HomeMy WebLinkAboutSE202000027 Plan - Approved 2021-11-29DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
AT&T SITE NUMBER:
AT&T SITE NAME:
AT&T FA CODE:
AT&T PACE NUMBER:
CV385
TOMLIN
10068605
MRVWN003799
AT&T PROJECT: LTE 3C
SITE INFORMATION
CROWN CASTLE USA INC.
SITE NAME:
SITE ADDRESS:
COUNTY:
MAP/PARCEL #:
AREA OF CONSTRUCTION:
LATITUDE:
LONGITUDE:
LAT/LONG TYPE:
GROUND ELEVATION:
CURRENT ZONING:
JURISDICTION:
OCCUPANCY CLASSIFICATION:
TYPE OF CONSTRUCTION:
A.D.A. COMPLIANCE:
PROPERTY OWNER:
TOWER OWNER:
CARRIER/APPLICANT:
ELECTRIC PROVIDER:
TELCO PROVIDER:
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE
07500-00-00-00900
EXISTING
380 00' 31.40"
-780 34' 19.70"
NAD83
674 FT.
RURAL AREAS
ALBEMARLE COUNTY
U
IIB
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION
TOMLIN, CHARLOTTE D
1651 ARROWHEAD VALLEY RD
CHARLOTTESVILLE, VA 22903
CCATT LLC
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
AT&T TOWER ASSET GROUP
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
DOMINION POWER
(866) 366-4357
CENTURY LINK
(800) 244-1111
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.
® CALL VIRGINIA ONE CALL
(800) 552-7001 0
CALL 3 WORKING DAYS
BEFORE YOU DIG!
BUSINESS UNIT #:
SITE ADDRESS:
COUNTY:
SITE TYPE:
TOWER HEIGHT:
LOCATION MAP
9
38.00872,
-78.572136
NO SCALE
O�orso
916
842588
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE
MONOPOLE
1051-01,
PROJECT DESCRIPTION
APPLICABLE CODES/REFERENCE DOCUMENTS
THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE EXISTING ELIGIBLE WIRELESS FACILITY.
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:
TOWER SCOPE OF WORK:
CODE TYPE CODE
• REMOVE (3) CCI ANTENNAS - TPA-65R-LCUUUU-H6-K ANTENNAS
BUILDING 2015 VA CONSTRUCTION CODE/2015 IBC W/ VA AMENDMENTS
• REMOVE (3) PIPE MOUNTS
MECHANICAL 2015 VA CONSTRUCTION CODE/2015 IMC W/ VA AMENDMENTS
• RELOCATE (6) COMMSCOPE - E15Z01P39 TMAs
ELECTRICAL 2015 VA CONSTRUCTION CODE/2014 NEC W/ VA AMENDMENTS
• INSTALL (3) KENWOOD - Z2058KT8-9114-M CUSTOM T-ARM MOUNTS
• INSTALL (6) COMMSCOPE - NNH4-65B-R6N17 ANTENNAS
• INSTALL (3) ERICSSON - 4478 B14 RRUs
REFERENCE DOCUMENTS:
• INSTALL (1) RAYCAP - DC9-48-60-24-EC-EV SQUID
STRUCTURAL ANALYSIS: CROWN CASTLE
• INSTALL (1) #8AWG DC CABLE (3/4")
DATED: JUNE 17, 2020
• INSTALL (1) 24 PAIR FIBER CABLE (3/8")
MOUNT REPLACEMENT ANALYSIS: ENGINEERED TOWER SOLUTIONS, PLLC
DATED: JUNE 11, 2020
GROUND SCOPE OF WORK:
• POWER ANALYSIS FAILED
AC ELECTRICAL POWER DESIGN: BY OTHERS
• INSTALL (3) EMERSON -48V RECTIFIERS IN EXISTING 512 POWER PLANT
DATED:
• INSTALL (3) 40 AMP DC BREAKERS FOR PROPOSED 4449 RRU's
RFDS REVISION: 0.1
• INSTALL (3) 30 AMP DC BREAKERS FOR PROPOSED 4426 RRU's
DATED: 05/12/2020
• INSTALL (3) VERTIV UP CONVERTERS FOR PROPOSED 4478 RRU's
ORDER ID: 517627
• INSTALL (4) 170 AMP BATTERIES IN EXISTING BATTERY CABINET
REVISION: 1
• INSTALL (1) 6630 IN EXISTING FLEX 16
• REMOVE (3) RRUS11 B12 FROM OUTDOOR H FRAME
• INSTALL (3) 4449 B5/B12 ON OUTDOOR H FRAME
INSTALLER NOTE:
• INSTALL (3) 4426 ON OUTDOOR H FRAME
INSTALLER NOTE: NO PROPOSED LOADING TO BE ADDED
NOTE:
UNTIL MOUNT SWAP IS COMPLETE.
THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CHANGES IS TO BE PERFORMED BY OTHERS
EQUIPMENT To BE PAINTED WITH RF CONTRACTOR TO INSTALL MOUNT PER
AND IS SHOWN HERE FOR REFERENCE PURPOSES ONLY. AT&T IS SOLELY RESPONSIBLE FOR THE
TRANSNEW
Z RAFTED MATCH STEXIISTI OUTDOOR MANUFACTURER'S SPECIFICATIONS.
