App No: 2020091262 - Amazon AWS

App No: 2020091262

Application Type Minor Modification

Applicant Name SMARTLINK GROUP

Site Id 521

Address 18200 Flower Hill Way, Gaithersburg

City Gaithersburg

Zoning PNZ

Latitude 39.1548721

Longitude ‐77.165386

Ground Elevation 521

Site Owner PCO, LP

Structure Owner PCO LIMITED PARTNERSHIP

Carrier T‐Mobile

Structure Type Building

Solution Type Macro

Lease Status Leased

Carrier Site Name 7WAN231D

County Site Name Flower Hill SC

Existing Existing

Existing Structure Height 56

Justification of why this site was selected:

Site is an existing T‐Mobile telecommunications site

Will site be used to support government telecommunications facilities or other equipment for government use?

No

Gvt. Use Desc.

Updated 9/15/2020

Ann. Plan? Yes

Application Description

T‐Mobile proposes to conduct the following work at an existing telecommunications site: Install (3) new panel antennas; Install (3) new Radio 4415 B25; Install (1) proposed 19" equipment rack and (1) power module in an existing equipment room; Upgrade power to 200A

NearbySites (New, Replacement Apps Only):

Provide the proposed height of the replacement structure without any antenna (New, Replacement Apps Only)

Distance to Residential Property (New, Replacement, Colocation Only)

Distance to Commercial Property (New, Replacement, Colocation Only)

Does the structure require an antenna structure registration under FCC Title 47

No

Application General Infomation

Site Infomation

Wednesday, September 16, 2020

7:36:23 AM

J.C. 9.25.20

App No: 2020091262

Screening considerations(New, Colocations, Replacement Apps Only):


7:36:23 AM

App No: 2020091262

Does this qualify as a 6409 application? (Minor Mod, Colocations Only) No

PROW? No

ROW width

Pole Number

For towers outside the public ROW will the proposed installation increase the height of the structure by: (1) more than 10% or (2) more than 20 feet, whichever is greater?

For towers outside the public ROW will the proposed installation increase the width by adding appurtenance to the body of the structure that would protrude from the edge of the structure by more than 20 feet?

Will the proposed installation increase the height of the structure by: (1) more than 10% or (2) more than 10 feet, whichever is greater?

Will the proposed installation increase the width by adding appurtenance to the body of the structure that would protrude from the edge of the structure by more than 6 feet?

More than four Equipment Cabinets? YN

Will the proposed installation require excavation or expansion outside the current boundaries of the site?

6409 Questions

Small Wireless Facility Questions Small Wireless Facility? No

Does the structure or current installation have concealment elements/measures?

No

If yes, describe how the proposed installation does not defeat the existing concealment.

Tribal Lands? No

Is the structure 10% taller than adjacent structures?

Please list adjacent structure heights

ROW owner

Cumulative volume of the proposed wireless equipment(s) exclusive of antennas in cubic feet

36

Cumulative volume of the proposed antenna antenna(s) exclusive of equipment

ROW Information

Small Wireless Facility Informatio


7:36:23 AM

App No: 2020091262

Antenna Compliance Yes

Compliance Desc

Antenna Location Yes

Antenna Loc. Desc.

Env. Assessment

Cat. Excluded? checked

Routine Env. Evaluation

Antenna Infomation

RAD Center 51.7

Antenna Model Ericsson AIR6449 B41

Frequency TX: 2496‐2690MHz RX: 2496‐2690MHz

Max ERP 300 Antenna Dimensions H: 33.1" W: 20.5" D: 8.3 Quantity 3


7:36:23 AM

GIANT FOOD AND DRUG

55,330 SQ.FT.

FLOWER HILL WAY (ROUTE 124)

WO

ODF

IELD

RO

AD

WASHING

TON G

ROVE LANE (RO

UTE 124)

EXISTING

PARKING AREA

EXISTING

PARKING AREA

S 80%%D 50' 09" E 39.75'

R=26

5.00'

A=268.37'

A-1

1

SITE

C.S.

M.M.

SITE PLAN

C-1

SCALE: 1"=200'-0"VICINITY MAP

TRUE NORTHSCALE: 1" = 50'-0"SITE PLAN 1

C-1

1153.770

7WAN231D FLOWER HILL SHOPPING CTR

GAITHERSBURG, MD 20879

GRAPHIC SCALE IN INCHES

1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:

18200 FLOWER HILL WAY

T-MOBILE NORTHEAST LLC

PHONE: (240) 264-8600

12050 BALTIMORE AVENUEBELTSVILLE, MD 20705

communication services, inc.6100 EXECUTIVE BLVD

ROCKVILLE, MD 20852PHONE: (202) 408-0960

08-06-20 CONSTRUCTION REVIEW A

08-25-20 ZONINGB

SUBMITTALS

DATE DESCRIPTION REV.

SEAL:

THESE DRAWINGS ARE FORMATTEDTO BE FULL-SIZE AT 22"X34"

Professional Certification. I hereby certify that these documents were prepared orapproved by me, and that I am a duly licensed professional engineer under thelaws of the State of Maryland, License No. 17641, Expiration Date: 12/27/2021

SUITE 350

1362 MELLON RD, STE 140HANOVER, MD 21076

FAX: (410) 221-2962PHONE: (410) 582-8043

JURISDICTION:

USE:

TAX ACCOUNT NUMBER:

PARCEL OWNER:

ADDRESS:

MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791

PCO LIMITED PARTNERSHIP18205D FLOWER HILL WAYGAITHERSBURG, MD 20879

GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"

1Slide / 1

Radio Specs: AIR6488 vs. AIR6449

T-Mobile Confidential

AIR6488 B41 AIR6449 B41

Availability Q1 2019 June 2020

Antenna Branches 64T64R 64T64R

Antenna Elements 8 columns x 8 rows, subarray size 1x2, so in total 128 AE (or 64 X-pol)

8 columns x 8 rows, subarray size 1x3, so in total 192 AE (or 96 X-pol)

Operation band 2496 – 2690 MHz 2496 – 2690 MHz

IBW 100 MHz Full IBW (194 MHz)

Output Power 200W 300W

NR+LTE Support Split mode and Mixed mode (4Q19) Mixed modeDimensions (H x W x D)w/o protruding

884 x 520 x 183 mm34.8 x 20.5 x 7.2 inches

840 x 520 x 210mm33.1 x 20.5 x 8.3 inches

Weight 58 kg128 lbs

47 kg104 lbs

CPRI 3 x 10 Gbps eCPRI 4 x 25G eCPRI

Multi-layer MU MIMO DL/UL 16/8 DL/UL 16/8

Use a larger antenna envelope for entitlement so you can easily switch to the newer version

APPLICANT:

ARCHITECT/ENGINEER:

SCALE: 1" = 2,000'

SITE NUMBER: 7WAN231D SITE NAME: FLOWER HILL SHOPPING CENTER

T-MOBILE NORTHEAST LLC GAITHERSBURG, MD 2087918200 FLOWER HILL WAY

CONFIGURATION: 67D5997DB INDOOR

T-MOBILE NORTHEAST LLC12050 BALTIMORE AVE.BELTSVILLE, MD 20705PHONE: (301) 264-8600

ENTREX COMMUNICATION SERVICES,INC.6100 EXECUTIVE BLVD, SUITE 350ROCKVILLE, MD 20852CAMILLE SHABSHAB (202) 408-0960

SMARTLINK LLC1362 MELLON RD, SUITE 140HANOVER, MD 21076PHONE: (410) 582-8043

PROJECT MANAGEMENT:

NOTE TO GENERAL CONTRACTORNO WORK IS TO BE PERFORMED ON THIS SITE WITHOUT REVIEW OF THE APPROVED STRUCTURAL ANALYSIS. IF ANY DISCREPANCIES ARE FOUND THEGENERAL CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING. AT NO TIME WILL ANY ADDITIONAL ANTENNAS BE INSTALLED WITHOUT WRITTEN CONSENTFROM TOWER ENGINEER.

TRUE NORTH

MAGNETIC NORTH

- ANSI/TIA-222-G

- TIA 607

- INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81

- IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION

- TELECORDIA GR-1275

- ANSI/T 311

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNINGAUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.

- 2015 INTERNATIONAL BUILDING CODE

- 2014 NATIONAL ELECTRICAL CODE

- 2015 NFPA 101, LIFE SAFETY CODE

- AMERICAN CONCRETE INSTITUTE

- AMERICAN INSTITUTE OF STEEL CONSTRUCTION

- MANUAL OF STEEL CONSTRUCTION 13TH EDITION

SCOPE OF WORK:

4. RECONFIGURE NEW & EXISTING CABLE CONNECTIONS TO ANTENNAS AND EXISTING EQUIPMENT CABINETS.

1. INSTALL (3) NEW AIR6499 B41 ANTENNAS ON EXISTING MOUNTING PIPES.

C.S.

M.M.

TITLE SHEET

T-1

2. INSTALL (3) NEW RADIO 4415 B25

T-1 TITLE SHEETN-1 GENERAL NOTESC-1 SITE PLANA-1 CLOCK TOWER PLANA-2 NORTHEAST AND SOUTHWEST ELEVATIONSS-1 RF SYSTEM SCHEDULE & CABLING SCHEMATIC DIAGRAMS-2 ANTENNA LAYOUT PLANS AND DETAILSS-3 EQUIPMENT LAYOUT PLANS AND DETAILSE-1 ELECTRICAL AND GROUNDING DIAGRAMS, DETAILS AND PANEL SCHEDULEJURISDICTION:

USE:

TAX ACCOUNT NUMBER:

PARCEL OWNER:ADDRESS:

MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"

3. INSTALL (1) PROPOSED 19" EQUIPMENT RACK AND (1) 6230 POWER MODULE IN EXISTING EQUIPMENT ROOM

5. UPGRADE POWER TO 200A SITE

1153.770



CODE COMPLIANCE

SITE INFORMATION VICINITY MAP

APPROVAL BLOCK

SHEET INDEX

DATERF ENGINEER


1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:

TITLE:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:

PROJECT TEAM

ZONING DATE

CONSTRUCTION MANAGER DATE

SITE AQUISITION DATE

OWNER REPRESENTATIVE DATE

APPROVED AS NOTEDAPPROVED

RESUBMITREVISE & THESE DRAWINGS ARE FORMATTED

TO BE FULL-SIZE AT 22"X34"


SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

TMF

C.S.

