES SHALL APPLY.

1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO

ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION

LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED

LENGTHS.

2. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO

"ANTENNA SYSTEM LABELING STANDARD" ND-00027 LATEST VERSION.

3. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0".

4. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN

APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC.

5. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH

THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND

ALL OTHER EQUIPMENT.

6. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF

AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE

WITH INDUSTRY STANDARDS.

1. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX

CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION.

2. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER

MANUFACTURER'S RECOMMENDATIONS.

3. CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR

DIRECTIONS ON CABLE DISTRIBUTION/ROUTING.

4. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE

RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE

MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH

TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE

SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED.

5. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:

6. TEMPERATURE SHALL BE ABOVE 50° F.

7. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.

8. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.

9. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.

10. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING

ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR.

TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION.

11. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER

MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS.

1. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M].

2. 90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE

OR BOTTOM OF ARMS (NO CABLE ON TOP OF ARMS).

3. USE 90 CONNECTOR AT CABLE CONNECTION TO ANTENNAS.

4. PLACE GPS ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [1.83] FROM TRANSMIT

ANTENNA, WHICH IS 24" [.61M] AWAY FROM CENTER OF POLE.

5. USE 1/2" [.013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED.

6. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER

INTRUSION.

COAXIAL CABLE NOTES

GENERAL CABLE AND EQUIPMENT NOTES

FIBER & POWER CABLE MOUNTING

ROW CONSTRUCTION NOTE STANDALONE

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

GENERAL NOTES III

GN-3

1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC

SPECIFICATION FOR MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR

DESIGN, 15TH EDITION.

2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL ELEMENTS SHALL CONFORM TO THE

FOLLOWING REQUIREMENTS:

STRUCTURAL STEEL:

· ANGLE: ASTM A36

· PIPE/TUBE: ASTM A500-50

· PLATE: ASTM A36

A. ALL BOLTS, ASTM A325 TYPE I GALVANIZED HIGH STRENGTH BOLTS.

B. ALL U-BOLTS, ASTM A193 GRADE B7

C. ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL NUTS.

D. ALL WASHERS, ASTM F436 HARDENED STEEL WASHERS.

3. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL

FABRICATOR IN ACCORDANCE WITH AISC SPECIFICATION FOR MANUAL OF STEEL

CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN, 15TH EDITION.

4. HOLES SHALL NOT BE FLAME CUT THRU STEEL UNLESS APPROVED BY THE ENGINEER.

5. HOT-DIP GALVANIZE ALL ITEMS UNLESS OTHERWISE NOTED, AFTER FABRICATION WHERE

PRACTICABLE. GALVANIZING: ASTM A123, ASTM, A153/A153M OR ASTM A653/A653M, G90, AS

APPLICABLE.

6. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING

TO ASTM A780 OR BY APPLICATION OF STICK OR THICK PASTED MATERIAL SPECIFICALLY

DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED AND REMOVE SLAG

FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED, WITH A

TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS IN STICK OR PASTED;

SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF

EXCESS MATERIAL.

7. A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND/OR REPLACED BOLTS.

8. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXCLUDE THE

THREADS FROM THE SHEAR PLANE.

9. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE

END OF THE BOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR

THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED.

10. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED.

1. CONNECTION BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION 8.2 OF THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490

BOLTS, LOCATED IN THE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION

PROCEDURE IS PARAPHRASED AS FOLLOWS:

2. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF

THE METHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4.

8.2.1 TURN-OF-THE-NUT TIGHTENING

BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG

TIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE SIMULTANEOUSLY

SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL

OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE

APPLICABLE AMOUNT OF ROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION

THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING

SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT IN A MANNER

THAT WILL MINIMIZE RELAXATION OF PREVIOUSLY PRETENSIONED BOLTS.

3. TIGHTEN CONNECTION BOLTS BY AISC - "TURN OF THE NUT" METHOD, USING THE CHART

BELOW.

BOLT LENGTHS UP TO AND INCLUDING FOUR DIA.