ELECTRICAL POWER DESIGN.
J
iiz
AT &T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
CCCROWN
C.A:5`T L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, 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
by: II�
aAt-Au'ssiL
;ED ABDEL-MESSIH
Lic. No. 49004
1 5:57:
Crown Castle 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
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
GENERAL NOTES:
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 QAS-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 EXISTING 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/C) 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. fr
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 ft 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.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
4.1. 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 SOOW 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, ILL, 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, UL, 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**
NEG (-)
BLACK**
* SEE NEC 210.5(C)(1) AND (2)
** POLARITY MARKED AT TERMINATION
ABBREVIATIONS:
ANT
ANTENNA
(E)
EXISTING
FIF
FACILITY INTERFACE FRAME
GEN
GENERATOR
GPS
GLOBAL POSITIONING SYSTEM
GSM
GLOBAL SYSTEM FOR MOBILE
LTE
LONG TERM EVOLUTION
MGB
MASTER GROUND BAR
MW
MICROWAVE
(N)
NEW
NEC
NATIONAL ELECTRIC CODE
(P)
PROPOSED
PP
POWER PLANT
QTY
QUANTITY
RECT
RECTIFIER
RBS
RADIO BASE STATION
RET
REMOTE ELECTRIC TILT
RFDS
RADIO FREQUENCY DATA SHEET
RRH
REMOTE RADIO HEAD
RRU
REMOTE RADIO UNIT
SIAD
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
C%fto
CROWN
C.A�T L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE
ISSUED FOR:
REV
11
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
07/07/20
AK
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAM
by:
WAGED ABDEL-MESSIH
Uc. No. 49004
Crown Castle 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-2
3
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
(E) 105'-0" MONOPOLE
+
(E) AT&T ICE BRIDGE +
t6'-0" + +
+
+
(E) AT&T ICE BRIDGE U
t6'-0" \\ +
(E) 105'-0" MONOPOLE
r■
+
+
+
(E) AT&T GPS
ANTENNA (TYP)
(E) FEEDLINES TREMAIN COAX
\
+ (1) COAX CABLE (3/8")
(12) COAX CABLES (7/8")
(E) AT&T TRIPLEXER
+ COMMSCOPE — CBC71921—DF-2X
(6 TOTAL)
+ + + +
+ (E) AT&T RRH TO BE REMOVED
+ + ERICSSON — RRUS 11
(3 TOTAL)
(E) AT&T
12'-0"x12'—O"
+ AREA
(E) AT&T FLEX 16
+ V CABINET +
+ / +
(E) AT&T RRH +
+ ERICSSON — RRUS 32 B2
(3 TOTAL)
(E) AT&T /
EMERSON BATTERY /� (E) AT&T TELCO
BER
CABINET / / JUNCTION
\FIBOX +
0 (EAT&T DC POWER
JUNCTION BOX
(E) AT&T / +
EMERSON 512 / (E) AT&T
PP / UTILITY FRAME
(E) AT&T ICE BRIDGE
/ t9'-0"
/ (E) AT&T STACKED
PURCELL CABINETS
(E) AT&T
8'-6"x 10'-0"
EQUIPMENT PAD
(E) AT&T ICE BRIDGE + +
±6'-0" + +
(N) AT&T FEEDLINE fi
(1) 24 PAIR FIBER CABLE (3/8") + 0
(E) AT&T ICE BRIDGE + +
t6'—O" +
(N) AT&T EQUIPMENT: +
(1) 6630
(N) AT&T EQUIPMENT:
(4) 170AH BATTERIES
(N) AT&T FEEDLINE
(1) #8AWG DC CABLE (3/4")
(N) AT&T EQUIPMENT:
(4) —48VDC RECTIFIERS
(3) 40A BREAKERS
(3) 30A BREAKERS
(3) VERTIV UP CONVERTERS
EXISTING EQUIPMENT PLAN
+
+
(E) AT&T GPS
ANTENNA (TYP)
(E) FEEDLINES + COAX
\
+ (1) COAX CABLE (3/8°)
(12) COAX CABLES (7/8")
T (E) AT&T TRIPLEXER
+ COMMSCOPE — CBC71921—DF-2X
(6 TOTAL)
+ + + + \
(E) AT&T
EMERSON
BATTERY
CABINET
(E) AT&T
+
+
+
\ (E) AT&T FIBER
\ SLACK BOX
�(E) AT&T POWER
SLACK BOX
(E) AT&T DC12
■r
(E) AT&T ICE BRIDGE
t 18'-0"
v
NA T T RRH
) &
:RICSSON — RRUS 4426 B66
3 TOTAL)
(E) AT&T
12'-0"x12'—O"
AREA
(N) AT&T RRH
ERICSSON — RRUS 4449 B5/B12
(3 TOTAL)
(E) AT&T FIBER
+ \ SLACK BOX
+ (E) AT&T POWER
�CK BOX
(E) AT&T DC12
QMILIMM
(E) AT&T ICE BRIDGE
t 18'-0"
EMERSON 512 / (E) AT&T
PP / UTILITY FRAME
(E) AT&T ICE BRIDGE
/ ±9'-0"
/ (E) AT&T STACKED
PURCELL CABINETS
(E) AT&T
8'-6"x 10'-0"
EQUIPMENT PAD
FINAL EQUIPMENT PLAN
v
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 35/1312 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.