GENERAL NOTES

N-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

1. THE STRUCTURAL STEEL CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING THE ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF CONCRETEAND BEARING PLATES, ALIGNMENT ETC. PRIOR OF STEEL ERECTION.

2. THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS SHALL GOVERN: A. AISC- "ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURALSTEEL BUILDINGS". B. AISC- "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES". C. AWS- "D1.1 STRUCTURAL WELDING CODE-STEEL".

3. MATERIAL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THEFOLLOWING ASTM SPECIFICATIONS

STRUCTURAL WIDE FLANGE & M SHAPES A992 OR A572, FY = 50KSI OTHER STRUCTURAL SHAPES AND PLATES A36, F = 36KSI STRUCTURAL TUBING A500, GRADE B, FY = 46KSI

HIGH STRENGTH BOLTS A325 THREADED RODS A354, GRANDE BC ANCHOR BOLTS A325 OR A354 BC PIPE (HANDRAIL) SCH 40 PIPE

4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70XXELECTRODES. UNLESS OTHERWISE NOTED PROVIDE CONTINUOUS MINIMUMSIZED FILLET WELDS PER AISC REQUIREMENTS.

5. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLESSHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCHCUTTING AT THE SITE IN NOT PERMITTED. ALL HOLES IN BEARING PLATESSHALL BE DRILLED.

6. ALL STEEL TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTMA123.

7. EPOXY ANCHORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

8. ALL BOLTS SHALL BE TIGHTENED USING TURN-OF-THE-NUT METHOD PERAISC SPECIFICATIONS USING STANDARD HOLES.

9. THE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELDMEASUREMENT. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTINGCONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TOORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION.

10. THE GENERAL CONTRACTOR AND HIS SUB CONSULTANTS SHALL BERESPONSIBLE FOR OBTAINING ALL BUILDING AND OR TRADE PERMITS ANDINSPECTIONS THAT MAY BE REQUIRED FOR THE WORK.

11. STRUCTURAL THREADED FASTENERS FOR STEEL ANTENNA MOUNTINGASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. STRUCTURALFASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTMA325. STRUCTURAL FASTENERS SHALL BE 5/8" DIAMETER BEARING TYPECONNECTIONS WITH THE THREADS EXCLUDED FROM THE SHEAR PLANE FORANGLES. STRUCTURAL FASTENERS SHALL BE 3/4" DIAMETER BEARING TYPECONNECTIONS WITH THE THREADS EXCLUDED FROM THE SHEAR PLANE FORALL OTHER STRUCTURAL SHAPES. ALL EXPOSED STRUCTURAL FASTENERS,NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED UNLESS OTHERWISENOTED.

12. EXPANSION ANCHORS INSTALLED IN CONCRETE SHALL BE HILTI STAINLESSSTEEL ANCHORS AS SPECIFIED ON THE PLANS. THE EXPANSIONS ANCHORSSHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSDIRECTIONS.

13. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTORSHALL SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANYDISCREPANCY BEFORE STARTING CONSTRUCTION.

14. ROOF PROTECTION PADS UNDER THE CABLE BRIDGE SLEEPERS AND ROOFPAVERS SHALL BE 0.30" THICK RUBBER FIRESTONE PROTECTION PADS. THEROOF PROTECTION PADS SHALL EXTEND A MINIMUM OF 2" BEYOND THEPERIMETER OF THE OF THE SLEEPERS. PROVIDE A 28 LB FELT SEPARATORSHEET 2" LARGER THAN THE ROOF PROTECTION PAD DIRECTLY ON THE ROOF.REMOVE ALL LOOSE STONES PRIOR TO PLACING THE SEPARATOR SHEET.ROOF PROTECTION PADS SHALL NOT BE PLACED WITH IN 6" OF AN ADJACENTPAD OR OTHER ROOF OBSTRUCTION TO FACILITATE DRAINAGE.

15. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE BUILDINGOWNER'S ROOF CONTRACTOR WHO WILL COMPLETE ALL WORK ASSOCIATEDWITH THE ROOF. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROMTHE BUILDING OWNER'S ROOF CONTRACTOR BEFORE INSTALLATION OF ANYROOF MOUNTED EQUIPMENT.

16. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED INACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALLHAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi (U.O.N).CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL, UNLESSOTHERWISE NOTED. MINIMUM CONCRETE COVER FOR REINFORCING STEELSHALL BE 3 INCHES UNLESS OTHERWISE NOTED.

17. CONCRETE SHALL BE 4 TO 6% AIR ENTRAINED.

18. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60.DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC SHALL CONFORM TOASTM A185.

19. FENCED AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLELOOSE OR SOFT SOIL, ORGANIC MATERIAL OR RUBBLE, TO FIRM SUBGRADE.FILL UNDER CUT AND COMPACT UP TO 6" BELOW FINISH GRADE. PLACE AMIRAFI 500X SOIL STABILIZATION FABRIC ON SUBGRADE. FILL WITH 6" OFAASHTO 57 STONE TO FINISH GRADE.

20. WHERE FILL IS REQUIRED, FILL IN LAYERS WHICH DO NOT EXCEED 8"BEFORE COMPACTION. SPREAD LAYER UNIFORMLY AND EVENLY. BLADE MIXEACH LAYER TO ENSURE MATERIAL UNIFORMITY. FILL MATERIAL SHALL NOTCONTAIN MATERIAL MORE THAN 3" IN DIAMETER. COMPACT EACH LAYER NOTLESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557MODIFIED PROCTOR TEST OR (ASTM D698 STANDARD PROCTOR TEST). USEFILL MATERIAL WITH MOISTURE CONTENT AS REQUIRED TO ATTAIN THE

STRUCUTRAL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODESORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIESCOMPANY OR OTHER PUBLIC AUTHORITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ANDINSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY ORMUNICIPAL AUTHORITIES.

3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, INWRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THESUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS ORERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROMRESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTINGSITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THECONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OFCONSTRUCTION OF THIS FACILITY.

5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALLMATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.

6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING ABID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCEWITH THE CONTRACT DOCUMENTS.

7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RFENGINEERING PRIOR TO INSTALLATION.

8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEETANSI/EIA/TIA 222-G REQUIREMENTS.

9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.

10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIESPRIOR TO EXCAVATING.

11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THEPROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT& THE OWNER'S REPRESENTATIVE.

12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BYTECHNICIANS APPROXIMATELY 2 TIMES PER MONTH.

13. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS,AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATEBOUNDARY SURVEY.

14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.

15. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE INSTORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES AREPROPOSED.

16. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THISFACILITY.

17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION(NO HANDICAP ACCESS REQUIRED).

18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER ORSANITARY SERVICE.

19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER

GENERAL NOTES1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.

2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR INTENDED USE.

3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE.

4. GROUNDING CONNECTIONS TO GROUND RODS, GROUND RING WIRE, TOWER BASE AND FENCE POSTS SHALL BEEXOTHERMIC ("CADWELDS") UNLESS NOTES OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRESARE CADWELDED TO GALVANIZED SURFACE, SPRAY CADWELD WITH GALVANIZING PAINT.

5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO HOLE BRASS MECHANICAL CONNECTORS WITHSTAINLESS STEEL HARDWARE (INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL. AFTER MECHANICALCONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING.

6. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS.

7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITHA MINIMUM 12" RADIUS.

8. INSTALL 2 AWG GREEN-INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND 2 BARE TINNED COPPER WIREFOR BELOW GRADE GROUNDING UNLESS OTHERWISE NOTED.

9. REFER TO GROUNDING PLAN FOR GROUND BAR LOCATIONS. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE("CADWELDS") TO ANTENNA MOUNTS AND GROUND RING. REMAINING GROUNDING CONNECTIONS SHALL BECOMPRESSION FITTINGS. CONNECTION TO GROUND BARS SHALL BE MADE WITH TWO-HOLE LUGS.

10. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS POSITION ACCRUING TO GROUNDINGPLAN. THE GROUND RODS SHALL BE 5/8"x8'-0" COPPER CLAD STEEL INTERCONNECTED WITH 2 BARE TINNED COPPERWIRE BURIED 30" BELOW GRADE. BURY GROUND RODS A MAXIMUM OF 15' APART, AND A MINIMUM OF 8' APART.

11. IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN OBLIQUE ANGLE NOT TO EXCEED 45°.

12. EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICO PRODUCTS BULLETIN A-AT.

13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING GROUND RING SYSTEM SHALL BE DOCUMENTEDWITH PHOTOGRAPHS PRIOR TO BACKFILLING SITE. PROVIDE PHOTOS TO THE T-MOBILE CONSTRUCTION MANAGER.

14. GROUND RING & CONNECTIONS TO IT SHALL BE 2 AWG SOLID BARE TINNED COPPER WIRE. EQUIPMENT GROUNDCONNECTIONS TO MGB SHALL BE 2 AWG STRANDED TO WIRE.

15. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF JET LUBE INC.). PRIORTO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR EQUAL.

16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVEOHMS TO GROUND BY MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE WITNESSED BY A T-MOBILEREPRESENTATIVE, AND RECORDED ON THE "GROUND RESISTANCE TEST" FORM.

17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO GROUND RING,INSTALL WIRE IN 3/4" PVC SLEEVE, FROM 1' BELOW GRADE AND SEAL TOP WITH SILICON MATERIAL.

18. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWNTO SHINY METAL. FOLLOWING CONNECTIONS, APPLY APPROPRIATE ANTI-OXIDIZATION PAINT.

19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC, GENERATOR, ETC.) IS LOCATED WITHIN 6 FEET OF METALFENCING, THE GROUND RING SHALL BE BONDED TO THE NEAREST FENCE POST USING (3) RUNS OF 2 BARE TINNEDCOPPER WIRE.

20. TOWER BASE BUSS BAR REQUIRES (2) SOLID LEADS CADWELD TO THE BUSS BAR.

21. MAIN EQUIPMENT BUSS BAR REQUIRES (2) SOLID LEADS CADWELD TO IT AND TO THE GROUND RING.

22. ALL SOLID LEADS TERMINATED TO EITHER A BUSS BAR OR EQUIPMENT SHALL BE PROTECTED WITH CARFLEX.

GROUNDING NOTES

1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITECONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.

2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, ANDEXAMINATION WORK PRIOR TO ORDERING OF ANY EQUIPMENT AND THE ACTUALCONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TOTHE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT ANDDISCREPANCIES.