2" BOLTS UP TO AND INCLUDING 2.0 INCH LENGTH +1

3 TURN BEYOND SNUG TIGHT

8" BOLTS UP TO AND INCLUDING 2.5 INCH LENGTH +1

3 TURN BEYOND SNUG TIGHT

4" BOLTS UP TO AND INCLUDING 3.0 INCH LENGTH +1

3 TURN BEYOND SNUG TIGHT

8" BOLTS UP TO AND INCLUDING 3.5 INCH LENGTH +1

3 TURN BEYOND SNUG TIGHT

1" BOLTS UP TO AND INCLUDING 4.0 INCH LENGTH +1

3 TURN BEYOND SNUG TIGHT

BOLT LENGTHS OVER FOUR DIA. BUT NOT EXCEEDING EIGHT DIA.

2" BOLTS 2.25 TO 4.0 INCH LENGTH +1

2 TURN BEYOND SNUG TIGHT

8" BOLTS 2.75 TO 5.0 INCH LENGTH +1

2 TURN BEYOND SNUG TIGHT

4" BOLTS 3.25 TO 6.0 INCH LENGTH +1

2 TURN BEYOND SNUG TIGHT

8" BOLTS 3.75 TO 7.0 INCH LENGTH +1

2 TURN BEYOND SNUG TIGHT

1" BOLTS 4.25 TO 8.0 INCH LENGTH +1

2 TURN BEYOND SNUG TIGHT

4. ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS

DEFINED IN SECTION 8.1 OF THE SPECIFICATION.

1. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND

EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN

ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES AND IN A GOOD WORKMANLIKE

MANNER.

2. CONTRACTOR TO VERIFY DIMENSIONS WITH ORIGINAL TOWER DRAWINGS. ETS SHALL BE

NOTIFIED OF ANY DISCREPANCIES BETWEEN FIELD MEASURED DIMENSIONS AND ORIGINAL

TOWER DRAWINGS.

3. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE DESIGN

PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED

DURING CONSTRUCTION.

4. FOR FOUNDATION TOLERANCES, SEE ORIGINAL TOWER DRAWINGS.

5. THE FOUNDATION MODIFICATION DESIGN IS IN ACCORDANCE WITH GENERALLY ACCEPTED

PROFESSIONAL ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF

SUBSURFACE DATA PROVIDED.

6. THE FOUNDATION DEPTH INDICATED IS BASED ON THE GRADE LINE DESCRIBED IN THE

REFERENCE GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE

EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL

INVESTIGATION.

7. THE FOUNDATION DESIGN ASSUMES THAT INSTALLATION METHODS WILL INCORPORATE THE

PROCEDURES RECOMMENDED IN THIS REPORT.

8. THE FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY

THAT CONSTRUCTION MATERIALS, INSTALLATION METHODS, AND ASSUMED DESIGN

PARAMETERS ARE ACCEPTABLE BASED ON THE CONDITIONS AT THE SITE.

9. THE FOUNDATION DESIGN ASSUMES NO CONSTRUCTION JOINTS, HOWEVER, CONSTRUCTION

JOINTS SHALL BE PERMITTED UPON APPROVAL BY THE OWNER/ENGINEER.

FOUNDATION GENERAL NOTES

EXCAVATION

1. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND SAFETY REGULATIONS.

PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION, AND

UTILITIES SHALL BE ESTABLISHED PRIOR TO BEGINNING WORK.

2. THE SIDES OF THE EXCAVATION SHALL BE ROUGH AND FREE OF CUTTINGS.

3. LOOSE MATERIAL TO BE REMOVED FROM THE BOTTOM OF EXCAVATION PRIOR TO CONCRETE

PLACEMENT.

REINFORCING STEEL

1. THE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615, GRADE 60.

IT SHALL BE DEFORMED AND SPLICES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED.

2. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS.

3. REINFORCING CAGES SHALL BE BRACED TO RETAIN PROPER DIMENSIONS DURING HANDLING

AND THROUGHOUT PLACEMENT OF CONCRETE. WHEN TEMPORARY CASING IS UTILIZED,

BRACING SHALL BE ADEQUATE TO RESIST FORCES OCCURRING FROM FLOWING CONCRETE

DURING CASING EXCAVATION.

4. SPACERS SHALL BE ATTACHED INTERMITTENTLY THROUGHOUT THE ENTIRE LENGTH OF

TIEBACK REINFORCING TO INSURE CONCENTRIC PLACEMENT OF CASING IN EXCAVATIONS.

5. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3" UNLESS OTHERWISE NOTED.

APPROVED SPACERS SHALL BE USED TO INSURE A 3" MINIMUM COVER FOR REINFORCEMENT.

6. THE CONCRETE COVER FROM THE TOP OF THE FOUNDATION TO THE ENDS OF THE VERTICAL

REINFORCEMENT SHALL NOT BE LESS THAN 3".

CONCRETE

1. WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-14, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE AND COMMENTARY".

2. THE CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000-PSI IN 28 DAYS.

3. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION

METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL

ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318-14 SHALL BE

SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE.

4. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE

MATERIALS, INFILTRATION OF WATER OR SOIL, AND OTHER OCCURRENCES THAT MAY

DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION.

5. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING

THE SIDES OF THE EXCAVATION, FORMWORK, REINFORCING BARS, FORM TIES, CAGE BRACING, OR OTHER OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH

WATER.

6. THE MAXIMUM SIZE OF THE AGGREGATE SHALL NOT EXCEED A SIZE SUITABLE FOR THE

INSTALLATION METHODS UTILIZED OR 2/3-CLEAR DISTANCE BEHIND OR BETWEEN

REINFORCING. THE MAXIMUM SIZE MAY BE INCREASED TO 2/3-CLEAR DISTANCE PROVIDED

WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT

HONEYCOMBS AND VOIDS.

FINISHING

1. THE TOP OF THE FOUNDATION SHALL BE SLOPED TO DRAIN WITH A FLOATED FINISH.

2. THE EXPOSED EDGES OF THE CONCRETE SHALL BE CHAMFERED 3/4" X 3/4".

1. EPOXY AGENTS SHOULD BE ALLOWED TO CURE ACCORDING TO MANUFACTURERS

RECOMMENDATIONS.

2. ALL HARDWARE ASSEMBLY AND MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED; ANY

CONTRADICTION BETWEEN THE MANUFACTURER'S RECOMMENDATIONS AND THESE

DRAWINGS ARE TO BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER AND

OWNER.

3. ANY CONTRACTOR INSTALLING ADHESIVE ANCHORING SYSTEMS SHALL BE TRAINED, IN

PERSON BY A MANUFACTURER'S REPRESENTATIVE, ON THE PROPER INSTALLATION

TECHNIQUES. THIS TRAINING SHALL INCLUDE PROPER DRILLING, HOLE CLEANING, AND

INSTALLATION METHODS FOR THE ADHESIVE ANCHORING SYSTEM AND CONSTRUCTION

CONDITIONS ON THIS PROJECT. ALL TRAINING TO BE CONDUCTED PRIOR TO CREWS STEPPING

ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT MANUFACTURER

REPRESENTATIVE TO SET UP TRAINING, ETS IS NOT RESPONSIBLE FOR ANY COST OCCURRED

FOR OR DURING ADHESIVE ANCHORING SYSTEM TRAINING.

EPOXY NOTES

SOIL COMPACTION

1. SUBGRADE PREPARATION

1.1. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS.

1.2. MAINTAIN TOP OF SUBGRADE IN A FREE-DRAINING CONDITION.

1.3. DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORIZED BY

CONSTRUCTION MANAGER.

1.4. FOR SUBGRADES CONSISTING OF IN-PLACE NATIVE SOILS, SOILS SHALL BE FREE OF

CUTTING AND OTHER LOOSE MATERIAL AND SHALL MEET THE MINIMUM BEARING CAPACITY

REQUIREMENTS NOTES UNDER SOIL STRENGTH

1.5. FOR SUBGRADES CONSISTING OF PLACED STRUCTURAL FILL, STRUCTURAL FILL SHOULD BE

PLACED IN 6 INCH LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM

DRY DENSITY AS OBTAINED BY THE STANDARD PROCTOR METHOD

1.6. CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRADE AND

CROSS-SECTION.

SOIL STRENGTH

1. FOUNDATION DESIGN IS BASED ON A 2000 PSF SOIL BEARING CAPACITY. IF OTHER CONDITIONS

EXIST, FOUNDATION SHALL BE REDESIGNED. CONTRACTOR SHALL HAVE SOIL BEARING

CAPACITY VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO

INITIATION OF CONSTRUCTION ACTIVITIES.

1. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AWS D1.1/D1.1M: 2015 "STRUCTURAL

WELDING CODE-STEEL".

2. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS.

3. CONTRACTOR SHALL RETAIN AN AWS CERTIFIED WELD INSPECTOR TO PERFORM VISUAL

INSPECTIONS ON FIELD WELDS. A LETTER AND REPORT SHALL BE ISSUED TO THE

CONTRACTOR. CONTRACTOR SHALL SUBMIT LETTER AND REPORT TO TOWER OWNER.

4. GRIND THE SURFACE ADJACENT TO THE WELD FOR A DISTANCE OF 2" MINIMUM ALL AROUND.

GRIND THE SURFACE OF THE ROD TO BE INSTALLED FOR A DISTANCE OF 2" MINIMUM ALL

AROUND THE AREA TO BE WELDED. ENSURE BOTH AREAS ARE 100% FREE OF ALL

GALVANIZING. SURFACES TO BE WELDED SHALL BE FREE FROM SCALE, SLAG, RUST,

MOISTURE, GREASE OR ANY OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER

WELDING.

5. DO NOT WELD IF THE TEMPERATURE OF THE STEEL IN THE VICINITY OF THE WELD AREA IS BELOW 0°F. WHEN THE TEMPERATURE IS BETWEEN 0°F AND 32°F, PREHEAT AND MAINTAIN THE

STEEL IN THE VICINITY OF THE WELD AREA AT 70°F DURING THE WELDING PROCESS.

6. DO NOT WELD ON WET OR FROST-COVERED SURFACES & PROVIDE ADEQUATE PROTECTION

FROM HIGH WINDS.

7. FOR ALL WELDING, USE E70XX ELECTRODES.

8. AFTER FINAL INSPECTION, THE AREA OF THE WELDS, THE INSTALLATION AND ALL SURFACES

DAMAGED BY WELDING OR GRINDING SHALL RECEIVE A COLD-GALVANIZED COATING. THIS

COATING SHALL BE APPLIED BY BRUSH. THE GALVANIZING COMPOUND SHALL CONTAIN A

MINIMUM OF 95% ± PURE ZINC. THE FINISHED COATING SHALL BE A MINIMUM THICKNESS OF 3

MILS.

STRUCTURAL STEEL NOTES FOUNDATION NOTES FOUNDATION NOTES

BOLT TIGHTENING PROCEDURE

WELDING NOTES

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

NC APPENDIX B I

GN-4

336 830-1660

BUTNER (NEW)

300 VEASEY ROAD, BUTNER, NC 27509

NCSHP

BUTNER GRANVILLE

Engineered Tower Solutions, PLLC Paul Bridges 051707 Paul.Bridges@ets-pllc.com

2018 APPENDIX B

BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

(Reproduce the following data on the building plans sheet 1 or 2)

Name of Project: _______________________________________________________________________ Address: ________________________________________________________Zip Code _____________ Owner/Authorized Agent: _____________Phone # ( _____ ) _____ - _______E-Mail _________________ Owned By: City/County Code Enforcement Jurisdiction: City____________

Private County_________

CONTACT: _____________________________________________________________

DESIGNER FIRM

Architectural Civil Electrical Fire Alarm Plumbing Mechanical

NAME LICENSE # TELEPHONE #

State State

E-MAIL

Sprinkler-Standpipe _____________________ ____________ ____________ (____)_______ __________________ Structural Retaining Walls >5' High _________________ ____________ ____________ (____)_______ __________________ Other (“Others” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

2018 NC CODE FOR: New Construction Addition 1st Time Interior Completion Shell/Core Phased Construction – Shell/Core Renovation

2018 NC EXISTING BUILDING CODE:

Alteration:

Prescriptive Level I Historic Property

RISK CATEGORY (table 1604.5) Proposed:

BASIC BUILDING DATA

Construction Type:

(check all that apply) Sprinklers:

Standpipes:

Fire District:

No

I-A I-B Partial Yes

No Yes Class No Yes (Primary)

Special Inspections Required: No 2018 NC Administrative Code and Policies

I

Yes Appendix B for Building

II-A

II-B

I I

II

II

III

III

Repair Level II

Chapter 14 Level III Change of Use

CONSTRUCTED:(date) __________ORIGINAL OCCUPANCY(S) (Ch. 3):______________ RENOVATED: (date) __________CURRENT OCCUPANCY(S) (Ch. 3):______________