r
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
- CROWN
v C.AT L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE I
CHARLOTTESVILLE, 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
p, L
by:
MAGED ABDEL—MESSIH
Lic. No. 49004
5 : 5 7
Crown Castle 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:
C-1 .2 3
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
STRUCTURE W/ APPURTENANCE
ELEV. = 107'-0"
TIP OF ANTENNA
ELEV. = 105'-0"
HEIGHT OF STRUCTURE
ELEV. = 105'-0"
ACROSS FLATS (1
'—
ELEV. = 101'-0"
FINAL ELEVATION
SCALE: NOT TO SCALE
EXISTING AT&T ACL/MCL OL
ELEV. = 101'-0"
(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 (3/4")
(1) 24 PAIR FIBER CABLE (3/8")
(ROUTED PER STRUCTURAL ANALYSIS)
(GAMMA)
330` AZIMUTH
(E) AT&T ANTENNA TO BE REMOVED
CCI ANTENNAS — TPA-65R—LCUUUU—H6—K
(3 TOTAL, 1 PER SECTOR)
(E) AT&T TMA TO BE RELOCATED
COMMSCOPE — E15Z01P39
(6 TOTAL, 2 PER SECTOR)
31
(BETA)
215' AZIMUTH
f
C1
EXISTING ANTENNA PLAN
SCALE
(N) AT&T 2-1/2" SCH. 40 x 6'-0"
LONG GALV. PIPE W/ CROSSOVER
HARDWARE
(1 TOTAL)
C1
(N) AT&T SQUID
RAYCAP —
DC9-48-60-24-8C—EV
(1 TOTAL)
(N) AT&T ANTENNA
COMMSCOPE — NNH4-65B—R6N17 i
(6 TOTAL, 2 PER SECTOR)
(GAMMA)
330° AZIMUTH
B3 \ �<
7(BETA)
215` AAZIMUTH
f
31
FINAL ANTENNA PLAN
0
(E) PIPE MOUNT TO BE REMOVED
(3 TOTAL)
(E) 105'-0" MONOPOLE
C3
f
Al (ALPHA)
110° AZIMUTH
i
A3
(N) AT&T RRH
ERICSSON — RRUS 4478 B14
(3 TOTAL, 1 PER SECTOR)
(N) AT&T CUSTOM T—ARM MOUNT
KENWOOD — Z2058KT8-9114—M
(3 TOTAL, 1 PER SECTOR)
(E) AT&T TMA RELOCATION
COMMSCOPE — E15ZO1P39
(6 TOTAL, 2 PER SECTOR)
Al
(ALPHA)
110' AZIMUTH
m
"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
70OBC & 700DE ANTENNAS ON SAME SECTOR.
6. 4'-0" MINIMUM DISTANCE REQUIRED BETWEEN
LTE 700 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
INSTALL MOUNT PER MANUFACTURER'S
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
- CROWN
v C.AT L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, 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
y; T H OF`A..pp
a Q(oau—I141,Ssi
43162EA13481
" MAGED ABDEL—MESSIH v
Uc. No. 49004
12/2 �O�/VNA7L�ST
Crown Castle 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:
-2 3
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
urv., ., ",, I , . .
ET
INUFACTURER'S SPECIFICATIONS)
JMPER CONNECTION (TYP)
IN MIN BEND RADIUS PER
4CTURER'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
.,.,I.I I..,- , ,..,I.I I.I., I i0 ANTENNA
GENERIC ANTENNA MOUNTING ELEVATION
SCALE: NOT TO SCALE
� re=
ERICSSON — RRUS 4426 B66
WEIGHT: 60.0 LBS
SIZE (HxWxD): 14.9x13.2x5.8 IN.
ERICSSON - RRUS 4426 B66
SCALE: NOT TO SCALE
COMMSCOPE — NNH4-65B—R6N17
WEIGHT (FULLY EQUIPPED): 82.0 LBS
SIZE (HxWxD): 72.Ox19.6x7.8 IN.
CONNECTOR TYPE: 4.3-10 FEMALE (12 TOTAL PORTS)
COMMSCOPE - NNH4-65B-R6N17
SCALE: NOT TO SCALE
ERICSSON — RRUS 4478 B14
WEIGHT: 60.0 LBS
SIZE (HxWxD): 15.0x13.0x8.0 IN.
ERICSSON - RRUS 4478 B14
SCALE: NOT TO SCALE
O
- o'
ERICSSON — RRUS 4449 B5/1312
WEIGHT: 70.0 LBS
SIZE (HxWxD): 18.0x13.2x9.4 IN.
ERICSSON - RRUS 4449 35/B12
SCALE: NOT TO SCALE
in )A"
RAYCAP — DC9-48-60-24-8C—EV
WEIGHT (WITHOUT MOUNTING HARDWARE): 16.0 LBS
SIZE (HxWxD): 31.4x10.24x18.28 IN.