3. VERIFY HEIGHT WITH PROJECT MANAGER PRIOR TO INSTALLATION.

4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE.

5. CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHERSCHEDULING AND PROVISIONALLY CIRCUMSTANCES SURROUNDING THE PROJECT.

6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENTINSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION ETC., FOR COMPLETE ANDFUNCTIONALLY OPERATING SYSTEMS ENERGIZED AND READY FOR USE THROUGHOUTAS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.

7. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND IN PERCENT CONDITION WHENINSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURERTHROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. ELECTRICAL MATERIALSSHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEARTHE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALLMEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION OVER THECONSTRUCTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH ALLCURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. ALLMATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR INTENDED USE ANDLOCATION.

8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNING STATE, COUNTY ANDCITY CODES AND OSHA, NFPA, NEC & ASHRAE REQUIREMENTS.

9. ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATEOF JOB ACCEPTANCE. ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTYDURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR.

10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE-STOPS WHEREPENETRATIONS ARE MADE THROUGH FIRE-RATED ASSEMBLIES. WATER-TIGHT USINGSILICONE SEALANT.

11. LOCATE ALL PENETRATIONS SUCH THAT ALL REINFORCEMENT CONTAINED WITHINTHE EXISTING BUILDING CONSTRUCTION REMAINS INTACT AND UNDISTURBED. SUBMITLOCATING METHOD TO PROJECT MANAGER FOR APPROVAL PRIOR TO EXECUTION.

12. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGSTO THE PROJECT MANAGER AT JOB COMPLETION. PROVIDE MAINTENANCE MANUALSFOR MECHANICAL EQUIPMENT. AFFIX MAINTENANCE LABELS TO MECHANICALEQUIPMENT.

13. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE 12 AWG.,UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THHW, RATED INACCORDANCE WITH NEC 110-14(C).

14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE ANINTERRUPTING RATING NOT LESS THE MAXIMUM INTERRUPTING CURRENT TO WHICHTHEY MAY BE SUBJECTED.

15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE WITHTHE NATIONAL ELECTRICAL CODE; ARTICLES 250 & 810 AND THE UTILITY COMPANYSTANDARDS.

16. CONDUIT: ALL ABOVE GRADE CONDUITS SHALL BE RIGID & LFMC TO 6' AS STATEDBELOW

A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3.

B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS.

C. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE U.L. LISTED AND SHALL BE USED AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE PERMITTED BY CODE. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN A FULL-SIZE GROUND CONDUCTOR.

D. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE PROJECT MANAGER PRIOR TO INSTALLING.

E. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND INSTALLATIONS. PROVIDE UV-RESISTANT CONDUIT WHERE EXPOSED TO THE ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS; EXCEPT WHERE PERMITTED BY CODE TO OMIT.

17. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVEDPHENOLIC PLASTIC NAMEPLATES. PPC, METER, DISCONNECT, RAC353, PBC05, AND HFJUNCTION BOX. BACKGROUND SHALL BE BLACK WITH WHITE LETTERS; EXCEPT ASREQUIRED BY CODE TO FOLLOW A DIFFERENT SCHEME.

18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OFPOTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO T-MOBILEPROJECT MANAGER. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IFTHE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE T-MOBILE PROJECT MANAGER FORFURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE.

19. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN ACOMPLETE AND UNDAMAGED CONDITION. LEGALLY DISPOSE OF ALL REMOVED, UNUSEDAND EXCESS MATERIAL GENERATED BY THE WORK OF THIS CONTRACT. DELIVERITEMS INDICATED ON THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAINSIGNED RECEIPT UPON DELIVERY.

20. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY ANDPERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTSSHALL BE PAID BY THE CONTRACTOR.

21. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN

ELECTRICAL NOTES

GIANT FOOD AND DRUG

55,330 SQ.FT.


WO

ODF

IELD

RO

AD

WASHING

TON G

ROVE LANE (RO

UTE 124)

EXISTING

PARKING AREA

EXISTING

PARKING AREA

S 80%%D 50' 09" E 39.75'

R=26

5.00'

A=268.37'

A-1

1

SITE

C.S.

M.M.

SITE PLAN

C-1



C-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

JURISDICTION:

USE:

TAX ACCOUNT NUMBER:

PARCEL OWNER:

ADDRESS:

MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"

\A1;%%P1

0'-0"

\A1;%

%P10'

-0"

1

A-2

EXISTING BRICK

PLANTERS, TYP.

FOR ANTENNAS AND EQUIPMENTINSIDE TOWER, SEE SHEETS S-1, S-2 AND S-3

EXISTING BUILDING

2

A-2

M.A.

M.M.

CLOCK TOWER PLAN

A-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

TRUE NORTHSCALE: 3/8"=1'-0"CLOCK TOWER PLAN

A-11

SCALE: 3/16" = 1'-0"NORTHEAST ELEVATION (FRONT)

A-21

ΩΗΗ

ΥΗ

ΗΗΗΗΩ

ΗΗΗ

ΩΗΩ

ΥΗΗΗΥΗΗ Υ

ΗΗΗΗ

\A1;%%p5

6'-0"

EXISTING PLANTERS, TYP.

EXISTING CLOCK TOWER

\A1;

±10'-

0"\A1;±6'-6

"

\A1;±7'-0"

\A1;

±23'-

6"

REF. EL. 0.0'

TOP OF EXISTING CLOCK TOWER

SUBWAY

EXISTING WIND TURBINEEXHAUST VENT ON TOWER

ROOF

LEVEL 2

LEVEL 3

WELLSFARGO

WELLSFARGO

\A1;5

0'-0"

TOP OF T-MOBILE ANTENNAS

C EXISTING T-MOBILE RFS ANTENNASL

\A1;51'-7"\A1;47'-5"

\A1;5

3'-0"

C PROPOSED T-MOBILE ANTENNAS


PROPOSED AND EXISTING T-MOBILE

ANTENNAS ON EXISTING SUPPORT

PIPE INSIDE CLOCK TOWER EXTENSION,SEE SHEETS S-1 AND S-2

\A1;6"

\A1;%

%p56

'-0"



REF. EL. 0.0'

\A1;5

0'-0"


SCALE: 3/16" = 1'-0"SOUTHWEST ELEVATION (REAR)

A-22

EXISTING WIND TURBINE EXHAUSTVENT ON TOWER ROOF

LEVEL 1

LEVEL 2

LEVEL 3


PROPOSED AND EXISTING T-MOBILEANTENNAS ON EXISTING SUPPORT


\A1;51'-7"\A1;47'-5"

\A1;5

3'-0"



\A1;6" C EXISTING T-MOBILE RFS ANTENNAS

M.A.

M.M.

NORTHEAST ANDSOUTHWESTELEVATIONS

A-2

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

V.P.

C.S.

RF SYSTEMSCHEDULE &

CABLING SCHEMATICDIAGRAM

S-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

EXISTING 6x12

6 AWG SHARED

HYBRID

(PROPOSED)

(1) EXISTING 6x12 6 AWG HYBRID CABLE TO REMAIN%%UTOTAL # OF CABLES:

(3) PROPOSED 6x12 6 AWG HYBRID CABLES

C-2

C-1

1

SECTOR ANTENNA MODEL TMA/RRU MODEL CABLE TYPE& LENGTH

ANTENNACENTERLINEE-TILTVENDOR AZIMUTH

7WAN281D - RF SYSTEM SCHEDULE (PROPOSED)

2

3

B-2

B-1

(EXISTING) TECHNOLOGYANTENNA

A-1

A-2

AIR6449 B41 ERICSSONL2500/N2500

L2500/N2500340%%D

47'-5"

51'-7"

A-3

B-3

C-3

L1900/G1900L1900/G1900L2100L2100

AIR32 KRD901146-1_B66A_B2A ERICSSON 340%%D

140%%D

140%%D

140%%D

2%%D

2%%D

2%%D

2%%D

2%%D

2%%D

%%P75' PROPOSED6X12 6AWG HYBRID

2%%D

2%%D

5%%D

5%%D

2%%D

2%%D

240%%D

240%%D

240%%D

5%%D

5%%D

5%%D

5%%D

2%%D

2%%D

2%%D

2%%D

2%%D

2%%D

340%%D(EXISTING) 50'-0"

L1900/U1900PROPOSED RADIO 4415 B25

EXISTING RADIO 4449 B71+B85RFSAPXVAARR18-43-U-NA20

L700/L600/N600L700/L600/N600

L1900/U1900%%P75' PROPOSED

6X12 6AWG HYBRID

L1900/U1900L700/L600/N600L700/L600/N600 APXVAARR18-43-U-NA20 RFS

L1900/U1900(EXISTING)

ERICSSONAIR32 KRD901146-1_B66A_B2AL2100L1900/G1900

L1900/G1900

L2500/N2500

L2500/N2500ERICSSONAIR6449 B41

(EXISTING)

(PROPOSED)

50'-0"

51'-7"

47'-5"




L1900/G1900

L2500/N2500


(EXISTING)

(PROPOSED)

50'-0"

51'-7"

47'-5"


EXISTING RADIO 4449 B71+B85

PROPOSED RADIO 4415 B25


EXISTING 6x12

6 AWG SHARED

HYBRID





EXISTING 6x12

6 AWG SHARED

HYBRID

\A1;%%P7'-6" \A1;%%P1'-3"\A1;%%P1'-3"

SECTOR 2AZ = 140%%D

SECTOR

3AZ =

240%%D

SECTOR 1AZ = 340%%D

EXISTING T-MOBILE

APXVAARR18 ANTENNA

TO REMAIN, TYP. OF 3

EXISTING T-MOBILE

AIR32 ANTENNA TO

BE MOVED DOWN

BY 3'-6", TYP. OF 3

SCALE: 3/4"=1'-0"EXISTING ANTENNA LAYOUT PLAN 1

S-2

TRUE NORTH

B-1

B-2

C-1

C-2

A-2

EXISTING T-MOBILE

RRU TO REMAIN

\A1;%%P4'-8"\A1;%%P6'-0"

A-1

\A1;%%

P7'-6"

\A1;%%

P1'-3"

\A1;%%P1'-3"

\A1;%%P4'-8"

\A1;%

%P

6'-0"

\A1;%%

P10"

B-1 BELOW

B-2 ABOVE

B-3

C-3

C-1 BELOW

C-2 ABOVE

A-3

SCALE: 3/4"=1'-0"PROPOSED ANTENNA LAYOUT PLAN 2

S-2

TRUE NORTH

PROPOSED T-MOBILE RADIO

4415 B25, TYP. 1 PER SECTOR.SEE 4/S-2 & NOTE 5 BELOW

SECTOR 2AZ = 140%%D

SECTOR

3AZ =

240%%D

EXISTING T-MOBILEAPXVAARR18 ANTENNA

AND RRU, TYP. OF 3

EXISTING T-MOBILE

AIR32 ANTENNA

RELOCATED DOWN ON

(E) PIPE, TYP. OF 3

%%UNOTES:

PROPOSED T-MOBILE

AIR6449 B41, SEESHEET S-1 & 3/S-2

1. LOCATIONS OF EXISTING ANTENNA SUPPORT PIPES SHALL BE VERIFIED IN FIELD.2. PIPES TO BE RELOCATED AS NEEDED TO FIT PROPOSED ANTENNAS.3. PROVIDE NEW PIPE TO PIPE CONNECTIORS AND NEW PIPES IF NEEDED.4. EXISTING T-MOBILE AIR32 ANTENNAS MOVED BELOW PROPOSED AIR6449, SEE SHEET A-2 FOR LOCATION.5. PROPOSED RRU SHALL B BOLTED TO (E) PIPE SUPPORTING (E) RRU. MOVE (E) RRU UP OR DOWN AS NEEDED TO FIT NEW RRU.

