04/07/2023 1of13 document.xls

STATE OF MISSISSIPPI

MSWIN

SITE INSPECTION ATPThe test and inspections plans relating to site development and construction includes visual inspections and operational

tests to verify that all elements of the Site Preparation, Prefabricated Equipment Shelters, Towers and Site Grounding / Lightning Protection are installed and / or operational acording to the requirements of the State of Mississippi MSWIN

Contract, addressing Acceptance Test Plans for Shelters, Emergency Power Systems, Site Work Requirements, Foundations, Lightning & Grounding Systems and Towers.

TAB 1 - ShelterTAB 2 - Emergency Power Systems

TAB 3 - Site Work RequirementsTAB 4 - Foundations

TAB 5 - Lightning and Grounding SystemsTAB 6 - Tower and Ancillary Systems

Site Number: _____________ Site Name: __________________________ ATP Date: ______________

Site Date: 1210 1216 1214 Motorola MSB Shelter 35 50 75 kW - LPG Generator

Self Support Tower_________Feet Guyed Tower________Feet

04/07/2023 2of13 document.xls

MSWIN Shelters - Oldcastle Buildings

Shelter Size:_________________________ Date:_____________________

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Comments1 SHELTERS: (9.5.3)2 Exterior wall are reinforced concrete

3 Vents and entry ways constructed to deter vandalism

4 Shelter exterior completely water tight to prevent moisture penetration of pores, seams, or around doors and openings.

5 Inside clearance at least 8'-6" floor to ceiling (9.5.4)

6 Shelter exterior finish shall be washed aggregate material

7 Shelter exterior free of damage, or repaired. (Walls and Roof)

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9 Floor is commercial grade 12" x 12" x 1/8" tiles with vinyl trim.

10 Door free of damage, and swings freely: (9.5.7)

11 Door equipped with mechanical door closure

12 Door threshold fully assembled.

13 Door has neoprene weather stripping.

14 Door has key locks and fully operable.

15 Doors are keyed alike.

16 Shelter door is 36" x 84" and painted.

17 Shelter door has a bullet resistance rating of 1-4 as UL 752 ballistic standard

18 Door frames equipped with an exterior drip trough

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20 Waveguide entry with 12 sleeve x 4" cable entry including weathercaps installed

21 Cable Ladders are 12" minimum width, adequately supported and bonded to the interior ground ring.

22 Ionization smoke detector installed and functioning properly and wired back to alarm punch block.

23 Alarm distribution panel installed (9.5.11)

24 Alarm wiring properly terminated (physical inspection).

25 Alarm distribution panel permanently labeled terminals.

26 Door Intrusion Detection Alarm

27 Smoke/Heat Detection

28 Signage (No Smoking, etc.) (Nameplates provided for all major equipment)

29 10 lb. hand held fire extinguisher mounted near the door

30 1- 2" and 1-4" PVC sleeve cast-in-place below Telco Board

31 Alarm Monitoring and Reporting (9.5.13)

32 Door Open Alarm

33 Building Smoke Alarm

34 High/Low Temperature Alarm

35 High/Low Humidity Alarm

36 Site AC Failure Alarm

37 AC Arrestor Failure Alarm

38 Generator Running Alarm

39 Generator Transfer Alarm

Interior walls and ceiling are finished with 1/2" plywood, covered with white embossed fiberglass reinforced plastic panels. Installation of vinyl molding joint treatment and white fasteners.

Doors equipped with high security locking cylinder latch, mortise dead bolt, continuous hinge with non-removable pins, seals, and anti-pick plate.

04/07/2023 3of13 document.xls

MSWIN Shelters - Oldcastle Buildings40 Generator Low Oil Pressure Alarm

41 Generator Coolant Temp. Alarm

42 Generator Over Crank Alarm

43 Generator Low Fuel Alarm

44 UPS Run Alarm

45 UPS Failure Alarm

46 Dehydrator Failure Alarm

47 Tower Light Failure Alarm

48 HVAC's cycle in both heating and cooling modes. (9.5.14)

49 HVAC condensation lines unrolled and cut to specified length.

50 Each HVAC unit grounded.

51 Ice shield install over the HVAC unit(s)

52 Exterior hoods installed over dampers and sealed properly with caulk.

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54 Interior conductors installed in metallic conduit.