RAYCAP - DC9-48-60-248C-EV
SCALE: NOT TO SCALE
iiz
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
- CROWN
v C.AT L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, 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
-------------
MAGED ABDEL—MESSIH
Uc. No. 49004
5 : 5 7 :
Crown Castle 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:
C-4 3
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
STEP 2: ENTER DC PLANT TYPE FROM ORO P-DOWN MENU:
('GENERIC" +24V or -48VDC PLANT CAN BESELECTED FOR AN YMANUFACTURER'S DC PLANT)
. ...... .. ��.� u .. n n o u u u u .. u n u u.� u u u u u u u n n u n u u u u u�• u u u u u u u u n u u u u u �. u n
(DC PLANT CONFIGURATION CAN BE REVIEWED ON DC PLANT WORKSHEET)
STE P 2A: THIS STEP ONLY SHOWN IF 'rGENERIC'DC PLANTPLANT TYPE HAS BEEN SELECTED:
:iTEP 28: THIS STEP OHLY SHOWN IF TYCO GPS24240C PLANTPLANT TYPE HAS BEEN SELECTED:
STEP 3: DO YOU WANT TO CONFIGURE A STANDARD STAND-ALONE OC CONVERTER SYSTEM? N
NOTE: IF YOU SELECT "Y'ANYINTEGRATED DC PLANT CONVERTER OPTIONSV ILL BE BYPASSED
MIA
STEP4: ENTER INDOOR SIT EBUILDINGrSHELTERDATA:
(Square footage used for interior AC lighting LOAD calculation)
SELECT SITE BUILDING TYPE &SIZE
STEP 5: ENTER SITE HVAC SYSTEMDATA:
SPECIFY INDIVIDUAL HVAC UNIT SIZE (TONS SPECIFY QUANTITY
DO ES SITE HAVE AD DITI ON AL H VAC (DI F FE RE N T S IZE) N
ARE THERE SITE HVAC HEATING UNITS N
TOTAL SPECIFIED SITE HVAC ESTIMATED HVAC REQUIREMENT TWO 3-TON UNITS
SPECIF IE D HVAC 110 T SUFFICIENT
THIS TOOL DOES NOT APPLY TO SITE S THAT ARE FOU IPPFD WITH FREE STA14DING D IRE CT AIR COOLING
STEP 6: ENTER SITE STATIONARY GENERATOR DATA: _
DOES SITE HAVE A STATIONARY GE HE RATOR? 11
ESTIMATED CAPACITY REQUIRED 1 23 KW (NO SITE GENERATOR)
STEP 7:
SPECIFY TOTAL QUANTITY OF BATTERY STRING 5
TOTAL SITE BATTERY CAPACITY (AH) 850
NOTE: STANDARD BATTERY CAPACITY HAS BEEN SPECIFIED
NOTE: 12 VOLT MONO BLOCK BATTERIES - 4 batteries per 48V String
ESTIMATED BATTERY RESERVE TIMEJ 4.38 1HOURS1 QIOSITE GENSE7)
SITES WITH STATIONARY GENSETS SHALL BE ENGINEERED YNTH AMAK OF 3 SHELVES of 180 AH BATT ERIES
(3strings at-48Yor6strings at+24v)-ALL OTHER SITES AMINIMUM OF 4HOURS
ANY QUESTIONS PLEASE CONTACT RICK BADGE PO (RB6620CATT.COK
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.
QTY I RADIOHEAID S-Outdoor VOLTAGE I VuATTS QTY
Ericsson 0
0 R RUS 01 B2, B5 (8UJ10 48 1 0 0
Q
IR RUS 01 012 (WIP0
48
0
0
R RUS 11 612 (2(300J)
48
0
0
R RUS 1102. B4, B5, Ell (2x4UVV)
48
0
0
R RUS 12 B2, B4, B5 (26MNO
48
0
3
R RUS 32 B2 (4x40M
48
2049
0
R RUS 32 B30 (4x25W)
48
0
0
IR RUS 32 B66A
48
0
0
R RUS A2 B2, B4, B12
48
0
0
R RUSE2 B29
48
0
3
R RUW B2 , BS
48
816
0
AIR 21 (60W)
48
0
3
P, RUS 4478 814
48
1560
0
14X4b tUbbA
48
0
0
FDDRRH2x40-07L(UHLA)B17
48
0
0
RRH2x40-07L-AT (UHLB)817
48
0
0
625 R RH4x30 (UHFA) E25
48
0
0
B25 R RH2x60 (UHFA) E25
48
0
0
2XISM-850 B5
48
0
0
2X6M-1900 B2
48
0
0
2X60W-1900A B2
48
0
0
N0
RRH2x40-07L-0DE (UHLC) B29
48
0
0
R RH 4T4R (FRBI) B14
48
0
RRH4X25 B30
48
0
QTY I KAUIO HLAUS -Indoor I VOLTAGE 1 VyATTS I
0
IK KUti U1 H2, BS (UNV)
48
0
0
RRUS 01 B12 (60M
48
0
0
R RUS 11 B12 (2(3MAD
48
0
0
R RUS 11 B2, B4, E15, 812 (2x40W)
48
0
0
R RUS 12132, 84. 85 (2x6D M