\A1;%%P7'-6" \A1;%%P1'-3"\A1;%%P1'-3"

\A1;%%P4'-8"\A1;%%P6'-0"

SECTOR 1AZ = 340%%D

\A1;%%

P7'-6"

\A1;%%

P1'-3"

\A1;%%P1'-3"

\A1;%%P4'-8"\A1;%%

P6'-0"

A-1 BELOW

A-2 ABOVE

\A1;%%

P1'-0"

RELOCATE ANTENNAPIPE 2" NORTHEAST

3

S-2SCALE: 1"= 1'-0"ERICSSON AIR6449 B41 ANTENNA

FRONT VIEW SIDE VIEW

TOP VIEW

%%uANTENNA MODEL:ERICSSON AIR6449 B41SIZE: 33.1" H x 20.6" W x 8.6" DWEIGHT: 104 LBS(W/O MOUNTING HARDWARE)\A1;20.6"\A1

;8.6"

\A1;33

.1"\A1;33.1"

\A1;20

.6" \A1;8.6"

SCALE: 1"=1'-0"RRUS 4415 B25 DETAIL

\A1;13.4"

\A1;16

.5"

\A1;13.4"\A1;5.9

"

\A1;5.9"

\A1;16

.5"


4

S-2

PLAN VIEW M.A.

M.M.

ANTENNA LAYOUTPLANS AND DETAILS

S-2

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

\A1;%%P10'-0"

\A1;%%P6'-0"

\A1;%

%P

6'-0

"

\A1;%%P6'-0"\A1;%

%P

10'-0

"

EXISTING A/CUNIT (ABOVE)

EXISTING LADDER

EXISTING RRU'S

EXISTING PPCCABINET

EXISTING T-MOBILE

6201 CABINET TO REMAIN

EXISTING COLUMN, TYP.

EXISTING RACK

TRUE NORTHSCALE: 3/4"=1'-0"EXISTING EQUIPMENT LAYOUT PLAN 1

S-3

EXISTING CABLE

LADDER (ABOVE)

EXISTING TOWER

EXISTING T-MOBILE

2206 CABINET TO

REMOVED

EXISTING T-MOBILE

6200 CABINET TOREMAIN

TRUE NORTHSCALE: 3/4"=1'-0"PROPOSED EQUIPMENT LAYOUT PLAN 2

S-3

\A1;%%P1

0'-0"

\A1;%%P6'-0"

\A1;%%

P6'-0"\A1;%%P6'-0"\A1

;%%P

10'-0"


EXISTING LADDER

EXISTING RRU'S

EXISTING PPC

CABINET

EXISTING T-MOBILE

6201 CABINET


EXISTING RACK

EXISTING CABLE

LADDER (ABOVE)

EXISTING TOWER

EXISTING T-MOBILE

6200 CABINET

(BELOW)

PROPOSED T-MOBILE

POWER 6230 MODULE,ON TOP OF (E) 6200CABINET, SEE 4/S-3

PROPOSED 19"EQUIPMENT RACK,SEE 3/S-3

\A1;7'

-0"

S-33

SCALE: 3/4"=1'-0"19" RACK DETAIL

PLAN VIEW

\A1;1'-

3"


\A1;1'-3"\A1;1'-7"\A1;1'-7"

\A1;1'-

2"

SCALE: 3/4"=1'-0"POWER 6230 MODULE 4

S-3

POWER 6230 MODULE\A1;1'-7"\A1;1'-7"

PLAN VIEW FRONT VIEW

\A1;1'-

4"

POWER 6230 MODULE

C.S.

M.M.

EQUIPMENT LAYOUTPLANS AND DETAILS

S-3

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

SCALE: N.T.S.

HYBRID GROUNDING KIT DETAILE-1

4

ALUMINUM OG

POWER CABLES

FIBER OPTIC CABLE

(PE/UV) EXTERNALJACKET

CUT THROUGH ANDREMOVE SECTION OF

PE/UV EXTERNAL JACKET

INSTALL FLANGED GROUND

KIT ON ALUMINUM OG

%%UNOTES%%U:

REMOVE INSULATION FROM

GROUND WIRE WHERE INCONTACT WITH CLAMPING FLANGES

CONNECT GROUNDWIRE TOGROUND BAR

FOLLOWING INSTALLATION OF GROUND KIT, WATERPROOF ASSEMBLYWITH WATERPROOFING KIT AND TAPE.

CLAMP #6 GROUND WIRE BETWEEN FLANGES AND FORM BONDWITH COMPRESSION HARDWARE PROVIDED WITH KIT.

2.

1.

%%UNOTES:

SCALE: N.T.S.

ANTENNA GROUNDING DIAGRAMALL GROUND WIRES SHALL BE 2 AWG GREEN-INSULATED UNLESS NOTED OTHERWISE.COMPRESSION FITTING CONNECTION

EXOTHERMIC WELD CONNECTION

PROPOSED GROUND WIRING

GROUNDING LEGEND

1.1

E-1

TWOONE THREE

EXISTING SECTORGROUND BAR

4449

B71

B85

4415

B25

PROPOSEDAIR6449

L250

0/N

2500

EXISTINGAPXV

L700

/L60

0/N

600

L190

0

EXISTINGAIR32

L210

0/L1

900

4449

B71

B85


4415

B25

L250

0/N25

00

EXISTINGAIR32

PROPOSEDAIR6449

EXISTINGAPXV

L700/L600/N600L1900 L2

100/L

1900 EXISTING

APXV

4415B25

4449

B71

B85

L700

/L60

0/N

600

L190

0


L210

0/L19

00

PROPOSEDAIR6449EXISTING

AIR32

L250

0/N

2500

STANDOFF INSULATORS

COPPER

GROUND BAR

LEGEND

STAINLESS STEELHARDWARE

E-1

3

1.

2.

3.

COPPER GROUND BAR, 1/4"X 4"X 20", HARGER CAT.NO. GBA 14220G7/16" DIAMETER HOLE CENTERS SPACED 1" APART.ANTENNA AND EQUIPMENT GROUND BARS SHALL BE HARGER CAT.NO. GBA14212G.

INSULATORS BETWEEN ANGLE ADAPTERS AND GROUND BAR

HARGER LIGHTNING PROTECTION: TELEPHONE 800-842-7434

SCALE: N.T.S.

GROUND BAR ISOMETRIC

STAINLESS STEELANGLE ADAPTERS

ALL GROUND WIRES SHALL BE 2 AWG GREEN-INSULATED UNLESS NOTED OTHERWISE.

NEW 25A 2 POLE BREAKER

FOR NEW 6320 RECTIFIERS

(TYP. OF 4)

EXISTING T-MOBILE

PPC

1.%%UNOTES:

SCALE: N.T.S.

ONE-LINE DIAGRAME-1

2

EXISTING GROUND BAR

EXISTING T-MOBILE

6201 CABINET

NEW T-MOBILE19" RACK

EXISTINGT-MOBILE6200 BATTERYCABINET

NEW 6230POWER PLANT

8-10 AWG+ 4-10 GNDIN 1"CONDUIT

"DO NOT DISCONNECT"TAGON ALL GROUND BARINTERCONNECTS

AND EQUALIZERS

1/8"

MIN.

S/S BOLTCLEAR HEAT SHRINK

ALL HARDWARE IS 18-8 STAINLESS STEEL INCLUDING BELLEVILLES.

ALL HARDWARE SHALL BE S/S 3/8-INCH DIAMETER OR LARGER.FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON-TOOTHWASHER BETWEEN LUG AND STEEL AND COAT ALL SURFACES WITH

ANTI-OXIDIZATION COMPOUND PRIOR TO MATING.3.

SCALE: TO SCALELUG DETAIL

%%ULUG NOTES:

2.

1.

5

E-1

S/S NUT

S/S BELLEVILLE WASHERS/S FLATWASHER

S/S FLAT WASHERCOPPER BUSS

DISCONNECTDO NOT

1"MIN.

HEAT SHRINK

(CLEAR)

LABEL

1/4"MIN.

N.B.

C.S.

ELECTRICAL &GROUNDING

DIAGRAMS, DETAILS& PANEL SCHEDULE

E-1

1.

%%UPANELBOARD NOTES%%U:

INSTALL 25A 2 POLE BREAKER IN AVAILABLE SPACE.

HAVING AN A.I.C. RATING NOT LESS THAN EXISTING BREAKERS IN PANEL

1153.770




1/20 1

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PHONE: (240) 264-8600





08-25-20 ZONINGB

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SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

TOTAL kVA: 18.84

VOLTAGE: 120/240 SINGLE PHASE 3 WIRE 200 AMP MAIN CIRCUIT BREAKER/150 AMP FEEDERB

K

R

%%UEXISTING T-MOBILE PANELBOARD

TOTAL %%C A

AMPS

6

8

4

10

12

2

82

11

9

75

1.5

5

3

1

TOTAL %%C B

C

K

T

C

K

T

%%

C

A

%%

C

B AMPS

B

K

R

20

22

23

16

18

14

24

13

19

17

15

21

13.5

13

PANELBOARD CAPACITY: %%u36 kVA%%u; PANELBOARD CONNECTED LOAD: %%U18.84 kVA18.84 kVA x 1.25 = %%u23.55 kVATHE CONNECTED LOAD DOES NOT EXCEED THE PANELBOARD'S CAPACITY.

15 EXISTING AC RECEPT.

20 EXISTING LIGHTS1.5

1

EXISTING AC RECEPT.20 1

22

14

14

12 25EXISTING PBC 6200

12

13

13

4

30

26

20 1 EXISTING SIGN14

EXISTING AC UNIT9

9

LOAD DESCRIPTIONLOAD DESCRIPTION

EXISTING SURGE 60

EXISTING PBC 6200 25

EXISTING CLOCK 20

20 1.5 EXISTING RECEPT.

10 EXISTING SPARE

20 1 EXISTING TIME CLOCK

17

22

NEW 6230 RECT #3 (NOTE 1)

NEW 6230 RECT #4 (NOTE 1)25

2513N

OT

E 3

25NEW 6230 RECT #2 (NOTE 1)13

13

25NEW 6230 RECT #1 (NOTE 1)13

13

13

REMOVE ALL UN-USED BREAKERS FROM PPC2.

3. REMOVE (4) EXISTING BREAKERS CONNECTED TO (4) TWIST-LOCKRECEPTACLES TO PROVIDE SPACE FOR NEW BREAKERS

UPDATE BREAKER LABEL4.

IF (8) REQUIRED EMPTY SPACES ARE NOT AVAILABLE AFTER NOTES 2 & 3ABOVE, CONTACT ENTREX FOR POSSIBLE POWER UPGRADE

5.

GIANT FOOD AND DRUG

55,330 SQ.FT.


WO

ODF

IELD

RO

AD

WASHING

TON G

ROVE LANE (RO

UTE 124)

EXISTING

PARKING AREA

EXISTING

PARKING AREA

S 80%%D 50' 09" E 39.75'

R=26

5.00'

A=268.37'

A-1

1

SITE

C.S.

M.M.

SITE PLAN

C-1



C-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

JURISDICTION:

USE:

TAX ACCOUNT NUMBER:

PARCEL OWNER:

ADDRESS:

MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"

521.0'

APPLICANT:

ARCHITECT/ENGINEER:

SCALE: 1" = 2,000'







PROJECT MANAGEMENT:


TRUE NORTH

MAGNETIC NORTH

- ANSI/TIA-222-G

- TIA 607




- ANSI/T 311








SCOPE OF WORK:



C.S.

M.M.

TITLE SHEET

T-1



USE:

TAX ACCOUNT NUMBER:


MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"



1153.770



CODE COMPLIANCE


APPROVAL BLOCK

SHEET INDEX

DATERF ENGINEER


1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:

TITLE:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:

PROJECT TEAM

ZONING DATE








SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

521.0'

App No: 2020091262

Application Type Minor Modification

Applicant Name SMARTLINK GROUP

Site Id 363

Address 18200 Flower Hill Way, Gaithersburg

City Gaithersburg

Zoning PNZ

Latitude 39.1548721

Longitude ‐77.165386

Ground Elevation 98

Site Owner PCO, LP

Structure Owner PCO LIMITED PARTNERSHIP

Carrier T‐Mobile

Structure Type Building

Solution Type Macro

Lease Status Leased

Carrier Site Name 7WAN231D

County Site Name Flower Hill SC

Existing Existing

Existing Structure Height 56

Justification of why this site was selected:

Site is an existing T‐Mobile telecommunications site

Will site be used to support government telecommunications facilities or other equipment for government use?

No

Gvt. Use Desc.

Updated 9/15/2020

Ann. Plan? Yes

Application Description

T‐Mobile proposes to conduct the following work at an existing telecommunications site: Install (3) new panel antennas; Install (3) new Radio 4415 B25; Install (1) proposed 19" equipment rack and (1) power module in an existing equipment room; Upgrade power to 200A

NearbySites (New, Replacement Apps Only):

Provide the proposed height of the replacement structure without any antenna (New, Replacement Apps Only)

Distance to Residential Property (New, Replacement, Colocation Only)

Distance to Commercial Property (New, Replacement, Colocation Only)

Does the structure require an antenna structure registration under FCC Title 47

No

Application General Infomation

Site Infomation


7:36:23 AM

App No: 2020091262

Screening considerations(New, Colocations, Replacement Apps Only):


7:36:23 AM

App No: 2020091262

Does this qualify as a 6409 application? (Minor Mod, Colocations Only) No

PROW? No

ROW width

Pole Number

For towers outside the public ROW will the proposed installation increase the height of the structure by: (1) more than 10% or (2) more than 20 feet, whichever is greater?

For towers outside the public ROW will the proposed installation increase the width by adding appurtenance to the body of the structure that would protrude from the edge of the structure by more than 20 feet?

Will the proposed installation increase the height of the structure by: (1) more than 10% or (2) more than 10 feet, whichever is greater?

Will the proposed installation increase the width by adding appurtenance to the body of the structure that would protrude from the edge of the structure by more than 6 feet?

More than four Equipment Cabinets? YN

Will the proposed installation require excavation or expansion outside the current boundaries of the site?

6409 Questions

Small Wireless Facility Questions Small Wireless Facility? No

Does the structure or current installation have concealment elements/measures?

No

If yes, describe how the proposed installation does not defeat the existing concealment.

Tribal Lands? No

Is the structure 10% taller than adjacent structures?

Please list adjacent structure heights

ROW owner

Cumulative volume of the proposed wireless equipment(s) exclusive of antennas in cubic feet

36

Cumulative volume of the proposed antenna antenna(s) exclusive of equipment

ROW Information

Small Wireless Facility Informatio


7:36:23 AM

App No: 2020091262

Antenna Compliance Yes

Compliance Desc

Antenna Location Yes

Antenna Loc. Desc.

Env. Assessment

Cat. Excluded? checked

Routine Env. Evaluation

Antenna Infomation

RAD Center 51.7

Antenna Model Ericsson AIR6449 B41

Frequency TX: 2496‐2690MHz RX: 2496‐2690MHz

Max ERP 300 Antenna Dimensions H: 33.1" W: 20.5" D: 8.3 Quantity 3


7:36:23 AM

GIANT FOOD AND DRUG

55,330 SQ.FT.


WO

ODF

IELD

RO

AD

WASHING

TON G

ROVE LANE (RO

UTE 124)

EXISTING

PARKING AREA

EXISTING

PARKING AREA

S 80%%D 50' 09" E 39.75'

R=26

5.00'

A=268.37'

A-1

1

SITE

C.S.

M.M.

SITE PLAN

C-1



C-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

JURISDICTION:

USE:

TAX ACCOUNT NUMBER:

PARCEL OWNER:

ADDRESS:

MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"

1Slide / 1

Radio Specs: AIR6488 vs. AIR6449

T-Mobile Confidential

AIR6488 B41 AIR6449 B41

Availability Q1 2019 June 2020

Antenna Branches 64T64R 64T64R

Antenna Elements 8 columns x 8 rows, subarray size 1x2, so in total 128 AE (or 64 X-pol)

8 columns x 8 rows, subarray size 1x3, so in total 192 AE (or 96 X-pol)

Operation band 2496 – 2690 MHz 2496 – 2690 MHz

IBW 100 MHz Full IBW (194 MHz)

Output Power 200W 300W

NR+LTE Support Split mode and Mixed mode (4Q19) Mixed modeDimensions (H x W x D)w/o protruding

884 x 520 x 183 mm34.8 x 20.5 x 7.2 inches

840 x 520 x 210mm33.1 x 20.5 x 8.3 inches

Weight 58 kg128 lbs

47 kg104 lbs

CPRI 3 x 10 Gbps eCPRI 4 x 25G eCPRI

Multi-layer MU MIMO DL/UL 16/8 DL/UL 16/8

Use a larger antenna envelope for entitlement so you can easily switch to the newer version

APPLICANT:

ARCHITECT/ENGINEER:

SCALE: 1" = 2,000'







PROJECT MANAGEMENT:


TRUE NORTH

MAGNETIC NORTH

- ANSI/TIA-222-G

- TIA 607




- ANSI/T 311








SCOPE OF WORK:



C.S.

M.M.

TITLE SHEET

T-1



USE:

TAX ACCOUNT NUMBER:


MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"



1153.770



CODE COMPLIANCE


APPROVAL BLOCK

SHEET INDEX

DATERF ENGINEER


1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:

TITLE:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:

PROJECT TEAM

ZONING DATE








SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

TMF

C.S.

GENERAL NOTES

N-1

1153.770




1/20 1

ENGINEER:

PROJECT NO:

DESIGNER:

SHEET NUMBER:



PHONE: (240) 264-8600





08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

1. THE STRUCTURAL STEEL CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING THE ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF CONCRETEAND BEARING PLATES, ALIGNMENT ETC. PRIOR OF STEEL ERECTION.

2. THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS SHALL GOVERN: A. AISC- "ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURALSTEEL BUILDINGS". B. AISC- "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES". C. AWS- "D1.1 STRUCTURAL WELDING CODE-STEEL".

3. MATERIAL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THEFOLLOWING ASTM SPECIFICATIONS

STRUCTURAL WIDE FLANGE & M SHAPES A992 OR A572, FY = 50KSI OTHER STRUCTURAL SHAPES AND PLATES A36, F = 36KSI STRUCTURAL TUBING A500, GRADE B, FY = 46KSI

HIGH STRENGTH BOLTS A325 THREADED RODS A354, GRANDE BC ANCHOR BOLTS A325 OR A354 BC PIPE (HANDRAIL) SCH 40 PIPE

4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70XXELECTRODES. UNLESS OTHERWISE NOTED PROVIDE CONTINUOUS MINIMUMSIZED FILLET WELDS PER AISC REQUIREMENTS.

5. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLESSHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCHCUTTING AT THE SITE IN NOT PERMITTED. ALL HOLES IN BEARING PLATESSHALL BE DRILLED.

6. ALL STEEL TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTMA123.

7. EPOXY ANCHORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

8. ALL BOLTS SHALL BE TIGHTENED USING TURN-OF-THE-NUT METHOD PERAISC SPECIFICATIONS USING STANDARD HOLES.

9. THE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELDMEASUREMENT. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTINGCONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TOORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION.

10. THE GENERAL CONTRACTOR AND HIS SUB CONSULTANTS SHALL BERESPONSIBLE FOR OBTAINING ALL BUILDING AND OR TRADE PERMITS ANDINSPECTIONS THAT MAY BE REQUIRED FOR THE WORK.

11. STRUCTURAL THREADED FASTENERS FOR STEEL ANTENNA MOUNTINGASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. STRUCTURALFASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTMA325. STRUCTURAL FASTENERS SHALL BE 5/8" DIAMETER BEARING TYPECONNECTIONS WITH THE THREADS EXCLUDED FROM THE SHEAR PLANE FORANGLES. STRUCTURAL FASTENERS SHALL BE 3/4" DIAMETER BEARING TYPECONNECTIONS WITH THE THREADS EXCLUDED FROM THE SHEAR PLANE FORALL OTHER STRUCTURAL SHAPES. ALL EXPOSED STRUCTURAL FASTENERS,NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED UNLESS OTHERWISENOTED.

12. EXPANSION ANCHORS INSTALLED IN CONCRETE SHALL BE HILTI STAINLESSSTEEL ANCHORS AS SPECIFIED ON THE PLANS. THE EXPANSIONS ANCHORSSHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSDIRECTIONS.

13. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTORSHALL SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANYDISCREPANCY BEFORE STARTING CONSTRUCTION.

14. ROOF PROTECTION PADS UNDER THE CABLE BRIDGE SLEEPERS AND ROOFPAVERS SHALL BE 0.30" THICK RUBBER FIRESTONE PROTECTION PADS. THEROOF PROTECTION PADS SHALL EXTEND A MINIMUM OF 2" BEYOND THEPERIMETER OF THE OF THE SLEEPERS. PROVIDE A 28 LB FELT SEPARATORSHEET 2" LARGER THAN THE ROOF PROTECTION PAD DIRECTLY ON THE ROOF.REMOVE ALL LOOSE STONES PRIOR TO PLACING THE SEPARATOR SHEET.ROOF PROTECTION PADS SHALL NOT BE PLACED WITH IN 6" OF AN ADJACENTPAD OR OTHER ROOF OBSTRUCTION TO FACILITATE DRAINAGE.

15. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE BUILDINGOWNER'S ROOF CONTRACTOR WHO WILL COMPLETE ALL WORK ASSOCIATEDWITH THE ROOF. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROMTHE BUILDING OWNER'S ROOF CONTRACTOR BEFORE INSTALLATION OF ANYROOF MOUNTED EQUIPMENT.

16. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED INACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALLHAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi (U.O.N).CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL, UNLESSOTHERWISE NOTED. MINIMUM CONCRETE COVER FOR REINFORCING STEELSHALL BE 3 INCHES UNLESS OTHERWISE NOTED.

17. CONCRETE SHALL BE 4 TO 6% AIR ENTRAINED.

18. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60.DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC SHALL CONFORM TOASTM A185.

19. FENCED AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLELOOSE OR SOFT SOIL, ORGANIC MATERIAL OR RUBBLE, TO FIRM SUBGRADE.FILL UNDER CUT AND COMPACT UP TO 6" BELOW FINISH GRADE. PLACE AMIRAFI 500X SOIL STABILIZATION FABRIC ON SUBGRADE. FILL WITH 6" OFAASHTO 57 STONE TO FINISH GRADE.

20. WHERE FILL IS REQUIRED, FILL IN LAYERS WHICH DO NOT EXCEED 8"BEFORE COMPACTION. SPREAD LAYER UNIFORMLY AND EVENLY. BLADE MIXEACH LAYER TO ENSURE MATERIAL UNIFORMITY. FILL MATERIAL SHALL NOTCONTAIN MATERIAL MORE THAN 3" IN DIAMETER. COMPACT EACH LAYER NOTLESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557MODIFIED PROCTOR TEST OR (ASTM D698 STANDARD PROCTOR TEST). USEFILL MATERIAL WITH MOISTURE CONTENT AS REQUIRED TO ATTAIN THE

STRUCUTRAL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODESORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIESCOMPANY OR OTHER PUBLIC AUTHORITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ANDINSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY ORMUNICIPAL AUTHORITIES.

3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, INWRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THESUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS ORERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROMRESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTINGSITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THECONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OFCONSTRUCTION OF THIS FACILITY.

5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALLMATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.

6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING ABID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCEWITH THE CONTRACT DOCUMENTS.

7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RFENGINEERING PRIOR TO INSTALLATION.

8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEETANSI/EIA/TIA 222-G REQUIREMENTS.

9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.

10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIESPRIOR TO EXCAVATING.

11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THEPROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT& THE OWNER'S REPRESENTATIVE.

12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BYTECHNICIANS APPROXIMATELY 2 TIMES PER MONTH.

13. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS,AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATEBOUNDARY SURVEY.

14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.

15. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE INSTORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES AREPROPOSED.

16. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THISFACILITY.

17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION(NO HANDICAP ACCESS REQUIRED).

18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER ORSANITARY SERVICE.

19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER

GENERAL NOTES1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.

2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR INTENDED USE.

3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE.

4. GROUNDING CONNECTIONS TO GROUND RODS, GROUND RING WIRE, TOWER BASE AND FENCE POSTS SHALL BEEXOTHERMIC ("CADWELDS") UNLESS NOTES OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRESARE CADWELDED TO GALVANIZED SURFACE, SPRAY CADWELD WITH GALVANIZING PAINT.

5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO HOLE BRASS MECHANICAL CONNECTORS WITHSTAINLESS STEEL HARDWARE (INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL. AFTER MECHANICALCONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING.

6. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS.

7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITHA MINIMUM 12" RADIUS.

8. INSTALL 2 AWG GREEN-INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND 2 BARE TINNED COPPER WIREFOR BELOW GRADE GROUNDING UNLESS OTHERWISE NOTED.

9. REFER TO GROUNDING PLAN FOR GROUND BAR LOCATIONS. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE("CADWELDS") TO ANTENNA MOUNTS AND GROUND RING. REMAINING GROUNDING CONNECTIONS SHALL BECOMPRESSION FITTINGS. CONNECTION TO GROUND BARS SHALL BE MADE WITH TWO-HOLE LUGS.

10. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS POSITION ACCRUING TO GROUNDINGPLAN. THE GROUND RODS SHALL BE 5/8"x8'-0" COPPER CLAD STEEL INTERCONNECTED WITH 2 BARE TINNED COPPERWIRE BURIED 30" BELOW GRADE. BURY GROUND RODS A MAXIMUM OF 15' APART, AND A MINIMUM OF 8' APART.

11. IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN OBLIQUE ANGLE NOT TO EXCEED 45°.

12. EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICO PRODUCTS BULLETIN A-AT.

13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING GROUND RING SYSTEM SHALL BE DOCUMENTEDWITH PHOTOGRAPHS PRIOR TO BACKFILLING SITE. PROVIDE PHOTOS TO THE T-MOBILE CONSTRUCTION MANAGER.

14. GROUND RING & CONNECTIONS TO IT SHALL BE 2 AWG SOLID BARE TINNED COPPER WIRE. EQUIPMENT GROUNDCONNECTIONS TO MGB SHALL BE 2 AWG STRANDED TO WIRE.

15. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF JET LUBE INC.). PRIORTO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR EQUAL.

16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVEOHMS TO GROUND BY MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE WITNESSED BY A T-MOBILEREPRESENTATIVE, AND RECORDED ON THE "GROUND RESISTANCE TEST" FORM.

17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO GROUND RING,INSTALL WIRE IN 3/4" PVC SLEEVE, FROM 1' BELOW GRADE AND SEAL TOP WITH SILICON MATERIAL.

18. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWNTO SHINY METAL. FOLLOWING CONNECTIONS, APPLY APPROPRIATE ANTI-OXIDIZATION PAINT.

19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC, GENERATOR, ETC.) IS LOCATED WITHIN 6 FEET OF METALFENCING, THE GROUND RING SHALL BE BONDED TO THE NEAREST FENCE POST USING (3) RUNS OF 2 BARE TINNEDCOPPER WIRE.

20. TOWER BASE BUSS BAR REQUIRES (2) SOLID LEADS CADWELD TO THE BUSS BAR.

21. MAIN EQUIPMENT BUSS BAR REQUIRES (2) SOLID LEADS CADWELD TO IT AND TO THE GROUND RING.

22. ALL SOLID LEADS TERMINATED TO EITHER A BUSS BAR OR EQUIPMENT SHALL BE PROTECTED WITH CARFLEX.

GROUNDING NOTES

1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITECONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.

2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, ANDEXAMINATION WORK PRIOR TO ORDERING OF ANY EQUIPMENT AND THE ACTUALCONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TOTHE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT ANDDISCREPANCIES.

3. VERIFY HEIGHT WITH PROJECT MANAGER PRIOR TO INSTALLATION.

4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE.

5. CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHERSCHEDULING AND PROVISIONALLY CIRCUMSTANCES SURROUNDING THE PROJECT.

6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENTINSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION ETC., FOR COMPLETE ANDFUNCTIONALLY OPERATING SYSTEMS ENERGIZED AND READY FOR USE THROUGHOUTAS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.

7. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND IN PERCENT CONDITION WHENINSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURERTHROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. ELECTRICAL MATERIALSSHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEARTHE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALLMEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION OVER THECONSTRUCTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH ALLCURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. ALLMATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR INTENDED USE ANDLOCATION.

8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNING STATE, COUNTY ANDCITY CODES AND OSHA, NFPA, NEC & ASHRAE REQUIREMENTS.

9. ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATEOF JOB ACCEPTANCE. ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTYDURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR.

10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE-STOPS WHEREPENETRATIONS ARE MADE THROUGH FIRE-RATED ASSEMBLIES. WATER-TIGHT USINGSILICONE SEALANT.

11. LOCATE ALL PENETRATIONS SUCH THAT ALL REINFORCEMENT CONTAINED WITHINTHE EXISTING BUILDING CONSTRUCTION REMAINS INTACT AND UNDISTURBED. SUBMITLOCATING METHOD TO PROJECT MANAGER FOR APPROVAL PRIOR TO EXECUTION.

12. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGSTO THE PROJECT MANAGER AT JOB COMPLETION. PROVIDE MAINTENANCE MANUALSFOR MECHANICAL EQUIPMENT. AFFIX MAINTENANCE LABELS TO MECHANICALEQUIPMENT.

13. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE 12 AWG.,UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THHW, RATED INACCORDANCE WITH NEC 110-14(C).

14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE ANINTERRUPTING RATING NOT LESS THE MAXIMUM INTERRUPTING CURRENT TO WHICHTHEY MAY BE SUBJECTED.

15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE WITHTHE NATIONAL ELECTRICAL CODE; ARTICLES 250 & 810 AND THE UTILITY COMPANYSTANDARDS.

16. CONDUIT: ALL ABOVE GRADE CONDUITS SHALL BE RIGID & LFMC TO 6' AS STATEDBELOW

A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3.

B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS.

C. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE U.L. LISTED AND SHALL BE USED AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE PERMITTED BY CODE. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN A FULL-SIZE GROUND CONDUCTOR.

D. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE PROJECT MANAGER PRIOR TO INSTALLING.

E. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND INSTALLATIONS. PROVIDE UV-RESISTANT CONDUIT WHERE EXPOSED TO THE ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS; EXCEPT WHERE PERMITTED BY CODE TO OMIT.

17. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVEDPHENOLIC PLASTIC NAMEPLATES. PPC, METER, DISCONNECT, RAC353, PBC05, AND HFJUNCTION BOX. BACKGROUND SHALL BE BLACK WITH WHITE LETTERS; EXCEPT ASREQUIRED BY CODE TO FOLLOW A DIFFERENT SCHEME.

18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OFPOTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO T-MOBILEPROJECT MANAGER. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IFTHE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE T-MOBILE PROJECT MANAGER FORFURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE.

19. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN ACOMPLETE AND UNDAMAGED CONDITION. LEGALLY DISPOSE OF ALL REMOVED, UNUSEDAND EXCESS MATERIAL GENERATED BY THE WORK OF THIS CONTRACT. DELIVERITEMS INDICATED ON THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAINSIGNED RECEIPT UPON DELIVERY.

20. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY ANDPERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTSSHALL BE PAID BY THE CONTRACTOR.

21. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN

ELECTRICAL NOTES

GIANT FOOD AND DRUG

55,330 SQ.FT.


WO

ODF

IELD

RO

AD

WASHING

TON G

ROVE LANE (RO

UTE 124)

EXISTING

PARKING AREA

EXISTING

PARKING AREA

S 80%%D 50' 09" E 39.75'

R=26

5.00'

A=268.37'

A-1

1

SITE

C.S.

M.M.

SITE PLAN

C-1



C-1

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SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

JURISDICTION:

USE:

TAX ACCOUNT NUMBER:

PARCEL OWNER:

ADDRESS:

MAP/ GRID/ PARCEL:

STRUCTURE TYPE:

GROUND ELEVATION:

LATITUDE:

LONGITUDE:

MONTGOMERY COUNTY

COMMERCIAL

09-02645791


GT23 /0000 /0000

ROOFTOP

±98.0' AMSL

N 39° 9' 17.6"

W 77° 9' 55.1"

\A1;%%P1

0'-0"

\A1;%

%P10'

-0"

1

A-2

EXISTING BRICK

PLANTERS, TYP.

FOR ANTENNAS AND EQUIPMENTINSIDE TOWER, SEE SHEETS S-1, S-2 AND S-3

EXISTING BUILDING

2

A-2

M.A.

M.M.

CLOCK TOWER PLAN

A-1

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SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

TRUE NORTHSCALE: 3/8"=1'-0"CLOCK TOWER PLAN

A-11

SCALE: 3/16" = 1'-0"NORTHEAST ELEVATION (FRONT)

A-21

ΩΗΗ

ΥΗ

ΗΗΗΗΩ

ΗΗΗ

ΩΗΩ

ΥΗΗΗΥΗΗ Υ

ΗΗΗΗ

\A1;%%p5

6'-0"



\A1;

±10'-

0"\A1;±6'-6

"

\A1;±7'-0"

\A1;

±23'-

6"

REF. EL. 0.0'


SUBWAY

EXISTING WIND TURBINEEXHAUST VENT ON TOWER

ROOF

LEVEL 2

LEVEL 3

WELLSFARGO

WELLSFARGO

\A1;5

0'-0"


C EXISTING T-MOBILE RFS ANTENNASL

\A1;51'-7"\A1;47'-5"

\A1;5

3'-0"



PROPOSED AND EXISTING T-MOBILE

ANTENNAS ON EXISTING SUPPORT


\A1;6"

\A1;%

%p56

'-0"



REF. EL. 0.0'

\A1;5

0'-0"


SCALE: 3/16" = 1'-0"SOUTHWEST ELEVATION (REAR)

A-22

EXISTING WIND TURBINE EXHAUSTVENT ON TOWER ROOF

LEVEL 1

LEVEL 2

LEVEL 3


PROPOSED AND EXISTING T-MOBILEANTENNAS ON EXISTING SUPPORT


\A1;51'-7"\A1;47'-5"

\A1;5

3'-0"



\A1;6" C EXISTING T-MOBILE RFS ANTENNAS

M.A.

M.M.

NORTHEAST ANDSOUTHWESTELEVATIONS

A-2

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V.P.

C.S.

RF SYSTEMSCHEDULE &

CABLING SCHEMATICDIAGRAM

S-1

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SUITE 350


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EXISTING 6x12

6 AWG SHARED

HYBRID

(PROPOSED)

(1) EXISTING 6x12 6 AWG HYBRID CABLE TO REMAIN%%UTOTAL # OF CABLES:

(3) PROPOSED 6x12 6 AWG HYBRID CABLES

C-2

C-1

1

SECTOR ANTENNA MODEL TMA/RRU MODEL CABLE TYPE& LENGTH

ANTENNACENTERLINEE-TILTVENDOR AZIMUTH

7WAN281D - RF SYSTEM SCHEDULE (PROPOSED)

2

3

B-2

B-1

(EXISTING) TECHNOLOGYANTENNA

A-1

A-2

AIR6449 B41 ERICSSONL2500/N2500

L2500/N2500340%%D

47'-5"

51'-7"

A-3

B-3

C-3

L1900/G1900L1900/G1900L2100L2100

AIR32 KRD901146-1_B66A_B2A ERICSSON 340%%D

140%%D

140%%D

140%%D

2%%D

2%%D

2%%D

2%%D

2%%D

2%%D


2%%D

2%%D

5%%D

5%%D

2%%D

2%%D

240%%D

240%%D

240%%D

5%%D

5%%D

5%%D

5%%D

2%%D

2%%D

2%%D

2%%D

2%%D

2%%D

340%%D(EXISTING) 50'-0"

L1900/U1900PROPOSED RADIO 4415 B25

EXISTING RADIO 4449 B71+B85RFSAPXVAARR18-43-U-NA20

L700/L600/N600L700/L600/N600

L1900/U1900%%P75' PROPOSED

6X12 6AWG HYBRID




L1900/G1900

L2500/N2500


(EXISTING)

(PROPOSED)

50'-0"

51'-7"

47'-5"




L1900/G1900

L2500/N2500


(EXISTING)

(PROPOSED)

50'-0"

51'-7"

47'-5"





EXISTING 6x12

6 AWG SHARED

HYBRID





EXISTING 6x12

6 AWG SHARED

HYBRID

\A1;%%P7'-6" \A1;%%P1'-3"\A1;%%P1'-3"

SECTOR 2AZ = 140%%D

SECTOR

3AZ =

240%%D

SECTOR 1AZ = 340%%D

EXISTING T-MOBILE

APXVAARR18 ANTENNA

TO REMAIN, TYP. OF 3

EXISTING T-MOBILE

AIR32 ANTENNA TO

BE MOVED DOWN

BY 3'-6", TYP. OF 3

SCALE: 3/4"=1'-0"EXISTING ANTENNA LAYOUT PLAN 1

S-2

TRUE NORTH

B-1

B-2

C-1

C-2

A-2

EXISTING T-MOBILE

RRU TO REMAIN

\A1;%%P4'-8"\A1;%%P6'-0"

A-1

\A1;%%

P7'-6"

\A1;%%

P1'-3"

\A1;%%P1'-3"

\A1;%%P4'-8"

\A1;%

%P

6'-0"

\A1;%%

P10"

B-1 BELOW

B-2 ABOVE

B-3

C-3

C-1 BELOW

C-2 ABOVE

A-3

SCALE: 3/4"=1'-0"PROPOSED ANTENNA LAYOUT PLAN 2

S-2

TRUE NORTH

PROPOSED T-MOBILE RADIO

4415 B25, TYP. 1 PER SECTOR.SEE 4/S-2 & NOTE 5 BELOW

SECTOR 2AZ = 140%%D

SECTOR

3AZ =

240%%D

EXISTING T-MOBILEAPXVAARR18 ANTENNA

AND RRU, TYP. OF 3

EXISTING T-MOBILE

AIR32 ANTENNA

RELOCATED DOWN ON

(E) PIPE, TYP. OF 3

%%UNOTES:

PROPOSED T-MOBILE

AIR6449 B41, SEESHEET S-1 & 3/S-2

1. LOCATIONS OF EXISTING ANTENNA SUPPORT PIPES SHALL BE VERIFIED IN FIELD.2. PIPES TO BE RELOCATED AS NEEDED TO FIT PROPOSED ANTENNAS.3. PROVIDE NEW PIPE TO PIPE CONNECTIORS AND NEW PIPES IF NEEDED.4. EXISTING T-MOBILE AIR32 ANTENNAS MOVED BELOW PROPOSED AIR6449, SEE SHEET A-2 FOR LOCATION.5. PROPOSED RRU SHALL B BOLTED TO (E) PIPE SUPPORTING (E) RRU. MOVE (E) RRU UP OR DOWN AS NEEDED TO FIT NEW RRU.