55 Exterior power conductors installed in rigid metallic conduit

56 Interior lights are operable.

57 Interior Lights are fluorescent fixtures with bulbs and illumination level of 75 foot candles at 3 feet above floor

58 Exterior light is operable - 100W incandescent fixture

59 All electrical panels and breakers permanently labeled.

60 Emergency lighting unit installed above the door. 1.5 hour of light

61 Ensure exterior duplex GFI receptacle in place and operational.

62 4'x4'x3/4" fire retardant plywood mounted inside shelter - matching the interior finish

63 AC service entrance protector installed

64 UPS Installed and operational (9.5.17)

65 All metal objects (including shelter vents, hoods, fuel tank) within 10' of the shelter are grounded. (9.5.19.1.1)

66 All interior metal objects are bonded to the internal ground ring.

67 Equipment grounds is #6 green insulated wire

68 Equipment racks are grounded to the internal ground bus with #2 stranded green insulated wire (9.5.19.1.2)

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70 Interior ground bar shall have standoff brackets, insulators, and extension bars connecting the interior and external ground bar.

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72 All feeder and branch circuits have green grounding conductors

73 All metallic entry points bonded to the exterior ground ring

74 Floor free of damage, dirt, dust, trash and is clean.

75 Communications Room dimensions per approved design

76 Generator and transfer switch operate properly (follow model specific procedures)

The following signatures indicate that the checklist was completed on ________________ (dd-mm-yy), and the results are accurate.

Contractor Representative/Date:

Owner Representative/Date:

Shelters have AC distribution and wiring per approved drawing. Spot check with a receptacle tester, and locate inspection certificate. (200A) (9.5.15)

Internal ground is a minimum #2 bare stranded copper ground bus installed around the inside of the perimeter of shelter with each end lugged to interior ground bar.

Exterior ground to site ground with 2" copper strap attached to shelter wall with 4" duro-last vinyl base and cover anchor to wall with nylon fasteners

04/07/2023 4of13 document.xls

MSWIN Emergency Power Systems

Generator Size:_________________________ LP Tank Size:________________________________ Date:_____________________

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Comments1 GENERATOR (9.5.20.1)

2 Generator sized properly (100% of initial load plus 25% for future growth)

3 Enclosed in a weatherproof enclosure

4 Mounted on concrete pad

5 Concrete pad exposed 6" above finished grade

6 Automatice transfer switch in place and operational.

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8 LIQUID PROPANE GAS (LPG) TANK (9.5.20.2)

9 Liquid propane tank sized properly (120 hours of run time at full load)

10 Mounted on concrete pad

11 Concrete pad exposed 6" above finished grade

12 Installed minimum of ten (10') from any exteernal source of ignition or mechanical ventilation system

13 All piping, and wiring in place and connected.

14 Meets Local, State and National Codes

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MSWIN Emergency Power Systems39

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The following signatures indicate that the checklist was completed on ________________ (dd-mm-yy), and the results are accurate.

Contractor Representative/Date:

Owner Representative/Date:

04/07/2023 6of13 document.xls

MSWIN Site Work Requirements

Date:_____________________

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Comments1 SITE WORK REQUIREMENTS ( 9.6)