Current: IV

IV

III-A

III-B

NFPA 13

II III

Flood Hazard Area:

IV

NFPA 13R NFPA 13D

Wet Dry

No Yes

V-A V-B

Renovation

2018 NC Administrative Code and Policies Appendix B for Building

Gross Building Area:

FLOOR

3rd Floor 2nd Floor Mezzanine 1st Floor Basement

TOTAL

ALLOWABLE AREA

Primary Occupancy Classification: SELECT ONE

Assembly Business Educational Factory F-1 Moderate Hazardous H-1 Detonate Institutional I-1 Condition

1-2 Condition 1-3 Condition 1-4

S-1 Moderate

Mercantile Residential R-1 R-2 R-3 R-4 Storage

Parking Garage Open Utility and Miscellaneous

Accessory Occupancy Classification(s): __________________________________________________________ Incidental Uses (Table 509): ____________________________________________________________________ Special Uses (Chapter 4 – List Code Sections): _______________________________________________________ Special Provisions: (Chapter 5 – List Code Sections): _________________________________________________ Mixed Occupancy: No Yes

A-1 A-2 A-3 A-4 A-5

F-2 Low H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM 1 2

S-2 Low Enclosed

3 4 5

High-piled Repair Garage

EXISTING (SQ

FT)

NEW (SQ FT) RENO/ALTER

(SQ.FT)

SUB-TOTAL

Separation: _____ Hr. Exception: ___________________ Non-Separated Use (508.3) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building.

Separated Use (508.4) - See below for area calculations for each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

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

Allowable Area of Occupancy B

< 1

< 1.00

2018 NC Administrative Code and Policies Appendix B for Building

218.5 218.5

218.5 218.5

STORY

NO.

DESCRIPTION AND

USE

(A) (B)

BLDG AREA PER

STORY (ACTUAL)

TABLE 506.2

AREA

(C)

AREA FOR FRONTAGE

INCREASE

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED

1 Frontage area increases from Section 506.3 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)

e. Percent of frontage increase If = 100 [ F/P - 0.25] x W/30 = _______ (%)

2 Unlimited area applicable under conditions of Section 507.

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

4 The maximum area of open parking garages must comply with Table 406.5.4 5 Frontage increase is based on the unsprinklered area value in Table 506.2.

ALLOWABLE HEIGHT

ALLOWABLE

(TABLE 503)

Building Height in Feet (Table 504.3)

Building Height in Stories (Table 504.4)

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

2 The maximum height of air traffic control towers must comply with Table 412.3.1 3 The maximum height of open parking garages must comply with Table 406.5.4

SHOWN ON PLANS CODE REFERENCE

2018 NC Administrative Code and Policies Appendix B for Building

1,5 2,3

PREPARED BY:

3227 WELLINGTON COURT

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

NC APPENDIX B II

GN-5

1 2 1 2

N/A

N/A

N/A N/A N/A N/A

N/A

0 2 VFP -

203953

N/A N/A N/A

N/A N/A N/A N/A

1 Equip. Shelter 218.5 5,500 N/A 5,500

2018 NC Administrative Code and Policies Appendix B for Building

FIRE PROTECTION REQUIREMENTS

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

Structural Frame, including columns, girders, trusses Bearing Walls

Exterior North East West South

Interior Nonbearing Walls and Partitions

Exterior walls North East West South

Interior walls and partitions

Floor Construction Including supporting beams and joists

Floor Ceiling Assembly Column Supporting Floors Roof Construction, including supporting beams and joists Roof Ceiling Assembly Column Supporting Roof

Shaft Enclosures - Exit Shaft Enclosures - Other

Corridor Separation Occupancy/Fire Barrier Separation Party/Fire Wall Separation Smoke Barrier Separation

Smoke Partition Tenant/Dwelling Unit/ Sleeping Unit Separation Incidental Use Separation

* Indicate section number permitting reduction

REQ'D

RATING

PROVIDED

(W/_________*

REDUCTION)