\A1;%%P7'-6" \A1;%%P1'-3"\A1;%%P1'-3"

\A1;%%P4'-8"\A1;%%P6'-0"

SECTOR 1AZ = 340%%D

\A1;%%

P7'-6"

\A1;%%

P1'-3"

\A1;%%P1'-3"

\A1;%%P4'-8"\A1;%%

P6'-0"

A-1 BELOW

A-2 ABOVE

\A1;%%

P1'-0"

RELOCATE ANTENNAPIPE 2" NORTHEAST

3

S-2SCALE: 1"= 1'-0"ERICSSON AIR6449 B41 ANTENNA


TOP VIEW

%%uANTENNA MODEL:ERICSSON AIR6449 B41SIZE: 33.1" H x 20.6" W x 8.6" DWEIGHT: 104 LBS(W/O MOUNTING HARDWARE)\A1;20.6"\A1

;8.6"

\A1;33

.1"\A1;33.1"

\A1;20

.6" \A1;8.6"

SCALE: 1"=1'-0"RRUS 4415 B25 DETAIL

\A1;13.4"

\A1;16

.5"

\A1;13.4"\A1;5.9

"

\A1;5.9"

\A1;16

.5"


4

S-2

PLAN VIEW M.A.

M.M.

ANTENNA LAYOUTPLANS AND DETAILS

S-2

1153.770




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08-25-20 ZONINGB

SUBMITTALS


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SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

\A1;%%P10'-0"

\A1;%%P6'-0"

\A1;%

%P

6'-0

"

\A1;%%P6'-0"\A1;%

%P

10'-0

"


EXISTING LADDER

EXISTING RRU'S

EXISTING PPCCABINET

EXISTING T-MOBILE

6201 CABINET TO REMAIN


EXISTING RACK

TRUE NORTHSCALE: 3/4"=1'-0"EXISTING EQUIPMENT LAYOUT PLAN 1

S-3

EXISTING CABLE

LADDER (ABOVE)

EXISTING TOWER

EXISTING T-MOBILE

2206 CABINET TO

REMOVED

EXISTING T-MOBILE

6200 CABINET TOREMAIN

TRUE NORTHSCALE: 3/4"=1'-0"PROPOSED EQUIPMENT LAYOUT PLAN 2

S-3

\A1;%%P1

0'-0"

\A1;%%P6'-0"

\A1;%%

P6'-0"\A1;%%P6'-0"\A1

;%%P

10'-0"


EXISTING LADDER

EXISTING RRU'S

EXISTING PPC

CABINET

EXISTING T-MOBILE

6201 CABINET


EXISTING RACK

EXISTING CABLE

LADDER (ABOVE)

EXISTING TOWER

EXISTING T-MOBILE

6200 CABINET

(BELOW)

PROPOSED T-MOBILE

POWER 6230 MODULE,ON TOP OF (E) 6200CABINET, SEE 4/S-3

PROPOSED 19"EQUIPMENT RACK,SEE 3/S-3

\A1;7'

-0"

S-33

SCALE: 3/4"=1'-0"19" RACK DETAIL

PLAN VIEW

\A1;1'-

3"


\A1;1'-3"\A1;1'-7"\A1;1'-7"

\A1;1'-

2"

SCALE: 3/4"=1'-0"POWER 6230 MODULE 4

S-3

POWER 6230 MODULE\A1;1'-7"\A1;1'-7"

PLAN VIEW FRONT VIEW

\A1;1'-

4"

POWER 6230 MODULE

C.S.

M.M.

EQUIPMENT LAYOUTPLANS AND DETAILS

S-3

1153.770




1/20 1

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08-25-20 ZONINGB

SUBMITTALS


SEAL:



SUITE 350


FAX: (410) 221-2962PHONE: (410) 582-8043

SCALE: N.T.S.

HYBRID GROUNDING KIT DETAILE-1

4

ALUMINUM OG

POWER CABLES

FIBER OPTIC CABLE

(PE/UV) EXTERNALJACKET

CUT THROUGH ANDREMOVE SECTION OF

PE/UV EXTERNAL JACKET

INSTALL FLANGED GROUND

KIT ON ALUMINUM OG

%%UNOTES%%U:

REMOVE INSULATION FROM

GROUND WIRE WHERE INCONTACT WITH CLAMPING FLANGES

CONNECT GROUNDWIRE TOGROUND BAR

FOLLOWING INSTALLATION OF GROUND KIT, WATERPROOF ASSEMBLYWITH WATERPROOFING KIT AND TAPE.

CLAMP #6 GROUND WIRE BETWEEN FLANGES AND FORM BONDWITH COMPRESSION HARDWARE PROVIDED WITH KIT.

2.

1.

%%UNOTES:

SCALE: N.T.S.

ANTENNA GROUNDING DIAGRAMALL GROUND WIRES SHALL BE 2 AWG GREEN-INSULATED UNLESS NOTED OTHERWISE.COMPRESSION FITTING CONNECTION

EXOTHERMIC WELD CONNECTION

PROPOSED GROUND WIRING

GROUNDING LEGEND

1.1

E-1

TWOONE THREE


4449

B71

B85

4415

B25

PROPOSEDAIR6449

L250

0/N

2500

EXISTINGAPXV

L700

/L60

0/N

600

L190

0

EXISTINGAIR32

L210

0/L1

900

4449

B71

B85


4415

B25

L250

0/N25

00

EXISTINGAIR32

PROPOSEDAIR6449

EXISTINGAPXV

L700/L600/N600L1900 L2

100/L

1900 EXISTING

APXV

4415B25

4449

B71

B85

L700

/L60

0/N

600

L190

0


L210

0/L19

00

PROPOSEDAIR6449EXISTING

AIR32

L250

0/N

2500

STANDOFF INSULATORS

COPPER

GROUND BAR

LEGEND

STAINLESS STEELHARDWARE

E-1

3

1.

2.

3.

COPPER GROUND BAR, 1/4"X 4"X 20", HARGER CAT.NO. GBA 14220G7/16" DIAMETER HOLE CENTERS SPACED 1" APART.ANTENNA AND EQUIPMENT GROUND BARS SHALL BE HARGER CAT.NO. GBA14212G.

INSULATORS BETWEEN ANGLE ADAPTERS AND GROUND BAR

HARGER LIGHTNING PROTECTION: TELEPHONE 800-842-7434

SCALE: N.T.S.

GROUND BAR ISOMETRIC

STAINLESS STEELANGLE ADAPTERS

ALL GROUND WIRES SHALL BE 2 AWG GREEN-INSULATED UNLESS NOTED OTHERWISE.

NEW 25A 2 POLE BREAKER

FOR NEW 6320 RECTIFIERS

(TYP. OF 4)

EXISTING T-MOBILE

PPC

1.%%UNOTES:

SCALE: N.T.S.

ONE-LINE DIAGRAME-1

2

EXISTING GROUND BAR

EXISTING T-MOBILE

6201 CABINET

NEW T-MOBILE19" RACK

EXISTINGT-MOBILE6200 BATTERYCABINET

NEW 6230POWER PLANT

8-10 AWG+ 4-10 GNDIN 1"CONDUIT

"DO NOT DISCONNECT"TAGON ALL GROUND BARINTERCONNECTS

AND EQUALIZERS

1/8"

MIN.

S/S BOLTCLEAR HEAT SHRINK

ALL HARDWARE IS 18-8 STAINLESS STEEL INCLUDING BELLEVILLES.

ALL HARDWARE SHALL BE S/S 3/8-INCH DIAMETER OR LARGER.FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON-TOOTHWASHER BETWEEN LUG AND STEEL AND COAT ALL SURFACES WITH

ANTI-OXIDIZATION COMPOUND PRIOR TO MATING.3.

SCALE: TO SCALELUG DETAIL

%%ULUG NOTES:

2.

1.

5

E-1

S/S NUT

S/S BELLEVILLE WASHERS/S FLATWASHER

S/S FLAT WASHERCOPPER BUSS

DISCONNECTDO NOT

1"MIN.

HEAT SHRINK

(CLEAR)

LABEL

1/4"MIN.

N.B.

C.S.

ELECTRICAL &GROUNDING

DIAGRAMS, DETAILS& PANEL SCHEDULE

E-1

1.

%%UPANELBOARD NOTES%%U:

INSTALL 25A 2 POLE BREAKER IN AVAILABLE SPACE.

HAVING AN A.I.C. RATING NOT LESS THAN EXISTING BREAKERS IN PANEL

1153.770




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FAX: (410) 221-2962PHONE: (410) 582-8043

TOTAL kVA: 18.84

VOLTAGE: 120/240 SINGLE PHASE 3 WIRE 200 AMP MAIN CIRCUIT BREAKER/150 AMP FEEDERB

K

R

%%UEXISTING T-MOBILE PANELBOARD

TOTAL %%C A

AMPS

6

8

4

10

12

2

82

11

9

75

1.5

5

3

1

TOTAL %%C B

C

K

T

C

K

T

%%

C

A

%%

C

B AMPS

B

K

R

20

22

23

16

18

14

24

13

19

17

15

21

13.5

13

PANELBOARD CAPACITY: %%u36 kVA%%u; PANELBOARD CONNECTED LOAD: %%U18.84 kVA18.84 kVA x 1.25 = %%u23.55 kVATHE CONNECTED LOAD DOES NOT EXCEED THE PANELBOARD'S CAPACITY.

15 EXISTING AC RECEPT.

20 EXISTING LIGHTS1.5

1

EXISTING AC RECEPT.20 1

22

14

14

12 25EXISTING PBC 6200

12

13

13

4

30

26

20 1 EXISTING SIGN14

EXISTING AC UNIT9

9

LOAD DESCRIPTIONLOAD DESCRIPTION

EXISTING SURGE 60

EXISTING PBC 6200 25

EXISTING CLOCK 20

20 1.5 EXISTING RECEPT.

10 EXISTING SPARE

20 1 EXISTING TIME CLOCK

17

22

NEW 6230 RECT #3 (NOTE 1)

NEW 6230 RECT #4 (NOTE 1)25

2513N

OT

E 3

25NEW 6230 RECT #2 (NOTE 1)13

13

25NEW 6230 RECT #1 (NOTE 1)13

13

13

REMOVE ALL UN-USED BREAKERS FROM PPC2.

3. REMOVE (4) EXISTING BREAKERS CONNECTED TO (4) TWIST-LOCKRECEPTACLES TO PROVIDE SPACE FOR NEW BREAKERS

UPDATE BREAKER LABEL4.

IF (8) REQUIRED EMPTY SPACES ARE NOT AVAILABLE AFTER NOTES 2 & 3ABOVE, CONTACT ENTREX FOR POSSIBLE POWER UPGRADE

5.

App No: 2020091262 - Amazon AWS

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Transcript of App No: 2020091262 - Amazon AWS