2 Site cleared of all trees, bushes and weeds (9.6.1.1)

3 Guy lanes cleared to a minimum width of fifty (50') feet.

4 Spoil materials removed from the site.

5 Earthwork acceptable for flood and errosion control.

6 Shelter, generator and fuel tank above the 100 year flood plane. (9.6.1.2)

7 Disturbed areas sloped finished to less than 2 horizontal to 1 vertical

8 Slopes and disturbed not receiving aggregate seeded.

9 No building or structures within defined utility right of way

10 Aggregate in place: ( All on State owned site / As necessary on Co-lo in area occupied by State) (9.6.1.10)

11 Access Road

12 Compound area

13 One (1) foot outside the fence perimeter, guy fence perimeter, vehicle turn around and parking areas.

14 Minimum depth of four (4") inches.

Woven fabric underlayment in place

16 NEPA compliant. (9.6.2)

17 Finish grading, excavation and backfill acceptable. (9.6.3)

18 Fencing acceptable: (Cyclone Type 1) (9.6.6)

19 Base of tower, equipment shelter, generator and LPG tank enclosed in compound.

20 Five (5') foot clearance to nearest enclosed object.

21 Guyed towers have guy anchors enclosed with minimum of three (3') foot clearance from perimeter.

22 Guy anchor fencing has a walk in gate.

23 Guy anchor has a black plastic barrier installed covered with four (4") crushed stone.

24 Seven (7') foot height (excluding barbed wire)

25 3-strands / class 3 galvanized barbed wirewith extention arms extended upward at 45° angle.

26 Two (2") inch mesh/11 gauge with zinc coating

27 Posts nominal 2" pipe (2-3/8" OD), 3.65# per foot.

28 Railings, top and bottom, nominal 1-1/4" pipe (1-5/8"OD) 2.27# per foot.

29 Terminal Posts for end, corner and gate, nominal 2-1/2" pipe (2-7/8"OD), 5.79# per foot.

30 Gate with positive locking latch with provision for locking.

31 Lock keyed alike for all gates.

32 All posts, rails, and appurtenances hot-dipped zinc coated steel. All posts have caps.

33 End, corner, pull and gate posts braced with same material as top rail.

34 All posts set in concrete.

35 All line posts evenly spaced at 10' intervals

36 Warning signs installed on the exterior of all sides of Electrical Shock Hazard and No Trespassing.

37 Sixteen (16') foot vehicle barricade gate installed at edge of the public ingress road to site. (6.6.7)

38 No Trespassing sign.

04/07/2023 7of13 document.xls

MSWIN Site Work Requirements39 Chain and/or padlock in place

40 Posts filled with concrete

41 Access road from public road to compound access gate (9.6.8)

42 Minimum twelve (12') feet wide

43 Six (6") inch compact base.

44 Minimum four (4") inch crushed limestone mix with woven geotaxtile fabric underlayment.

45 Necessary culverts/ditches on both sides of access road

46 Exposed areas seeded.

47 Parking and Turn-around areas adjacent to the gate of the compound.

48 Utility Service: (9.6.9)

49 Properly sized

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The following signatures indicate that the checklist was completed on ________________ (dd-mm-yy), and the results are accurate.

Contractor Representative/Date:

Owner Representative/Date:

04/07/2023 8of13 document.xls

MSWIN Foundations

Date:_____________________

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Comments1 FOUNDATIONS: (9.7)

2 Designed with minimum safety factor of 2.0 and per the applicable geotechnical report (9.7.1)

3 Shelter, tower and generator installed minimum of six (6") inches above finished grade level (9.7.1)

4 Reinforcing steel complies with ASTM A-615m /grade 60. (9.7.1)

5 Con rete has minimum of 28-day compressive strength of 3000 psi in accordance with ACI 613. (9.7.1)

6 Steel reinforcement in accordance with drawing details as approved (9.7.7)

7 Concrete Break Tests: (4 Cylinders) (ASTM C39): (9.7.10)

8 Cylinder 1: 7-Day Break Test

9 Cylinder 2: 28-Day Break Test

10 Cylinder 3: 28-Day Break Test

11 Cylinder 4: Reserve

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04/07/2023 9of13 document.xls

MSWIN Foundations39

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The following signatures indicate that the checklist was completed on ________________ (dd-mm-yy), and the results are accurate.

Contractor Representative/Date:

Owner Representative/Date:

04/07/2023 10of13 document.xls

MSWIN Lightning and Grounding Systems

Date:_____________________

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Comments1 GROUNDING: (9.8)

2 All grounding are exothernic welds.

3 Ground ring at least 3' from shelter foundation.

4 Grounding system achieves resistance to earth of 5 Ohms of less.

5 Compound ground system installed per contract. (9.8)

6 Fence ground system installed per contract. (9.8)

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MSWIN Lightning and Grounding Systems39

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The following signatures indicate that the checklist was completed on ________________ (dd-mm-yy), and the results are accurate.