DETAIL #

AND

SHEET #

DESIGN #

FOR

RATED

ASSEMBLY

SHEET # FOR

RATED

PENETRATION

SHEET #

FOR

RATED

JOINTS

N/A

110 2

1 1 2018

0 2 VFP-

203953

N/A N/A

N/A

N/A

N/A N/A

10'-7"

VFP -

203953

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

NC APPENDIX B III

GN-6

PREFABRICATED SHELTER

SECTION NOT APPLICABLE

2018 NC Administrative Code and Policies Appendix B for Building

LIFE SAFETY SYSTEM REQUIREMENTS

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

No No No No No

Yes Yes Yes Yes Yes

Partial _______

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 (1006.2.1 & 2006.3.2(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

PERCENTAGE OF WALL OPENING CALCULATIONS

FIRE SEPARATION

DISTANCE (FEET FROM

PROPERTY LINES

DEGREES OF OPENINGS

PROTECTION

(TABLE 705.8)

ALLOWABLE AREA

ACTUAL SHOWN ON

PLANS (%)

Exit sign location (1013)

2018 NC Administrative Code and Policies Appendix B for Building

(SECTION 1106)

LOT OR PARKING AREA TOTAL # OF PARKING SPACES

REQUIRED PROVIDED

# OF ACCESSIBLE SPACES PROVIDED TOTAL # ACCESSIBLE

PROVIDED

TOTAL

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

USE

SPACE EXIST’G

NEW

REQ’D

WATERCLOSETS

MALE FEMALE UNISEX

URINALS LAVATORIES

MALE FEMALE UNISEX

SHOWERS

/ TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPECIAL APPROVALS

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

ACCESSIBLE PARKING

ACCESSIBLE DWELLING UNITS

(SECTION 1107)

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE

PROVIDED

UNITS

TYPE A

UNITS

REQUIRED

UNIT

CLASSIFICATION

96" SPACES 132" SPACES

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

NC APPENDIX B IV

GN-72018 NC Administrative Code and Policies Appendix B for Building

ENERGY SUMMARY

ENERGY REQUIREMENTS:

The following data shall be considered minimum and any special attribute required to meet the North Carolina Energy Conservation 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:

Exempt Building: No

Climate Zone: 3A 4A

No

5A

Method of Compliance: Energy Code

ASHRAE 90.1

Performance Performance

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:

Prescriptive Prescriptive

(If “Other” specify source here) ________________________________________________

Yes (The remainder of this section is not applicable)

Yes (Provide Code or Statutory reference): ____________________________

2018 NC Administrative Code and Policies Appendix B for Building

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

STRUCTURAL DESIGN

(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)

DESIGN LOADS:

Importance Factors:

Live Loads:

Ground Snow Load:

Wind Load:

Snow (I ) _________ Seismic (I ) _________

Roof Mezzanine Floor

_________ psf

Ultimate Wind Speed

SEISMIC DESIGN CATEGORY:

Provide the following Seismic Design Parameters:

Risk Category (Table 1604.5) I

A Data Source:

Basic structural system

Analysis Procedure:

LATERAL DESIGN CONTROL:

A

II

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

Field Test Bearing Wall Building Frame Moment Frame Simplified

Architectural, Mechanical, Components anchored?

Earthquake

_________ mph (ASCE-7) Exposure Category _________

B

III

C

C

IV

S1_________ %g

D E Presumptive

F Historical Data

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

_________ psf _________ psf _________ psf s e

N/A

0.10

9.8

CONCRETE ROOF + (1) LAYER OF 1-1/2" RIGID INSULATION + 3/4" OSB PANEL

N/A

N/A

CONCRETE + VINYL TILE

NO

CONCRETE ROOF + (2) LAYERS OF 1-1/2" RIGID INSULATION + 3/4" OSB PANEL

0.10

9.8

N/A

N/A

N/A

PENDING STRUCTURAL

ANALYSIS

RALEIGH, NC 27615

919-782-2710 www.ets-pllc.com

PREPARED FOR:

SEAL:

SITE ADDRESS:

300 VEASEY ROAD

BUTNER, NC 27509

SITE NAME:

HP-1040

SITE NUMBER:

BUTNER (NEW)

LATITUDE/LONGITUDE:

36.143244°, -78.767803°

SHEET # CURRENT REV #:

ETS #: 23124026

SHEET TITLE:

CHECKED BY: RBDRAWN BY: DF

06/20/2025

REV DATE DETAILS

FIRM #: P-1016

SCO PROJECT NUMBER:

24-28062-01A

08/30/2024 CONSTRUCTION

10/16/2024 CONSTRUCTION

02/24/2025 CONSTRUCTION

02/26/2025 CONSTRUCTION

06/20/2025 SCO COMMENTS

NC APPENDIX B V

GN-8

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

MECHANICAL DESIGN

(PROVIDE ON THE MECHANICL 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. If oversized, state reason.:

Chiller Size category. If oversized, state reason.:

List equipment efficiencies: ___________ size category of unit: __________________________

2018 NC Administrative Code and Policies Appendix B for Building

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: Energy Code:

ASHRAE 90.1:

Prescriptive Prescriptive

Performance Performance

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

2018 NC Administrative Code and Policies Appendix B for Building

Additional Efficiency Package Options (When using the 2018 NCECC; not required for ASHRAE 90.1)

C406.2 More Efficient HVAC Equipment Performance C406.3 Reduced Lighting Power Density C406.4 Enhanced Digital Lighting Controls C406.5 On-Site Renewable Energy C406.6 Dedicated Outdoor Air System C406.7 Reduced Energy Use in Service Water Heating

BARD: W24A*-A05XWXXXJ

9.00 EER

24,000 BTUH

9.00 EER

32W FL

ELEC

600 vs 331 (ONLY LIT WHEN OCCUPIED)

CENTRAL AVE

S.R. 1103 - 60' R/W

(BM

34, PG

142)

WESTBROOK DRIVES.R. 1174 - 60' R/W (BM 34, PG 142)

VEASEY ROAD

S.R. 1120 - 60' R/W (BM 34, PG 142)

SHEET

OF

TRACT ID:

PROJECT:

FIELDBOOKS:

PARTYCHIEF:

TECHNICIAN:

DATE:

JOB NUMBER:

SCALE:

DRAWING:

SURVEYOR:

TOPOGRAPHIC SURVEY

ETS - BUTNER SITE

DUTCHVILLE TOWNSHIP

GRANVILLE COUNTY

STATE OF NORTH CAROLINA

N

AD

(2

1) N

C G

R

ID

GRAPHIC SCALE

VEAZEY RD

C

EN

TR

AL AVE

WESTBROOK DRIVE

SITE

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text TBM NAIL SET (POINT-2000) LOCALIZATION POINT NORTHING: 871,041.31' EASTING: 2,068,702.52' ELEVATION: 386.98' NC GRID NAD83(2011) NAVD 88

AutoCAD SHX Text TBM NAIL SET (POINT-2001) NORTHING: 870,907.30' EASTING: 2,068,834.05' ELEVATION: 390.51' NC GRID NAD83(2011) NAVD 88

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOE OF SLOPE

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CENTER OF DITCH

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TOP OF BANK

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CENTER OF DITCH

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TOP OF BANK

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TOE OF SLOPE

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UNDERGROUND FIBER

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EDGE OF ASPHALT

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EDGE OF ASPHALT

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ETS - CENTRAL AVE

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ENGINEERED TOWER SOLUTIONS

AutoCAD SHX Text 1023082791

AutoCAD SHX Text 10/21/2024

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

JFA

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CDR

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ETS- BUTNER SITE

AutoCAD SHX Text 0482-01-4995

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MSW

AutoCAD SHX Text 43336-8

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%%USURVEY DATA:

AutoCAD SHX Text HORIZONTAL DATUM - BASED UPON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83, US SURVEY FEET. SAID BEARINGS ORIGINATED FROM SAID COORDINATE SYSTEM BY GPS OBSERVATIONS AND OBSERVATIONS OF SELECTED STATIONS IN THE NATIONAL GEODETIC SURVEY CONTINUOUSLY OPERATING REFERENCE STATION (NGS CORS) NETWORK. VERTICAL DATUM - NAVD 88

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%%USUBJECT PARCEL:

AutoCAD SHX Text OWNER: NC DEPT OF HEALTH/HUMAN SERVICES SITE ADDRESS: 300 VEASEY ROAD 300 VEASEY ROAD BUTNER, NC 27509 BUTNER, NC…