48
0
0
R RUS 32 82 (4x40M
48
0
o
R PUS 32 B30 (4x25W)
48
0
0
R RUS 32 B66A
48
0
0
R RUS A2 B2, B4, Ell
48
0
0
RRUSE2B29
48
0
0
R RUIN 82, BS
48
0
0
AIR 21 (150M
48
0
0
R RUS 4478 El
1 48
0
0
14X45 t:JbbA
48
0
0
FDD RRH2x40-07L(UHLA) 817
48
0
0
RRH2x40-07L-AT (UHLB)B17
48
0
0
825 R RH4x30 (UHFA) B25
48
0
0
625 R RH2x60 (UHFA) B25
48
0
0
2X60VV-850 65
48
0
0
2X60W-1900 B2
48
0
0
2XISOW-1900A B2
48
0
0
RRH2x40-07L-0DE (UHLC) 829
48
0
0
R RH 4T4R (FRBI) B14
48
0
0
RRH4Y25 B30
48
0
110 ricssonLTE IRBS6601 BBU- 1 DUL
0 ricsson LTE RBS6601 BBU - 2 DUL
1 ricssonWJCDMARBS6601 -1 DUW
0 ricsson LTE RBS6601 BBU -1 DU S
0 ricsson LTE RBS6601 BB - 2DU S
riemn )(MU
1 Fricss3on LTE RBS5216
VOLTAGE V-ATTS QTY
48 0 0
4a 0
■ii�
Ir'
MI�+
Yip''
r
f",
W
0
Cisco WAR-2941 SIAD
0
0
Cisco SIAD ASR-901
232
0
Cisco 15310 EOS (SONET) N11_I:v:
0
0
Cisco 15454 MSP (MW Ring Con
0
40
0
Tru-PasitionLMU (E911)
QTY
UMTS 3G EQUIPMENT148
-OTT'
0
LU MACRO NodeB (3S1 C - 40M
0
0
LU MACRO NodeB (3S2C - AIGM
0
p
LU MACRO NodeB (3S3C - 40UV)
p
0
LU MACRO NodeB (3S4C - 40M
0
0
LU MACRO NodeB (3S5C - 40W - 2 CA
0
0
LU MICRO NodeB
0
0
LU 9396 d2U Distributed NodeB MU
0
0
LU 9396 d4U Distributed NodeB MU
0
0
rir:=rin RBS3206 NodeB 3S1C -1 CAB 1
24 0
0
ric:-:-=-1n RBE3206 NodeB 3S2C -1 CAB
1 24
0
NON-0BIF Ericsson 3rd, 4th& 5th Carrier
0 ricsson RBS3206 NodeB 3S3C - 2 CAB
24
0
0 ricmn RBS3206 NodeB 3S4C - 2 CAB
24
0
0 ricsson RBS3206 NodeB 3S5C - 3 CAB
24
0
0BIF Ericsson 3rd, 41h & 5th Carrier
0
ncsson RBS3206 NodeB 3S3C - 1 CAP
,,,,,,,,,,,,,,,,,,,,,,,, ,..... .,..
(Select RR US from left sedi on)
0
ricsson RBS3206 NodeB 3S4C - 1 CAB
,,,,,,,,,,,,,,,,,,,,,1..... .... ,,..,,..,...... , . .,,
(Select RR US from left sedi on)
Re
ricsson RBS3206 NodeB 3S4C - 1 CAB
(Select RRUS from left sedi on)
0
rics On RBS3206 NodeB 3S5C - 2 CAB
(Select US RRfrom left secti on)
24 0
0
ricmn 3303 MICRO NodeB
24
0
0
ricsson RBS3418 Didrlbuted NodeB MU
48
0
QTY
USER SPECIFIED AC EQUIPMENT
VOLTAGE
KVA
0
enBateryCharger
120
0
IQTY
0
en Heater
120
0
0
FCI
120
0
0
esa Cabinet
120
0
0
Cabinet
120
0
720
0
S3106
240
0
JReel
2106
240
0
-02
240
0
5 batter;,rnat:_
120
0
TOTALUSER SPECIFIED
OTAI 1?QVAC APr1PS: 0
0
KVA 0
-4BV PRIMARY VOLTAGE DC PLANT SPECIFIED
+24VOCEQUIPMENT LOAD: 0 WATTS =I
-48VDC E QUIPN E NT LOAD: 15156 WATTS =
0 AMPS at+2411
281 AMPS at -48V
NOSE CONDARV 24VLOADS -DC CONVERTERSVSTEM NOT REQUIRED
TOTAL PRIMARY 48V LOAD: 15156 WATTS =
1 281 AMPS at -48V
DC PLANT: Emerson STD 48VDC Outdoor NetSure 512 System525A NEQ.15917
-48V RECTUIERS REQUIRED (W-114
48V RECTIFIER SLOTS:
10
16
CONV. TYPE: MA
+24V CONVERTERS REQUIREDH12
+24V CON VE RTE R SLOTS(NODCCONVERTERSREQUIRED)
(NODCCONVERTERSREQUIRED)
ESTIMATED BATTERY RESERVE TIME
5170AH48VSTRINGS=
4.38 HOURS
(4HOURMINIMUM BATTERY RESERVE)
POWER ANALYSIS
SCALE: NOT TO SCALE
0 JDC Free Air (per HVAC unit)
1 GENERIC Ethernet NID
0 GENERICHydrogenDetector
0 GENERIC RET Controller
0 GENERIC RMA1T
0 GENERIC Smoke Detector
0 GENERICTMASystem
0 GENERIC Tovter Lighting (DC
D ING480
lUPMENT VOLTAGEROTS
48
tch - MSS 48
Unit - OD U 48
48
48
Z
48
48
48
48
24
24
48
48
48
40
0
0
0
0
0
60
0
0
0
0
0
0
0
err'
TX RF AMP QACPA or SCPA) E QPT.