Contractor Representative/Date:

Owner Representative/Date:

04/07/2023 12of13 document.xls

MSWIN Tower and Ancillary Systems

Date:_____________________

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Comments1 TOWERS: (9.9)

2 Towers constructed of angular or solid round members

3 Structural steel is hot dip galvanized

4 Tower adheres to latest revision of EIA/TIA Standard RS-222. (9.9.4)

5 Tower designed to 87% basic wind speed plus 1/2" radial ice.

6 Waveguide Ladders installed per contract specifications (9.9.7)

7 Waveguide Bridge installed per contract specifications (9.9.8)

8 Sufficient to met live and dead loads

9 Free Standing

10 Minimum 2' width

11 Required height.

12 Galvanized

13 Grounded properly with 1/0 awg

14 Proper height with shelter entry ports

15 Properly grounded to external ground bar.

16 Climbing Ladder: (9.9.9)

17 Ladder (separate of integrated in tower) properly installed per specifications

18 Cable safety system properly installed per specifications

19 Tower Member Marking: (9.9.10)

20 Each member permanently marked

21 Metal nameplate installed at base with proper identification

22 Lighting Systems: (9.9.11)

23 Lighting installed conforming to FCC and FAA regulations

24 Light controller installed

25 Light lamps operational

26 Lightning protection installed

27 Properly connected.

28 Tower Lighting System Control (9.9.12)

29 Lighting control systems installed per specifications

30 Automatically controlled by photoelectric unit providing:

31 ON-OFF status of lights

32 Control unit failure

33 Beacon failure

34 Side light failure

35 Stobe flash failure (where applicable)

36 Automatic fail-safe and reset upon power source failure.

37 Alarm Relays:

38 Control unit failure

04/07/2023 13of13 document.xls

MSWIN Tower and Ancillary Systems39 Beacon failure (top and mid level)

40 Lighting Systems Installation: (9.9.13)

41 Wiring service cord or contained in rigid galvanized conduit, junction boxes and lighting equipment housing

42 Vertical cords/conduit adjacent to waveguide ladder.

43 Cables secured every 4'

44 Clearly visible for all directions

45 Photoelectric unit installed in metal or plastic housing on rear of building facing North adjusted to NNE sky.

46 Ice sheilds installed for all units not top mounted.

47 Controller case grounded with #4 or larger copper wire.

48 Tower Erection: (9.9.14)

49 Foundations allowed to dry for 7 days before tower erection

50 All bolts secured per tower manufacturer specifications

51 All foreign matter removed from tower members.

52 Tower plumb.

53 No damaged members.

54 Nuts or bolt heads not deformed.

55 Guys terminated with proper hardware

56 Safety guy threaded through turnbuckle bodies and eye ends, fastened with clip

57 Cotter pins stainless steel

58 Rest Platforms and Climbing Area: (9.9.15)

59 Provided (on tower greater than 200')

60 Spaced no more than 105'

61 Minimum 18" square.

62 Support 350 pounds.

63 Access without desengaging safety divice.

64 Tower Grounding and Lightning Protection: (9.9.16)

65 Static-Cat (SC-1) or equal installed on highest point of tower

66 1/0 AWF insulated stranded copper conductor connected to Site ground system

67 All conductors Cadwelded or connected with Burndy compression connector

68 All equipment mounted on the tower effectively grounded.

69 All tower legs/base and guy anchors attached to Site ground system with #1/0 AWG stranded bare tinned copper.

70 Antenna Grounding Systems: (9.9.17)

71 Antenna effectively grounded

72 Transmission line effectively grounded.

73 Surge protectors installed on transmission lines and properly grounded.

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The following signatures indicate that the checklist was completed on ________________ (dd-mm-yy), and the results are accurate.

Contractor Representative/Date:

Owner Representative/Date: