HomeMy WebLinkAboutSE202000027 Plan - Approved 2021-04-21Doc"Sig. Envelope ID: EBE4ll41-C22B.42DF-A957564715FBCCBF
AT&T
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
AT&T SITE NUMBER:
AT&T SITE NAME:
AT&T FA CODE:
CV385
TOMLIN
10068605
BUSINESS UNIT #:
SITE ADDRESS:
COUNTY:
842588
1052 GO FARM LANE
CHARLOTTESVILLE,vA22903
ALBEMARLE
CROWN
CC CASTLE
3530 TORINGDON WAY, SUITE 300
AT&T PACE NUMBER:
MRVWN003799
SITE TYPE:
MONOPOLE
CHARLOTTE, NC 28277
AT&T PROJECT:
LTE 3C
TOWER HEIGHT:
105'-01,
SITE INFORMATION
CROWN CASTLE USA INC.
TOMLIN
SITE NAME:
SITE ADDRESS:
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, VA 22903
COUNTY:
ALBEMARLE
MAP/PARCEL #:
07500-00-00-00900
AREA OF CONSTRUCTION:
EXISTING
LATITUDE:
38° 00' 31.40"
LONGITUDE:
-78° 34' 19.70"
LAT/LONG TYPE:
NAD83
GROUND ELEVATION:
674 FT.
CURRENT ZONING:
RURAL AREAS
JURISDICTION:
ALBEMARLE COUNTY
OCCUPANCY CLASSIFICATION:
U
TYPE OF CONSTRUCTION:
IIB
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION
PROPERTY OWNER:
TOMLIN, CHARLOTTE D
1651 ARROWHEAD VALLEY RD
CHARLOTTESVILLE, VA 22903
TOWER OWNER:
CCATTLLC
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
CARRIER/APPLICANT:
AT&T TOWER ASSET GROUP
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
ELECTRIC PROVIDER:
DOMINION POWER
(866) 366-4357
TELCO PROVIDER:
CENTURY LINK
(800) 244-1111
PROJECT TEAM
A&E FIRM: CROWN CASTLE USA INC.
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
CROW NAE.APPROVAL@CRO WNCASTLE. COM
CROWN CASTLE 3530 TORINGDON WAY, SUITE 300
USA INC. DISTRICT CHARLOTTE, NC 28277
CONTACTS:
TARA BREWER - PROJECT MANAGER
(804) 523-8302
DAVID GREGG - CONSTRUCTION MANAGER
(540) 798-6970
NOTE:
PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE
CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER.
L
DRAWING INDEX
SHEET #
SHEET DESCRIPTION
T-1
TITLE SHEET
T-2
GENERAL NOTES
C-1.1
SITE PLAN
C-1.2
EXISTING & FINAL EQUIPMENT PLANS
C-2
FINAL ELEVATION & ANTENNA PLANS
C-3
FINAL EQUIPMENT SCHEDULE
C-4
EQUIPMENT SPECS
E-1
POWER ANALYSIS
G-1
GROUNDING SCHEMATIC
G-2
GROUNDING DETAILS
ATTACHED
PLUMBING DIAGRAM
ATTACHED
UP CONVERTER TAG SHEETS
ATTACHED
MOUNT SPECIFICATIONS
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR
FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND
EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE
AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN
WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE RESPONSIBLE FOR SAME.
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LOCATION MAP
38.00872,
-79.572136
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NO SCALE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO
THE EXISTING ELIGIBLE WIRELESS FACILITY.
TOWER SCOPE OF WORK:
• REMOVE (3) CCI ANTENNAS - TPA-65R-LCUUUU-H6-K ANTENNAS
• REMOVE (3) PIPE MOUNTS
• RELOCATE (6) COMMSCOPE - E15ZO1P39 TMAs
• INSTALL (3) KENWOOD - Z2058KT8-9114-M CUSTOM T-ARM MOUNTS
• INSTALL (6) COMMSCOPE - NNH4-65B-R6N17 ANTENNAS
• INSTALL (3) ERICSSON - 4478 B14 RRUs
• INSTALL (1) RAYCAP - DC9-48-60-24-EC-EV SQUID
• INSTALL (1) #8AWG DC CABLE (3/4")
• INSTALL (1) 24 PAIR FIBER CABLE (3/8'�
GROUND SCOPE OF WORK:
• POWER ANALYSIS FAILED
• INSTALL (3) EMERSON -48V RECTIFIERS IN EXISTING 512 POWER PLANT
• INSTALL (3) 40 AMP DC BREAKERS FOR PROPOSED 4449 RRU's
• INSTALL (3) 30 AMP DC BREAKERS FOR PROPOSED 4426 RRU's
• INSTALL (3) VERTIV UP CONVERTERS FOR PROPOSED 4478 RRU's
• INSTALL (4) 170 AMP BATTERIES IN EXISTING BATTERY CABINET
• INSTALL (1) 6630 IN EXISTING FLEX 16
• REMOVE (3) RRUS11 B12 FROM OUTDOOR H FRAME
• INSTALL (3) 4449 B5/1312 ON OUTDOOR H FRAME
• INSTALL (3) 4426 ON OUTDOOR H FRAME
NOTE:
THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CHANGES IS TO BE PERFORMED BY OTHERS
AND IS SHOWN HERE FOR REFERENCE PURPOSES ONLY. AT&T IS SOLELY RESPONSIBLE FOR THE
ELECTRICAL POWER DESIGN.
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APPLICABLE CODES/REFERENCE DOCUMENTS
ALL WORK SHALL BE PERFORMED AND MATERIALS 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 THESE CODES:
CODE TYPE CODE
BUILDING 2015 VA CONSTRUCTION CODE/2015 IBC W/ VA AMENDMENTS
MECHANICAL 2015 VA CONSTRUCTION CODE/2015 IMC W/ VA AMENDMENTS
ELECTRICAL 2015 VA CONSTRUCTION CODE/2014 NEC W/ VA AMENDMENTS
REFERENCE DOCUMENTS:
STRUCTURAL ANALYSIS:
CROWN CASTLE
DATED:
JUNE 17, 2020
MOUNT REPLACEMENT ANALYSIS:
ENGINEERED TOWER SOLUTIONS, PLLC
DATED:
JUNE 11, 2020
AC ELECTRICAL POWER DESIGN:
BY OTHERS
DATED:
RFDS REVISION:
0.1
DATED:
05/12/2020
ORDER ID:
517627
REVISION:
1
C INSTALLER NOTE:
NEW EQUIPMENT TO BE PAINTED WITH RE
3 TRANSPARENT, UM RESISTANT, OUTDOOR
RATED PAINT TO MATCH EXISTING.
INSTALLER NOTE:
NO PROPOSED LOADING TO BE ADDED
UNTIL MOUNT SWAP IS COMPLETE.
CONTRACTOR TO INSTALL MOUNT PER
MANUFACTURER'S SPECIFICATIONS.
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE
ISSUED FOR:
RBA'
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
I
07/07/20
AK
CONSTRUCTION
MAM
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAAI
LTH OF
11AGEDBABDEL-NESSIH v
Uc. No. 49004
121 15: 57:3 T
SSIO ALA
Ce C-1, USA Inc. COA #407005050
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
REVISION:
T-1
3
D... Sig. Envelope ID: EBE4ll41-C22B.42DF-A957564715FBCCBF
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
GENERALNOTES:
ELECTRICAL INSTALLATION NOTES:
1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE
TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE
SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE
USA INC- CONSTRUCTION MANAGER.
2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE
CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT
REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR
FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE
STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF
THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH
MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS
INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT
AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB
MAINTENANCE AND CONTRACTOR NOTICE TICKET.
3, PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED.
THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE,
ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL
REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL
REQUIREMENTS.
4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING
PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET
ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE
INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL
RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC.
STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR
CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322
(LATEST EDITION).
5. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION
ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE" AND LATEST VERSION OF ANSI/TIA-1019-A-2012
"STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND
ANTENNAS."
6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR
SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO
PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION.
7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
CODES, REGULATIONS AND ORDINANCES. 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 THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH
ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,
ORDINANCES AND APPLICABLE REGULATIONS.
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9, THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE
WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. 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 WILL INCLUDE BUT NOT BE LIMITED TO A) FALL
PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E)
CONSTRUCTION SAFETY PROCEDURES.
11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT
SPECIFICATIONS, LATEST APPROVED REVISION.
12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT
THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
13. ALL EXSTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL
OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES.
14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR
SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF
EQUIPMENT, ROOMS, AND SHELTERS.
15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT
AND TOWER AREAS.
16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED
SURFACE APPLICATION.
17. THE AREAS OF THE OWNERS 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 AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS.
18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES
FOR EROSION AND SEDIMENT CONTROL.
19. 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 OWNER.
20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL
CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE
RETURNED TO THE OWNER'S DESIGNATED LOCATION.
21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED
FROM SITE ON A DAILY BASIS.
22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW
OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT
GREENFIELD GROUNDING NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER: AT&T
TOWER OWNER: CROWN CASTLE USA INC.
2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY
EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS
ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE
WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN
ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR
MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF
CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR
PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED
TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE
INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY.
4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT,
AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS,
GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER
CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD.
5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO
ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE
CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS.
IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE
ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE.
6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE
EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION
DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES. 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 THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING
WITH ANY SUCH CHANGE OF INSTALLATION.
11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR
POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN
DRAWINGS.
12, 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 CROWN CASTLE USA INC.
13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND
OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
14, CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON
A DAILY BASIS.
CONCRETE FOUNDATIONS AND REINFORCING STEEL:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND
THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED
TO BE 1000 psf.
3_ ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED
OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS
APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF
PLACEMENT.
4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES, AMOUNT OF AIR
ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE)- CEMENT USED TO BE
TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO -CEMENT RATIO (W/O) OF 0.45.
5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM
A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE
STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE
AS FOLLOWS:
#4 BARS AND SMALLER 40 ksi
#5 BARS AND LARGER 60 ksi
6. THE FOLLOWING MINIMUM. CONCRETE COVER. SHALL. BE. PROVIDED FOR. REINFORCING. STEEL UNLESS SHOWN OTHERWISE
ON DRAWINGS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 BARS AND LARGER 2"
#5 BARS AND SMALLER 1-1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLAB AND WALLS 3/4"
BEAMS AND COLUMNS 1-1/2"
7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED
OTHERWISE, IN ACCORDANCE. WITH. ACI 301. SECTION 4.2.4..
1, ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
ACCORDANCE WITH THE NEC.
2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND
ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS_
3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE
TESTING RESULTS.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT
CLAMPS
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED
WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED
COPPER FOR OUTDOOR BTS.
7, CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED.
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
9, ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS.
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR.
15, APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
18, BOND ALL METALLIC OBJECTS WITHIN 6 It OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR.
19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR SUCH AS METALLIC CONDUITS
METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE
USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION
POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO
THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS,
LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE
FEDERAL, STATE, AND LOCAL CODES/ORDINANCES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED
AND TRIP HAZARDS ARE ELIMINATED.
i WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
44.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO
REQUIREMENT OF THE NATIONAL ELECTRICAL CODE.
4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT
CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES
NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT
ADOPTED CODE PRE THE GOVERNING JURISDICTION.
5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE
LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV
PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA.
6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE
CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i_e- PANEL BOARD AND
CIRCUIT ID'S)-
7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS.
8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER)
WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH
TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
11, POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS
OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH
TYPE THHW, THWN, THWN 2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
13, ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND
BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE
AND NEC.
15- ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR
EXPOSED INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE
GRADE PVC CONDUIT.
18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION
OCCURS OR FLEXIBILITY IS NEEDED.
19, CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET
SCREW FITTINGS ARE NOT ACCEPTABLE.
20, CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, ILL, ANSI/IEEE AND
THE NEC.
21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS
(WIREMOLD SPECMATE WIREWAY).
22, SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL).
23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE
DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE
LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES
IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN
A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT
SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO
PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED
MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET
STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR
BETTER) FOR EXTERIOR LOCATIONS.
25, METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR
EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED
(WP OR BETTER) FOR EXTERIOR LOCATIONS.
26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED
NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS.
27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC.
BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE
WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "AT&T".
30, ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
CONDUCTOR COLOR CODE
SYSTEM
CONDUCTOR
COLOR
120/24OV, 10
A PHASE
BLACK
B PHASE
RED
NEUTRAL
WHITE
GROUND
GREEN
120/208V, 30
A PHASE
BLACK
B PHASE
RED
C PHASE
BLUE
NEUTRAL
WHITE
GROUND
GREEN
277/48OV, 30
A PHASE
BROWN
B PHASE
ORANGE OR PURPLE
C PHASE
YELLOW
NEUTRAL
GREY
GROUND
GREEN
DC VOLTAGE
POS (+)
RED"
DES (-)
BLACK**
* SEE NEC 210.5(C)(1) AND (2)
** POLARITY MARKED AT TERMINATION
ABBREVIATIONS:
ANT ANTENNA
(E) EXISTING
FIE FACILITY INTERFACE FRAME
GEN GENERATOR
CPS GLOBAL POSITIONING SYSTEM
GSM GLOBAL SYSTEM FOR MOBILE
LTE LONG TERM EVOLUTION
MG MASTER GROUND BAR
MW MICROWAVE
(N) NEW
NEC NATIONAL ELECTRIC CODE
(P) PROPOSED
PP POWER PLANT
QTY QUANTITY
RECT RECTIFIER
RBS RADIO BASE STATION
PET REMOTE ELECTRIC TILT
REDS RADIO FREQUENCY DATA SHEET
RRH REMOTE RADIO HEAD
PRO REMOTE RADIO UNIT
BAD SMART INTEGRATED DEVICE
TMA TOWER MOUNTED AMPLIFIER
TYP TYPICAL
UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM
W.P. WORK POINT
APWA UNIFORM COLOR CODE:
WHITE PROPOSED EXCAVATION
® TEMPORARY SURVEY MARKINGS
®ELECTRIC POWER LINES, CABLES,
CONDUIT, AND LIGHTING CABLES
YELLOW GAS, OIL, STEAM, PETROLEUM, OR
GASEOUS MATERIALS
COMMUNICATION, ALARM OR SIGNAL LINES,
CABLES, OR CONDUIT AND TRAFFIC LOOPS
® POTABLE WATER
RECLAIMED WATER, IRRIGATION, AND
SLURRY LINES
® SEWERS AND DRAIN LINES
AT&T
/
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE I
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AK
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MANI
3
12/02/20
CV
CONSTRUCTION
MAM
� �py H OF`iQ
,� Qls�(rMLSAF�y
MAGED ABDEL-MESSIH v
Uc. No. 49004
-o �2-
POF
12/2 .J.O $Z. ST
Crown Castle USIA Inc. COA #407005050
IT IS A VIOLATION OF LAW FOR ANY PERSON I
LTiLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
\ TO ALTER THIS DOCC,1IENT.
I
SHEET NUMBER: REVISION:
T-2 3
� J
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
X + T
T
X T T
T
T
+1
I X T
(E) AT&T ICE BRIDGE
T
X
X
(E) RETAINING WALL
SITE PLAN T
SCALE: 3/4"=1'-0" (FULL SIZE)
1' 6" 0 1' 3/e"=1'-0" (11x17) 1 V
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AK
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAM
EpLTH OF
11,�
�dAQ� Mutisil(Gy
�ZMAGED ABDEL—NESSIH v
Uc. No. 49004
-off �Q-
12/2 5:57:32
S�0 ALA
Clow Casa, USA Inc. COA #407005050
TT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
REVISION:
C-1.1
3
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
(E) AT&T GPS
C ANTENNA (TYP)
+ AT&T
(E) AT&T FEEDLINES TO REMAIN
(E) 105'-0" MONOPOLE + + (1) COAX CABLE (3/8")
(12) COAX CABLES (7/8")
T (E) AT&T TRIPLEXER
+ + + COMMSCOPE — CBC71921—DF-2X A57TLA OROSG03DRIVE
3243 00
+ (6 TOTAL)
(E) AT&T ICE BRIDLE + + + + + + + (E) AT&T RRH TO BE REMOVED
ERICSSON — RRUS 11
±6'-0+ + + + + + (3 TOTAL)
+ + ;2'_oT&12._Q., CROWN
+ 0 + + + + AREA CC CASTLE
+ + +
(E) AT&T ICE BRIDGE + + + (E) AT&T FLEX 16 3530 TORINGDON WAY, SUITE 300
±6'—O" + + CABINET + _U \ CHARLOTTE, NC 28277
(E) AT&T RRH (E) AT&T FIBER
+ ERICSSON — RRUS 32 32 + \ SLACK BOX
(3 TOTAL)
/ + + + SLACK &BOX OWER
(E) AT&T / +
EMERSON (E) AT&T DC12
BATTERY �/ ` (E) AT&T TELCO
CABINET r JUNCTONFIBEBOX +
I',
+ + +
(E) AT&T DC POWER + AT&T SITE NUMBER: CV385
JUNCTION BOX (E) AT&T ICE BRIDGE
(E) AT&T 1
EMERSON 512 (E) AT&T BU #: 842588
PP UTILITY FRAME
(E) AT&T ICE BRIDGE TOMLIN
/ (E) AT&T STACKED
PURCELL CABINETS 1052 GOODWIN FARM LANE
8E) AT&T
1 '-O" CHARLOTTESVILLE, VA 22903
EQUIPMENT PAD
EXISTING 105'-0" MONOPOLE
EXISTING EQUIPMENT PLAN
SCALE: 1/2"=1'—D" (FULL SIZE) K
1/4"=1'—D'• (11x17) IV
GROUND SCOPE OF WORK: I
•POWER ANALYSIS FAILED
-INS ILL (3) EMERSON —48V RECTIFIERS IN
(E) GPS EXISTING POWER PLANT ISSUED FOR:
ANTENNANNA (TYP) -INSTALL (3) 3) 40 AMP DC BREAKERS FOR
-PROPOSED
(3)4449AMPUDC BREAKERS FOR REV DATE DRWN DESCRIPTION DES./Q
INSTAL(E) AT&T FEEDLINES PROPOSED 4426 RRU'S 0 07/01/20 NH CONSTRUCTION MAM
(E) 105•-0" MONOPOLE + + (1) COAX CABLE (3/8") /F -INSTALL (3) VERTIV UP CONVERTERS FOR 1 07/07/20 AK CONSTRUCTION MAM
(12) COAX CABLES (7/8") \ PROPOSED 4478 RRU'S
T (E) AT&T TRIPLEXER -INSTALL (4) 170 AMP BATTERIES IN EXISTING 2 09/08/20 AK CONSTRUCTION MAM
COMMSCOPE — CBC71921—DF-2X BATTERY CABINET 3 12/02/20 CV CONSTRUCTION MAhI
+ + + (6 TOTAL) •INSTALL (1) 6630 IN EXISTING FLEX 16
+ + + + + + REMOVE (3) RRUS11 B12 FROM OUTDOOR H
(E) AT&T ICE BRIDGE + (N) AT&T RRH FRAME
ERICSSON — RRUS 4426 B66 -INSTALL (3) 4449 B5/B12 ON OUTDOOR IT FRAME
+ + + + + (3 TOTAL) -INSTALL (3) 4426 ON OUTDOOR H FRAME
TI
(N) AT&T FEEDLINE + 12—O"x12'-0„ �EpLTNOF`/
(1) 24 PAIR FIBER CABLE (3/6') + 0 + + + + + AREA Q(+pu�A1.tiAy
+ + + NOTE
+ ESSIH
:
(E) AT&T ICE BRIDGE (E) AT&T FLEX 16 (N) AT&T RRH THE POWER DESIGN FOR ANY AC ELECTRICAL POWER MAUc. No. 90A.49004
v
CABINET + ERICSSON — RRUS 4449 B6/B12 CHANGES IS TO BE PERFORMED BY OTHERS AND IS Li
/ (3 TOTAL) SHOWN HERE FOR REFERENCE PURPOSES ONLY.
/ \ \ + AT&T IS SOLELY RESPONSIBLE FOR THE ELECTRICAL
(N) AT&T EQUIPMENT: + (E) AT&T RRH (E) AT&T FIBER POWER DESIGN. 12/ S%NAL E57
(1) 6630 + ERICSSON — RRUS 32 B2 + + SLACK BOX
(3 TOTAL) +
(E) AT&T POWER Cr— Castle USA Inc. COA #407005050
SLACK BOX
E) AT&T /
(E) AT&T DC12
EMERSON
(N) AT&T EQUIPMENT: BATTERY (E) AT&T TFIBER
BER/
(4) 170AH BATTERIES CABINET \ JUNCTI&ON BOX +
(E) AT&T DC POWER +
(N) AT&T FEEDLINE JUNCTION BOX (E) AT&T ICE BRIDGE
(1) #6AWG DC CABLE (3/4") (E) AT&T
EMERSON 512 (E) AT&T
PP UTILITY FRAME
(E) AT&T ICE BRIDGE
(N) AT&T EQUIPMENT: / ±9'-0"
(4) —48VDC RECTIFIERS
(3) 40A BREAKERS / (E) AT&T STACKED
PURCELL CABINETS
(3) 30A BREAKERS (E) AT&T N _A7ION OF I AW FOR ANY PERSON,
LESS TH YIT IS IARE ACTING UNDER THE DIRECTION
(3) VERTN UP CONVERTERS OF A LICENSED PROFESSIONAL ENGINEER,
EQUIPMENT PAD TO ALTER THIS DOCUMENT.
FINAL EQUIPMENT PLAN T SHEET NUMBER: REVISION:
SCALE: 1/4"—l'—D(FULL SIZE) N C-1.2 3
2' 1' 0 2' 1/4"=U' D" (FULL)
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
STRUCTURE W/ APPURTENANCE
ELEV. = 107'-0"
IP OF ANTENNA
T
ELEV. = 105'-0"
HEIGHT OF STRUCTURE
ELEV. = 105'-0"
ACROSS FLATS (1"-6
ELEV. = 101'-0"
/ 1� FINAL ELEVATION
SCALE: NOT TO SCALE
EXISTING AT&T ACL/MCL h
ELEV. = 1or-Q"
(N) AT&T EQUIPMENT
(6) ANTENNAS
(3) RRUs
(1) SQUID
(3) T—ARM MOUNTS
(1) 2-1/2" SCH. 40 x 6'-0" LONG
GALV. PIPE W/ CROSSOVER HARDWARE
(E) 105'-0" MONOPOLE
(E) AT&T FEEDLINES
(1) COAX CABLE (3/8")
(12) COAX CABLES (7/8")
(ROUTED PER STRUCTURAL ANALYSIS)
(N) AT&T FEEDLINES
(1) #8AWG DC CABLES (3/47
(1) 24 PAIR FIBER CABLE (3/87
(ROUTED PER STRUCTURAL ANALYSIS)
(GAMMA)
330' AZIMUTH
(E) AT&T ANTENNA TO BE REMOVED C1
CCI ANTENNAS — TPA-65R—LCUUUU—H6—K
(3 TOTAL, 1 PER SECTOR) (E) PIPE MOUNT TO BE REMOVED
(3 TOTAL)
(E) 105'-0" MONOPOLE
(E) AT&T TMA TO BE RELOCATED
(6 TOTAL,
— E15Z01OR) T
(6 TOTAL, 2 PER SECTOR) -
.. - Al (ALPHA)
110' AZIMUTH
B1
(BETA)
215' AZIMUTH
T
/-- EXISTING ANTENNA PLAN
SCALE:
/z"=r-o' (FULL Slze)
2' 1' 0
2' 1/4"=1'-0" (11x17)
N
(GAMMA)
330' AZIMUTH
(N) AT&T 2-1/2" SCH. 40 x 6' 0"
LONG GALV. PIPE W, CROSSOVER
HARDWARE
(1 TOTAL)
A
C3
ERI AT&T RRH
S B14
,T�
SECTOR)
(3 TOTAL, 1 PER SECTOR)
(3 OSON 1 PER
(N) AT&T SQUID
RAYCAP —
DC9-48-60-24-8C—EV
(1 TOTAL)
(N) AT&T ANTENNA
COMMSCOPE — NNH4-65B—R6N17
(6 TOTAL, 2 PER SECTOR)
33
(BETA)
215' AZIMUTH
C1 (N) AT&T CUSTOM T—ARM MOUNT
KEIN ODD — Z2058KT8-9114—M
(3 TOTAL, 1 PER SECTOR)
J-
`�, (E) AT&T TMA RELOCATION
.x COMMSCOPE — El5Z01P39
(6 TOTAL, 2 PER SECTOR)
B1
A3
Al
(ALPHA)
110' AZIMUTH
FINAL ANTENNA PLAN
3 SCALE: 1/2-1 —0- (FULL SIZE)
21' 0 2' 1/4"=V-0" (llxl7) (t
"LOOK UP" — CROWN CASTLE USA INC.
SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL
COMPONENTS OF THE CLIMBING FACILITY SHALL BE
CONSIDERED DURING ALL STAGES OF DESIGN,
INSTALLATION, AND INSPECTION. TOWER MODIFICATION,
MOUNT REINFORCEMENTS, AND/OR EQUIPMENT
INSTALLATIONS SHALL NOT COMPROMISE THE
INTEGRITY OR FUNCTIONAL USE OF THE SAFETY
CLIMB OR ANY COMPONENTS OF THE CLIMBING
FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE,
BUT NOT BE LIMITED TO: PINCHING OF THE WIRE
ROPE, BENDING OF THE WIRE ROPE FROM ITS
SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY
TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL
WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY
WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY
COMPROMISED SAFETY CLIMB, INCLUDING EXISTING
CONDITIONS MUST BE TAGGED OUT AND REPORTED
TO YOUR CROWN CASTLE USA INC. POC OR CALL
THE NOC TO GENERATE A SAFETY CLIMB
MAINTENANCE AND CONTRACTOR NOTICE TICKET.
INSTALLER NOTES:
1. REFERENCE C-3 FOR FINAL EQUIPMENT
SCHEDULE.
2. REFERENCE C-4 FOR NEW EQUIPMENT
SPECIFICATIONS.
3. CONTRACTOR TO VERIFY ALL ANTENNA TIP
HEIGHTS DO NOT EXCEED BEACON BASE HEIGHT.
4. 3'-0" MINIMUM DISTANCE REQUIRED BETWEEN
LTE ANTENNAS ON SAME SECTOR.
5. 6"-0" MINIMUM DISTANCE REQUIRED BETWEEN
700BC & 700DE ANTENNAS ON SAME SECTOR.
6. 4'-0" MINIMUM DISTANCE REQUIRED BETWEEN
LTE 7 C 0
ANTENNAS ON OPPOSING SECTORS.
7, ALL ANTENNA MEASUREMENT DISTANCES MUST BE
EDGE TO EDGE (RELOCATE ANTENNAS AS
NEEDED).
8. 8" MINIMUM DISTANCE REQUIRED BETWEEN
ANTENNA & RADIO. SEE GENERIC EXAMPLE
DETAIL ON SHEET C-4.
9. NO PROPOSED LOADING TO BE ADDED UNTIL
MOUNT SWAP IS COMPLETE, CONTRACTOR TO
10. NEW EQUIPMENT TO BE PAINTED WITH RF
TRANSPARENT, UV RESISTANT, OUTDOOR RATED
PAINT TO MATCH EXISTING.
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE I
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AN
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAhI
��pLT H OFG,�p
d. Qbdcl�Mt,ssili.�'y
c-) MAGED ABDEL-MESSIH v
Jc. No. 49004
-o �2-
0
12/2 5,.47L;�1 5T
C o C-1, USA1—COA #407005050
TT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUNIENT.
SHEET NUMBER: REVISION:
C-2 3
J
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
FINAL EQUIPMENT SCHEDULE
(VERIFY WITH CURRENT REDS)
ALPHA
ANTENNA
RADIO
DIPLEXER
TMA
SURGE PROTECTION
CABLES
POSITION
TECH.
STATUS/MANUFACTURER MODEL
AZIMUTH
RAD
OTY.
STATUS/MODEL
LOCATION
QTY.
STATUS
LOCATION
QTY.
STATUS
QTY.
STATUS/MODEL
OTY.
STATUS/TYPE
SIZE
LENGTH
CENTER
LTE 700
1
(N) RRUS 4449 B5/B12
GROUND
4
(E) COAX
1-5/8"
151'-0"
Al
UMTS 1900
LTE AWS
(N) COMMSCOPE
110'
101'-0"
2
(E)
GROUND
2
(E) E15Z01F39
-
-
1
(E) RRUS 32 32
GROUND
1
(E) COAX
3/8'"
5G AWS
NNH4-65B-R
1
(N) RRUS 4428 666
GROUND
LTE 1900
A2-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
(N) #8AWG DC
3/4"
151'-0"
A3
LTE 700
(N) COMMSCOPE
110,
101'-0"
1
(N) RRUS 4478 B14
TOWER
-
-
1
(N)
(N) 24 PAIR
NNH4-65B-R6NI7
DC9-48-60-24-8C-EV
1
FIBER
3/8"
151'-0"
BETA
LTE 700
1
(N) RRUS 4449 B5/B12
GROUND
81
UMTS 1900
LTE AWS
COPE (N) COMMSCOPE
215'
101'-0"
2
(E)
GROUND
2
(E) E15Z01F '
-
-
4
1
(E) RRUS 32 32
GROUND
5G AWS
NNH4-65BCOPE
1
(N) RRUS 4426 B66
GROUND
LTE 1900
B2-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
83
LTE 700
(N) COMMSCOPE
215'
101'-0"
1
(N) RRUS 4478 B14
TOWER
NNH4-65B-R6N17
GAMMA
LTE 700
1
(N) RRUS 4449 B5/B12
GROUND
Cl
LTE 1900
(N) COMMSCOPE
330'
101'-0"
2
(E)
GROUND
2
(E) E15Z01P39
-
-
4
(E) COAX
7/8"
151'-0"
1
(E) RRUS 32 B2
GROUND
LTE AWS
NNH4-65B-R6N17
1
(N) RRUS 4426 666
GROUND
5G AWS
02
-
-
-
C3
LTE 700
(N) COMMSCOPE
330'
101'-0"
1
(N) RRUS 4478 B14
TOWER
-
-
-
-
NNH4-658-R6N17
NOTE.
(E) - EXISTING
0
(E) UNUSED
-
-
(N) - NEW
TAT FINAL EQUIPMENT SCHEDULE
I SCALE: NOT TQ SCALE
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE I
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AK
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAAI
�EpLTH OF
d. Abdc(�M1ssi��y
IIAGED ABDEL-MESSIH v
Uc. No. 49004
.off �Q-
O �
1 Q/ 1 55 EST
C o C-1, USA Inc. COA #407005050
TT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCU2N1ENT.
SHEET NUMBER: REVISION:
C-3 3
J
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
ET
\NUFACTURER'S SPECIFICATIONS)
UMPER CONNECTION (TYP)
IN MIN BEND RADIUS PER
ACTURER'S SPECIFICATIONS
NEW RRH TO BE INSTALLED BEHIND ANTENNA (TYP)
REFER TO RF SHEET FOR QUANTITY & LOCATION
NEW JUMPER FROM RAYCAP
MAINTAIN MIN BEND RADIUS PER
MANUFACTURER'S SPECIFICATIONS
TAT GENERIC ANTENNA MOUNTING ELEVATION
SCALE: NOT TO SCALE
Elm
1 � will
• CD OoO 'o,'o QFI l
ERICSSON - RRUS 4426 B66
WEIGHT: 60.0 LBS
SIZE (HxWx D): 14.9x 13.2x5.8 IN.
�ERICSSON — RRUS 4426 B66
SCALE: NOT TO SCALE
COMMSCOPE - NNH4-65B-R6N17
WEIGHT (FULLY EQUIPPED): 82.0 LBS
SIZE (HxWxD): 72.0a19.6x7.8 IN.
CONNECTOR TYPE: 4.3-10 FEMALE (12 TOTAL PORTS)
/'— COMMSCOPE — NNH4-65B—R6N17
SCALE: NOT TO SCALE
WE Mm
I Itill
O°°O
m� ° °y
TI
ERICSSON - RRUS 4478 B14
WEIGHT: 60.0 LBS
SIZE (HxWxD): 15.0x13.0x8.0 IN.
r�LE: NOT� ERICSSON — RRUS 4478 B14
� SCATO SCALE
Ill llt li�riiri 1,
.I
I■ � ■Il
r00
l���il�� I III III I I �j��j�i��a1
,,.• IV lil
ERICSSON - RRUS 4449 B5/B12
WEIGHT: 70.0 LBS
SIZE (HxWxD): 18.Ox 13.2x9.4 IN.
(ERICSSON — RRUS 4449 B5/B12
SCALE: NOT TO SCALE
RAYCAP - DC9-48-60-24-8C-EV
WEIGHT (WITHOUT MOUNTING HARDWARE): 16.0 LBS
SIZE (HxWxD): 31.4x10.24x 18.28 IN.
r,--�RAYCAP — DC9-48-60-24-8C—EV
SCALE: NOT TO SCALE
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE I
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AK
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAAI
pLT H O,F`/
d Qbdaa,—Mtssi���'y
MAGED ABDEL—MESSIH v
Jc. No. 49004
12/ 5: 57: ST
/ONAL
Crow Casa, USA 1— COA #407005050
TT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCU2N1ENT.
SHEET NUMBER: REVISION:
C-4- 3
J
D... Sig. Envelope ID: EBE4ll41-C22B.42DF-A957564715FBCCBF
('GENERIC"+24V or-48 VDC PLANT CAN DES E-ECT ED FOR ANY MAN UFACTURER'S ❑C PLANT)
Emerson STD 48VD C O utdom HetSure 512 Syst ern 525A H E Q .15917
48V PRIMARY DC PLANT SPE gFIED -
(DC PLANT CONFIGURATION CAN BE RENEVVE1) ON DC PLANT WOR4t5HEET
STEP2B:
STEP 3: DO YOU WANT TO CONFIGURE A STANDARD STAND-AL0 HE DC CONVERTER SYSTEM? I H
NOTE: IF YOU SELECT "Y' ANY INTEGRATED DC PLANT CONVERTER OF TIONSVNLL BE BWASSED
AH /A
STEP4: ENTER INDOOR SITE BUILDIHGrSHE LTER DATA:
(Square footage used for interior AC lighting LOAD calculation)
SELECT SITE BUILDING TYPE &SIZE
DOES SITE HAVE AD DITIOHAL HVAC(DIFFE RENT
ARE THERE SITE HVAC HEATING UN ITS H
TOTAL SPECIFIED SITE H VAC ESTIMATED HVAC RE QU IRE ME HT TWO 3-TON UHIFS j
SP E CIF IE D HVAC NO T SN E FICIE N T
THIS TOOL DOES HOT APPLY TO SITES TH AT ARE EQUIPPED WITH FREE ST AND IN DIRECT AIR CDOLIHG
STEP 6: EHTER SITE STATIONARY GENERATOR DATA:
DOES SITE HAVE A STA TIOH AIR GE HE RATO R? H
ESTIMATED CAPACITY RE QUIPED1 23 KW I (NO SITE GENERATOR)
SPECIFY TOTAL QUANTITY OF BATTERY STRING
TOTAL SITE BATTERY CAPACITY (AN
2 WLT MONO BLOCK BAT TE RIES - 4 b5tteries per 46V String
ESTIMATED BATTERY RESE RVE TIME 1 4.38 IHOURS I (NO SITE GEHSET)
SITES WITH STATIONARY GENSETS SHALL BE ENGINEERED VNTH AMAX OF 3 SHELVES or180 AH BATTERIES
(3 dringsat-48v o, 6stlings at +24v)-ALL OTHER SITES AMINIMUM OF 4HOURS
ANY QUESTIONS PLEASE CONTACT RICK BADGE PO (RB6620@ATT.COM]
THIS POWER ESTIMATE WORKSHEET HAS
BEEN PROVIDED BY OTHERS AND IS SHOWN
HERE FOR REFERENCE PURPOSES ONLY.
CROWN CASTLE USA INC. DOES NOT
GUARANTEE THE ACCURACY OF THE
INFORMATION FOUND IN THIS WORKSHEET.
RUS 32 B2
46
1 GENERIC Ethernet NID
4TY
TXRFAMP (MCPAorSCPA) EQPT.
VOLTAGE
WATTS
4TY
RADIO HEADS -Indoor
VOLTAGE
+M1TT5
0
ricsson RBS3206 NodeB 3S1C - 1 CAB 24
1 0
0
Andrew(12 module mcpa FRAME)
24
0
Encsson
0
JE ricsson RDS3206 NcdeD 3S2C -1 CAD 1 24
1 0
0
Andrew136 Vuatt Module
24
0
0
R RUS 01 EI ES (aW)
48
0
INON-0BIF Erics 34 4th & 5th Carrier
0
RRUS 01 Bit (60W)
48
(1
0 ricsson RB53206 NodeB 3S3C - 2CAB
24
0
0
Povlery ve 2 module mcpa FRAME)
24
0
0
RRUS 11 B12 (2x30Wj
48
0
0 ricsson RB53206 NodeB 354C - 2CRB
24
0
0
Povlery ve 90 Watt Module
24
0
0
R RUS 11 EI E4, B5, B12 (2x40J10
48
0
0 JE ricsson RBS3206 NodeB 3SSC - 3CAB
24
1 0
0
Povlervlrve 120 Watt Module
24
0
0
RRUS 12 B2, 04, B5 (2x69M
48
0
0BIF EFicsson3rd, 4th & 5thCarrier
0
PG+Aer+Aa+,e 180 Watt Module
24
0
0
R RUS 32 B2 (4x49M
48
0
ricsson RB53206 NodeB 353C - 1 CAB
(Select RR US from left sedi on)
I
24 0
0
R RUS 32 BOO (4x26VV)
48
0
0
CCI 125 Watt DAB SCPA Module
24
0
0
R RUS 32 B66A
48
0
p ricsson RB53206 NodeB 354C - 1 CAB
(Select RRUS from left 5edi on)
24 0
0
CCI 125 Watt DA.0 SCPA Module
24
0
0
R RUS A2 B2, B4, Bit
48
0
0
RRU SE B29
48
g
prlcsson .RBS3206.NodeB 3S4C - 1 CAB
.........................................................
24 0
(C UST GM DC LOADS DEFINED DN PGU1ER C O N SUM PIiO
N'Nc
0
RRUV+I B2, BS
48
0
(Select RRUS from left 5edi on)
4TY
USE RSPE CIFIED DC EQUIPMENT
VOLTAGE
L WATTS
0
AIR 21 (69M
40
0
ricsmn NodeB 3S5C - 2CAD...
24
0
0
RRU 441582E
48
0
0
RRUS 4478 B14
48
0
p
.RBS3206
.. .. ....... .. .. .. .. .. .. .. .. ... f rom..... .. .. ..... .. .. ...
(Select RRUS from left 5edi on)
0
RRU 4415 33E
48
0
0
ricsson 3303 MICRO NodeB
3
RRU 4426 BEE
48
2427
A-LU
0
ricsson RBS3418 Distributed NodeB MU
3
RRU 4449 B5tl12
48
4320
0
4x45 B66A
48
0
(FUTURE)
NJ
0
RRU 8843 B21B66
48
0
0
FDDRRH2x40-07L(UHLA)B17
48
0
a HURE}
0
RRU 22LIMITS
48
0
-48V P RIMAR Y VOLTAGE D C PLANT SPE CIF IE D
+24VOCEQUIPMEINT LOAD: 0 WATTS
-48VDC E QUIPME HT LOAD: 15156 WATTS —
0 AMPS at+2E
281 AMPS at-0SY
NOSE CO ND ARY 24V LOADS - D C CO NVE RTE R S YSTE M NOT REQUIRED
TOTAL PRIMARY 48V LOAD: 15156 WATTS — 1 281 AMPS at-48V
]AfJ BC -RE'-' --EEi
D C PLANT: Emerson STD 48VD C Outdoor Het5ure 512 System 525A HE Q.15917
-48V RE CTF HE RS RE QU IRE 0 (H+1
-4BV RECTFIER SLOTS:
10
16
CONV. TYPE: MIA
+24V CONVERTERS REQUIRED
+24V CONVERTER SLOTS
0
(HO DCCOHVERTERS REQUIRED)
(HO DCCOHVERTERS REQU IRE D)
12
ESTIMATED BATTERY RESERVE TIME
5170AH48VSTRIHGS= 4.38 HOURS (4HOUR MINIMUM BATTERY RESERVE)
�� POWER ANALYSIS
�_SCALE: NOT TO SCALE
ESTIMATED SITE MA)C AC LOAD #%MPS):j 102.08 AMPS
ESTIMATE 200A-SERVICE SUFFICIENT
9DE GENERATOR CAPACIT' RE]UIRED:j
23 KW
ON SITE G E HE RATO R CAPACITY
0 KW
(NO OHSrrE GENERATOR)
RE OMMEHDED HVAC SYSTE TWO 340H
SPECIFIED SITE TOTAL HVAC CAPACITY 0-TONS
ESTIMATE EXISTING HVAC HCT SUP FICIEHT
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE I
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AN
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAM
�ENLT H OF
Qbdc( A-ssilNiy
MAGED AODEL-NESSIH v
Uc. No. 49004
o v
12/2 O��J'�Vi�AL�$CP� ST
Crown Casale USA Inc. COA #407005050
TT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
REVISION:
E-1
3
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
NEW ANTENNA
NEW ANTENNA
NEW ANTENNA
AND/OR RADIO
AND/OR RADIO
AND/OR RADIO
EQUIPMENT (SEE
EQUIPMENT (SEE
EQUIPMENT (SEE
SHEET C-3 FOR
SHEET C-3 FOR
SHEET C-3 FOR
MODEL AND
MODEL AND
MODEL AND
QUANTITY)
QUANTITY)
QUANTITY)
SURGE
SUPPRESSION
DEVICE
SECTOR GROUND BAR
�
I
SECTOR GROUND BAR
I
SECTOR GROUND BAR
I
TOWER TOP COLLECTOR GROUND BAR — — —
— — — — — — — — — — — — — —
— — — — — J
TOWER GROUND RING
L_
MIDPOINT GROUND BAR
(AS NEEDED)
TOWER EXIT GROUND BAR
— — — —
I
r � � EQUIPMENT GROUND RING
EXISTING EQUIPMENT AREA
NEW GROUND
EQUIPMENT (SEE
SHEET C-1.2 FOR
MODEL AND
QUANTITY)
I �
CELL REFERENCE GROUND BAR
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — —
,GROUNDING SCHEMATIC
I SCALE: NOT TO SCALE
GROUNDING PLAN LEGEND:
--- GROUND WIRE
N�
COPPER
GROUND ROD
■ EXOTHERMIC WELD
• MECHANICAL CONNECTION
q
�O
GROUND ROD
W/ TEST WELL
CELL REFERENCE GROUND BAR: POINT OF GROUND
REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT
FRAMES. ALL BONDS ARE MADE WITH #2 STRANDED
GREEN INSULATED COPPER CONDUCTORS. BOND TO
GROUND RING WITH (2) #2 SOLID TINNED COPPER
CONDUITS (ATT—TP-76416 7.6.7).
HATCH PLATE GROUND BAR: BOND TO THE INTERIOR
GROUND RING WITH (2) #2 STRANDED GREEN
INSULATED COPPER CONDUCTORS. WHEN A
HATCH —PLATE AND A CELL REFERENCE GROUND BAR
ARE BOTH PRESENT, THE CELL SITE REFERENCE
GROUND BAR MUST BE CONNECTED TO THE
HATCH —PLATE AND TO THE INTERIOR GROUND RING
USING (2) #2 STRANDED GREEN INSULATED COPPER
CONDUCTORS.
EXTERIOR CABLE ENTRY PORT GROUND BARS:
LOCATED AT THE ENTRANCE TO THE CELL SITE
BUILDING. BOND TO GROUND RING WITH A #2 SOLID
TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC
WELD AND INSPECTION SLEEVE (ATT—TP-76416
7.6.7.2).
DURING ALL DC POWER SYSTEM CHANGES INCLUDING
DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS
OR ADDITIONS, BREAKER DISTRIBUTION CHANGES,
BATTERY ADDITIONS, BATTERY REPLACEMENTS AND
INSTALLATIONS OR CHANGES TO DC CONVERTER
SYSTEMS IT SHALL BE REQUIRED THAT SERVICES
CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE
EQUIPPED WITH MASTER DC SYSTEM RETURN GROUND
CONDUCTOR FROM THE DC POWER SYSTEM COMMON
RETURN BUS DIRECTLY CONNECTED TO THE CELL
SITE REFERENCE GROUND BAR PER TP76300
SECTION IT AND TP76416 FIGURE 7-11
REQUIREMENTS.
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
CASTLE
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CI IAR.OTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE I
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
1
07/07/20
AN
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAAI
�EpLT H OF
L�
d Qbdcl Nzssi�Py
1 A 134ABDEL-MESSIH v
Uc. No. 49004
12/2 9`�S• 7Li� EST
Ce C-1, USA Inc. GOA #407005050
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCU2N1ENT.
SHEET NUMBER:
REVISION:
G-1
3
_
J
D... Sig. Envelope ID: EBE4ll4l.C22B.42DF-A957564715FBCCBF
TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE
COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR #6 GREEN INSULATED YA6C-2TC38 3/8" - 16 NC SS 2 BOLT AT&T
#2 SOLID TINNED YA3C-2TC38 3/8" - 16 NO SS 2 BOLT
0 o O o 0000000000000 0 0 00 o 0000000000 #2 STRANDED YA2C-2TC38 3/8" — 16 NC SS 2 BOLT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #2/0 STRANDED YA26-2TC38 3/8" - 16 NC SS 2 BOLT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
#4/0 STRANDED YA28-2N 1 /2" - 16 NC SS 2 BOLT 57$ NIORO$GO DRIVE
#2 SOLID TINNED COPPER ATLANTA, GA 30324-3300
CONDUCTOR TO TOWLR/SHELTER BURNDY GROUND LUG W/ LONG BARREL HEAT SHRINK
TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYR. FOR (SEE CHART) (CLEAR)
TWO HOLE LONG BARREL (T,R) BOTTOM GROUND BAR ONLY) NUT (TYP)
COMPRESSION LUG (TYP) LOCK WASHER (TYP) CROWN
NOTES: NOTES: CASTLE
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND
cc
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). CONDUCTOR 3530 TORINGDON WAY, SUITE 300
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. GROUND BAR CHARLOTTE, NC 28277
BOLT (SEE CHART)
/--:--\ANTENNA SECTOR GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL BURNDY TWO HOLE LUG (TYP)
� ��W/ LONG BARREL
SCALE: NOT TO SCALE L SCALE: NOT TO SCALE (SEE CHART)
BARE WIRE TO BE TREATED
WITH NO-OX AT BOTH ENDS
NOTE:
STRANDED ALL GROUNDING LUGS ARE TO BE
® SEE CHART) INSTALLED PER MANUFACTURER'S AT&T SITE NUMBER: CV385
SPECIFICATIONS. ALL HARDWARE
3/8-110 " TAMPER BOLTS, NUTS, LOCK WASHERS SHALL
RESISTANT BOLT BE STAINLESS STEEL. ALL HARDWARE
#6 MIN. FROM ANTENNA (TYP) ARE BE AS FOLLOWS: BOLT, FLAT BU #: 842588
WASHER, GROUND BAR, GROUND INSULATORS CABLE GROUND KIT SEE NOTE 2. LUG, FLAT WASHER AND NUT. TOMLIN
i (TYP) �I
WALL BRACKET j o o 0 MECHANICAL LUG CONNECTION 1052 GOODWIN FARM LANE
° 0 3 SCALE: NOT TO SCALE CHARLOTTESVILLE, VA 22903
GROUND BAR ON SHELTER. ICE
° o
BRIDGE, OR ON ANTENNA TOWER ° °
® ° ° EXISTING 105'-0" MONOPOLE
00 o 00 00 00 °
UNIVERSAL COPPER
O OO o� O co) c � OO O OO 0 GROUND BAR (4%20")
STAINLESS STEEL BOLT
LOCK WASHER (TYP)P/N M10
(T,R) STAINLESS STEEL
TWO -HOLE FLAT WASHER
COMPRESSION LUG 2-HOLE CRIMP/ (TYP)TWO HOLE LUG, OR GROUNDING SHALL BE � COMPRESSION
EXOTHERMIC WELD TO BE ELIMINATED WHEN GROUND CONNECTOR
USED WITH #2 BARE BAR IS ELECTRICALLY BONDED 59
CONDUCTOR WIRE TO TO METAL TOWER NOTES: GROUND
BUILDING SERVICE GROUND
OR GROUND RING 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE BAR ISSUED FOR:
USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO REV DATE DRWN DESCRIPTION DES./Q
MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, STAINLESS STEEL
CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED, FLAT WASHER 0 07/01/20 NH CONSTRUCTION MAM
2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL STAINLESS STEEL (TMR) 1 07/07/20 AK CONSTRUCTION MAM
USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. BELLVILLE WASHER STAINLESS STEEL NUT
(TYP) (Typ) 2 09/08/20 AK CONSTRUCTION MAM
SINGLE CONNECTOR AT GROUND BARS 3 12/02/20 Cv CONSTRUCTION MAM
GROUNDWIRE INSTALLATION GROUND BAR DETAIL
STAINLESS STEEL BOLT
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
STAINLESS STEEL
FLAT WASHER �5 kLTH OF
DRAGON TOOTH WASHER a QMQI{A: M.tSAy
(TYP) zzsmzenvae+...
STEEL MAGED ABDEL-MESSIH v
Jc. No. 49004
2-HOLE CRIMP/ ��O
COMPRESSION STAINLESS STEEL 12/ 5:57: ST
+`+o (TYPICALLY) WEATHERPROOFING KIT CONNECTOR FLAT WASHER/ONAL�
12" TO 24" (SEE NOTE 3) (TYP)
120" MAX. NOTE: MINIMUM OF S/S NUT STAINLESS STEEL STAINLESS STEEL NUT Ceown Casde USA Inc. COA #407005050
ANTENNA CABLE COAX JUMPER 3 THREADS TO BE / BELLVILLE WASHER (TYP)
VISIBLE (TMP) (TYP)
TO ANTENNA (TYP) SINGLE CONNECTOR AT STEEL OBJECTS
S/S SPLIT
WASHER
CABLE 2 HOLE LONG (TYP)
CONNECTOR BARREL TINNED STAINLESS STEEL STAINLESS STEEL
SOLID COPPER SELF -DRILLING
WEATHERPROOFING KIT LUG S/S FLAT METAL SCREW FLAT WASHER
#6 STRANDED COPPER (SEE NOTE 3) (TYP) WASHER (TYP) (TYP)
GROUND WIRE (TYP)
(GROUND TO GROUND BAR) CABLE GROUND KIT 2-HOLE CRIMP/
SEE NOTES 1 & 2 COMPRESSION
TIN COATED SOLID CONNECTOR
COPPER BUS BAR S/S FLAT
NOTES: WASHER DRAGON TOOTH METALLIC OBJECT
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND (T,P) WASHER
CHERRY INSULATOR (TYP)
WIRE DOWN TO GROUND BAR. INSTALLED IF REQUIRED S/S BOLT SINGLE CONNECTOR AT METALLIC/STEEL G�STEEL OBJECTS IT I
RECOMMENDED CABLE MANUFACTURER. SAN'TOLATION OF LAW FOR ANY PERSON,
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR (TYP) UNLESS THEY ARE ACTING UNDER THE DIRECTION
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE OF A LICENSED PROFESSIONAL ENGINEER,
USED. TO ALTER THIS DOCU2N1ENT.
TG--� CABLE GROUND KIT CONNECTION
�UJSCALE: NOT TO SCALE
LUG DETAIL
SCALE: NOT TO SCALE
HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
SCALE: NOT TO SCALE
SHEET NUMBER:
REVISION:
G-2131
D... Sig. Envelope ID: EBE4ll41-C22B-42DF-A957564715FBCCBF
LTE-3C; Proposed-Alpha/Beta/Gamma Sectors
M�7001850
4J 4J
AWS PCSN S
W
�3 ES F3
RET
Triplexer
Triplexer
Lo+ J==
Lo- ==
x X
x
X X X X
X X
iX XX i
A A 6
•-IO I --------
�
1 U 1
0 T 0 1
D.-Sig. Envelope 10: E8E41141-C22B.42DF-A95]-564]15F8CC8F
Power Plant Model
Sel ect D istri buti on type
NetSure 51 - 582137000
103 U nstacked UStacked
Trunk Cable Length - one -war (feet)
150
Trunk Cable Size (A - 4, Q 8)
8
Jumper Cable Length - one-xvaV (feet)
15
Jumper Cable Size (AW - 8, 10, or 1 )
8
Total Quantity of RRU Feeds
3
Radio Type Ericsson RRU 4478 B14
RRU Feed Peak DC Inpurt Power (W)
650
RRU Feed Bus} Hour Input Poorer (W)
422.5
Minimum Source Voltage (V)
4
Convert er Dutp ut Voltage (V)
59
Minimum RRU Operating Voltage (VDC)
40
Peak Poorer Rating of Boost Converter (W)
1090
Cells that become highlighted in red indicate that the voltage at the RRU falls below
the Minimum RRU Operating Voltage. If a cell in a column is highlighted in red, the
RRU will not operate with that arrangement due to the RRU voltage falling below its
minimum operating voltage. A cell that is red and reads invali d indicates that the
loss in the cable would exceed the power rating of the RRU and the calculation
cannot be perfort-ned.
Power Extend Converter Layout
without
Converter
with
Converter
Total Cable loop length (ft.)
330
Cable Resistance (Ohms)
0.2211
RRU Voltage (VDC) at Min Source Voltage and Peak Power
38.24
55.41
RRU Voltage (VDC) at Min Source Voltage and Buser H our
39.64
56.34
RRU Current (A) at Min Source Voltage and Buser Hour
10.66
7.50
Source Power (W) at Min Source Voltage and Buser Hour per RRU
447.6
434.9
Total Source Power (W) at Min Source Voltage and Buser Hour
1342.8
1304.8
Peak Power System Current (A) Required for RRUs
51.0
49.6
C«ty of Bullet Converters Roq'd per RRU Feed
N/A
1
Qty of Bullet Converters Roq'd per Site
N/A
3
# of Total Bullet Positions Required
N/A
3
RRU Current (A) at Min Source Voltage and Peak Power
17.00
11.73
Source Poorer (W) per RRLJ at Min Source Voltage and Peals RRU Poorer
713.9
680.4
Total Source Power (W) at Min Source Voltage and Peak RRL) Poorer
2141.E
2041.3
'��t•a
Y�f���y
Oi 4�+i♦
F ;1 , D LF IDE,E11141 D-1_GF 471 ;F,, , F
C
B
t
8 7 6 6 4 3 2 1
ITEM NCL.
PART NUMBER
DESCRIPTION
QTY.
1
T1503KT48A
Universal ring mount 10"-48"
2
2
K1 511 KTI6HD
Ex--ension arm for platform, 1 6"
6
3
P1500KT6
4.50'' OE Pipe, 72" Long
3
4
T1709KT2SA
Pipe mount crossover kit, 2-318''-3-112"
(qty 2)
9
5
P1200KT8
Pipe, 3.5" OD x 8' long HDG
6
6
T1719KTA
Pipe frame hardware kit for T-arm
6
7
P10001C19.5
2-318" O❑ Pipe, 114" Long
9
8
K1000KT8-534
Half Clamp, N/edium 5-3/4" Center
12
9
K2220KT8i
Threaded rod 518'' x 8" HDG
24
10
H1029KT2GAy
Bolt, 518"x2" (A325) HH, HDG
24
11
H3012KT58GSA3
Flat washer, 5/8", SAE (A325), HDG
96
12
H3002KT58G
Lock washer, 518", HDG
72
13
H2O02KT58GA3
Nut, hex heavy 5/8" HDG A325
72
% 6,
,I
UNLESS OTHERWISE SPECIFIED
D LERANC3AREININGHEg
TOLERANCES:
FRACTIONAL: t 1/32
ANGULAR: DE
ONETWO PLACEDECIIMAL: *.0
TWO RE PLACED ECIAL: l.03
THREE PLACE DECIMAL: t 010
DRAWN
NANE
KAR
DAE
1[L 311'16
i,l� KEhI1 OOD TELECOM
CHECKED
TILL
custom double t-arm frame,
1 fill standoff with (9) 114" mast
pipe and `I 0"-4811 collar
ENGAPPR
MFG AP PP.
IN TER
TOUER N GEOMETRIC
iOLERANC IN G PER:
PROPRETAR YANDCONNDIh r-I L
THE INFORMATbN CC NYA INED I� T}i 6
DRAW IN G 6 T HE SO LE PROPERTY D F
KENAOOC TELECOM. AW
REPRODll GT1ON IN PART O R AS A
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THOUYTHEWRITTEN PERM ISSION0F
KENWtlOOC TELECOM S
PRDHIBTED.
MATERIAL
_
SIZE
DWG. NO.
Z2058 KT8-9114-M
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,1
]Lis Pa nle AcW rth, Ga 30101
75-D500 ofiA(770) 974-5100 fax
FINER
DO NOT SCALE DRAW ING
SCALE: 1 � 161 FIIN ISHED WEIGHT: 1698.08 SHEET l OF 1
0 1 0 0 9 3 L 1
3
Certificate Of Completion
Envelope Id: E8E41141 C22B42DFA957564715F8CC8F
Subject: CV385_842588_TOMLIN_AT&T LTE 3C FCD_REV 3_12.02.2020
Source Envelope:
Document Pages: 13 Signatures: 10
Certificate Pages: 3 Initials: 0
AutoNav: Enabled
Envelopeld Stamping: Enabled
Time Zone: (UTC-05:00) Eastern Time (US & Canada)
Record Tracking
Status: Original
12/2/2020 4:28:55 PM
Signer Events
Maged Abdel-Messih
Matthew.Abdel-Messih@crowncastle.com
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Accepted: 12/2/2020 5:57:03 PM
ID: b270d9dO-34dl-4eO2-bf54-6255704709ae
In Person Signer Events
Editor Delivery Events
Agent Delivery Events
Intermediary Delivery Events
Certified Delivery Events
Carbon Copy Events
Witness Events
Notary Events
Envelope Summary Events
Envelope Sent
Certified Delivered
Signing Complete
Completed
Payment Events
Holder: Jacob Karabasz
Jacob.Karabasz@crowncastle.com
Signature
Docu Signed by:
E2243162EA13461...
Signature Adoption: Pre -selected Style
Using IP Address: 64.213.130.12
Signature
Status
Status
Status
Status
Status
Signature
Signature
Status
Hashed/Encrypted
Security Checked
Security Checked
Security Checked
Status
Electronic Record and Signature Disclosure
Docwu
Status: Completed
Envelope Originator:
Jacob Karabasz
2000 Corporate Drive
Canonsburg, PA 15317
Jacob.Karabasz@crowncastle.com
IP Address: 64.213.130.12
Location: DocuSign
Timestamp
Sent: 12/2/2020 4:31:36 PM
Viewed: 12/2/2020 5:57:03 PM
Signed: 12/2/2020 5:57:32 PM
Timestamp
Timestamp
Timestamp
Timestamp
Timestamp
Timestamp
Timestamp
Timestamp
Timestamps
12/2/2020 4:31:36 PM
12/2/2020 5:57:03 PM
12/2/2020 5:57:32 PM
12/2/2020 5:57:32 PM
Timestamps
Electronic Record and Signature Disclosure created on: 9/19/2018 4:13:40 PM
Parties agreed to: Maged Abdel-Messih
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