VOLTAGE
v1TTs
0
Andrew(12 module mcpa FRAME)
24
0
0
Andrew 135We1tModule
24
0
0
Po%Aerv�Qve 12 modul a mcpa FRAME)
24
0
D
PovAerv�ve90Watt MOdule
24
0
0
Povuervkave 120 Waft Module
24
0
0
Povaer+nave 160 Watt Module
24
0
0
CC 125 Watt DA8 SCPA Module
24
0
0
CC 125 Watt DA.0 SCPA Module
24
0
QTY
USE RSPECIFIEDDCEQUIPMENT
VOLTAGE
WATTS
0
RRU 4415B25
48
0
0
RRU 4415B30
48
0
3
RRU 4426B66
48
2427
3
RRU 4449B5)B12
48
4320
0
jR.RL1 8843B2666
48
0
0
RRU 22 UMTS
48
0
1
r-633 BBU
48
180
0
,-'MM 20p B
48
0
0
AmpLink GMA
48
0
1
S9500 SIAD single PSU
48
330
0
SDARS Remote
48
0
0Flex
MU W 3 OTRX
48
0
1
12
48
520
JION
2
Flex 16
48
2390
0
Flex 21
48
0
TOTAL USER SPECIFIED
TOTAL -48V (54V) AMPS:
WATTS
n
180.3
ESTIMATED SITE MAX AC LOAD (AkWS):l 102.08 AMPS
ESTIMATE 200A SERVICE SUFFICIENT
SITE GENERATOR CAPACITY REQUIRED:
23 KW
ON SITE G E HE RATO R CAPACITY10
KW
(NO ONSRE GENERATOR)
RECOMMENDED HVACSYSTE TWO 3-TON
SPECIFIED SITE TOTAL HVAC CAPACITY I 0-TONS
ESTIMATE EXISTING HVACNOT SUFFICIENT
iiz
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
- CROWN
v C.AT L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
AT&T SITE NUMBER: CV385
BU #: 842588
TOMLIN
1052 GOODWIN FARM LANE
CHARLOTTESVILLE, VA 22903
EXISTING 105'-0" MONOPOLE
ISSUED FOR:
REV
11
DATE
DRWN
DESCRIPTION
DES./Q
0
07/01/20
NH
CONSTRUCTION
MAM
07/07/20
AK
CONSTRUCTION
MAM
2
09/08/20
AK
CONSTRUCTION
MAM
3
12/02/20
CV
CONSTRUCTION
MAM
by:
MAGED ABDEL-MESSIH
Lic. No. 49004
Crown Castle 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:
E-1 3
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
DocuSian Envelooe ID: E8E41141-C22B-42DF-A957-564715F8CC8F
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
#2 SOLID TINNED YA3C-2TC38 3/8"— 16 NC SS 2 BOLT
0 0 0 00000000000000 0 0 0000000000000 #2 STRANDED YA2C-2TC38 3/8" — 16 NC SS 2 BOLT
0 0 0 00000000000000 0 0 0000000000000 #2/0 STRANDED YA26-2TC38 3/8" — 16 NC SS 2 BOLT
o 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
#2 SOLID TINNED COPPER
CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/ LONG BARREL HEAT SHRINK
TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR (SEE CHART) (CLEAR)
TWO HOLE LONG BARREL BOTTOM GROUND BAR ONLY)
COMPRESSION LUG (TYP) (TYP) LOCK WASHER T(TYP) �� A
NOTES:
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED.
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL.
ANTENNA SECTOR GROUND BAR DETAIL
SCALE: NOT TO SCALE
#6 MIN. FROM ANTENNA
CABLE GROUND KIT
GROUND BAR ON SHELTER. ICE
BRIDGE, OR ON ANTENNA TOWER
OID
TWO HOLE LUG, OR
EXOTHERMIC WELD TO BE
USED WITH #2 BARE
CONDUCTOR WIRE TO
BUILDING SERVICE GROUND
OR GROUND RING
GROUNDWIRE INSTALLATION
SCALE: NOT TO SCALE
ANTENNA CABLE
#6 STRANDED COPPER
GROUND WIRE
(GROUND TO GROUND BAR)
SEE NOTES 1 & 2
GROUNDING SHALL BE
ELIMINATED WHEN GROUND
BAR IS ELECTRICALLY BONDED
TO METAL TOWER
(TYPICALLY)
12" TO 24"
120" MAX.
NOTES:
1. 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).
3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER.
TOWER/SHELTER GROUND BAR DETAIL
SCALE: NOT TO SCALE
GROUND
CONDUCTOR
GROUND BAR
BOLT (SEE CHART)
BURNDY TWO HOLE LUG (TYP)
W/ LONG BARREL
(SEE CHART)
BARE WIRE TO BE TREATED
WITH NO—OX AT BOTH ENDS
AT&T
575 MOROSGO DRIVE
ATLANTA, GA 30324-3300
i
- CROWN
v C.AT L E
3530 TORINGDON WAY, SUITE 300
CHARLOTTE, NC 28277
NOTE:
STRANDED ALL GROUNDING LUGS ARE TO BE
® (SEE CHART) INSTALLED PER MANUFACTURER'S AT&T SITE NUMBER: CV385
SPECIFICATIONS. ALL HARDWARE
3/8-11x1" TAMPER BOLTS, NUTS, LOCK WASHERS SHALL
RESISTANT BOLT BE STAINLESS STEEL. ALL HARDWARE
(TYP) ARE TO BE AS FOLLOWS: BOLT, FLAT BU #: 842588
WASHER, GROUND BAR, GROUND
SEE NOT 2 LUG, FLAT WASHER AND NUT. T OMLIN
� (TYP)
WALL BRACKET ® ® MECHANICAL LUG CONNECTION 1052 GOODWIN FARM LANE
(TYP)
® ® 3 SCALE: NOT TO SCALE CHARLOTTESVILLE, VA 22903
o
® ® o ® EXISTING 105'-0" MONOPOLE
® UNIVERSAL COPPER
O 0 ® ® GROUND BAR (4"x20")
STAINLESS STEEL BOLT
LOCK WASHER
(TYP)P/N M 10
(TYP) STAINLESS STEEL
TWO —HOLE FLAT WASHER
COMPRESSION LUG 2—HOLE CRIMP/ (TYP)
COMPRESSION
CONNECTOR ,
WEATHERPROOFING KIT
(SEE NOTE 3)
Z
X JUMPER
TO ANTENNA
CABLE
CONNECTOR
WEATHERPROOFING KIT
(SEE NOTE 3)
CABLE GROUND KIT
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND
WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR
RECOMMENDED BY CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE
USED.
CABLE GROUND KIT CONNECTION
SCALE: NOT TO SCALE
NOTES
1.
DOWN LEAD
(HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED
ON CROWN CASTLE
USA
INC. TOWER,
PER THE GROUNDING DOWN CONDUCTOR POLICY QAS—STD-10091.
NO
MODIFICATION
OR
DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM
OR FASHION,
CAD
—WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED.
2.
OMIT INSULATOR
WHEN MOUNTING TO TOWER STEEL OR PLATFORM
STEEL
USE
INSULATORS
WHEN ATTACHING TO BUILDING OR SHELTERS.
GROUND BAR DETAIL
SCALE: NOT TO SCALE
NOTE: MINIMUM OF
S/S NUT
3 THREADS TO BE
(TYP)
VISIBLE
(TYP)
S/S SPLIT
WASHER
2 HOLE LONG
(TYP)SOLID
BARREL TINNED
COPPER
LUG
S/S FLAT
(TYP)
WASHER
(TYP)
TIN COATED SOLID
COPPER BUS BAR
S/S FLAT
WASHER
CHERRY INSULATOR (NP)
INSTALLED IF REQUIRED S/S BOLT
(TYP)
LUG DETAIL
SCALE: NOT TO SCALE
GROUND
BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL 7 (TYP)BELLVILLE WASHER STAINLESS STEEL NUT
(TYP) (TYP)
SINGLE CONNECTOR AT GROUND BARS
STAINLESS STEEL BOLT
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH WASHER
(TYP)
STEEL
2—HOLE CRIMP/
COMPRESSION STAINLESS STEEL
CONNECTOR FLAT WASHER
(TYP)
STAINLESS STEEL STAINLESS STEEL NUT
BELLVILLE WASHER (TYP)
(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEEL
SELF —DRILLING STAINLESS STEEL
METAL SCREW FLAT WASHER
(TYP) (TYP)
2—HOLE CRIMP/
COMPRESSION
CONNECTOR
DRAGON TOOTH METALLIC OBJECT
WASHER
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
SCALE: NOT TO SCALE
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
p, L
by
MAGED ABDEL-MESSIH
mz=xT1I1I1L!
Crown Castle 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:
G-2 3
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
LTE-3C; Proposed- Alpha/Beta/Gamma Sectors
7001850
D C/Fi be r
Demarcation Box
x
x
x
A
A
6
1
O
1
i
u
r '
0
r
0 i
AWS/PCSNVCS
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
Power Plant Model
Select D istri huti on type
Net u re 51 - 582137000
O U ntac ed U tac ed
Trunk Cable Lengthy - one-way (feet)
150
Trunk Cable Size (A - 41 61 9)
9
Jumper Cable Lengthy - one-way (feet)
��
Jumper Cable Size (A - Sj 10, or 1)
8
Total Quantity of RRU Feeds
3
o T}/pe Ericsson RRU 447 B14
FRRU
Feed Peak DC I nput Power (W)
RRLJ Feed Busy Hour Input Power (W)
E22.
Minimum Source Voltage ( )
4
Convert er Outp ut Voltage ( )
58
Minimurn RRU Operating Voltage ( DC)
40
Peak Power Rating of Boost Converter (W)
10C)o
Cell& that become highlighted in red indicate that the voltage at the RRU falls below
the Minimum R R U operating Voltage. If a cell in a column is highlighted i n red, the
RRU will not operate w ith t heat arrangement d ue to the RRU voltage fal ling bel ow its-
9 9
rnini morn operating voltage. A cel I that is re d and reads invali d in di cater that the
loss in the cable would exceed the power rating of the RRU and the calculation
cannot be performed.
Power Extend Converter Layout
V
without
Converter
with
Converter
Total Cable Ioop lengthy (ft.)
330
Cable Resistance (Ohms)
0.2211
RR U Voltage ( DC) at Min Source Voltage and Peak Power
38.24
55.41
RR U Voltage ( DC) at Min Source Voltage and Busy H our
39.64
56.34
RRU Current (A) at Min Source Voltage and Busy Hour
10.66
7.50
Source Power (W) at Min Source Voltage and Busy Hour per RRU
7.6
434.9
Total Source Power (W) at fain Source Voltage and Busy Hour
1342.8
1304.8
Peak Power System Current (A) Required for RRUs
51.0
49.6
Qty of Bullet Converters R eq' d per R R U Feed
N/A
1
Qty of Bullet Converters R eq' 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 Power (W) per RRU at Min Source Voltage and Peak RRIJ Power
713.9
680.E
Total Source Power (W) at Min Source Voltage and Peak RRIJ Power
1 2141.6
2041.3
won
DocuSign Envelope ID: E8E41141-C22B-42DF-A957-564715F8CC8F
0
C
B
W
8 7
0
7
N
5
3431 NoMs Pcin*E Acworth, Ga 30101
(770) 975-0500 Ofnoe (770) 974.6100 fax
4
ITEM NO
1
2
3
4
5
6
7
8
9
10
11
12
13
DIMENS10%ARE IN INGHES
TOLE RA NCES:
FRACTIONAL_ t 1/32
ANGULAR: t 2'
ONE PLACE DECIMAL: t .66
TWO PLACE DECIMAL: &.03
THREE PLACE DECIMAL: t A10
IN TER PR ET G EOM ETRIC
TOLERANCING PER:
MATERA L
FINISH
DO NOTSCALE DRAW IhJ'
4
3 2
F':�.RT I1l_11`%J EER I DESK-F'IF'TI IN
T1503KT48A I Universal ring mount 10"-48"
K1 5111 KT16HD Extension arm for platform, 1 6"
P1500KT6 4.50" OD Pipe, 72" Long
T1709KT2SA Pipe mount crossover kit, 2-3/8"-3-1/2"
(qty 2)
P1200KT8 Pipe, 35' OD x 8' long HDG
T1719KTA Pipe frame hardware kit for T-arm
P1000KT9,5 1 2-3/8" OD Pipe, 114" Long
K1000KT8-534 I Half Clamp, Medium 5-3/4" Center
K2220KT8i I Threaded rod 5/811 x 8 HDG
H1029KT2GA3 Bolt, 5/811x2" (A325) HH, HDG
H3012KT58GSA3 Flat washer, 5/8 SAE (A325). HDC-)
H3002KT58G Lock washer, 5/8 HDG
H2O02KT58GA3 Nut, hex heavy 5/8" HDG A325
DRAWN
CHECKED
EN G APPR.
MFG APPR.
NAME DATE
KAR 10/31/16
PROPRIETARYAND CONFIDENTIAL
THE INFORMATION CO WA INED IN THE
DRAWING ISTHE SOLE PROPERTY 0 F
KEfWNOOD TELECOM. APN
REPRODUCTION IN PARFORAS A
WHOLE
VVITHO Uf TH E WRITTEN PERM SSION O F
KEMNOOD TELECOM 6
PRO H IBIYE D.
3
NNI
K
I�
io
is
04
izlI
Ve
72
W
KENWOOD TELECOM
TITL
ustom double t-arm frame,
16" standoff with (9) 114" mast
pipe and 1 0"-48" collar
SIZE DVVG, NO. HIE V
B Z2058KT8-9114-M
SCALE: 1: 161 FINISHED WEIGHT: 1698.08 -SHEET 1 CIF 1
2 1
c
101
Docu.
.'[CURED
Certificate Of Completion
Envelope Id: E8E41141C22B42DFA957564715F8CC8F
Status: Completed
Subject: CV385_842588_TOMLIN_AT&T LTE 3C FCD_REV 3_12.02.2020
Source Envelope:
Document Pages: 13 Signatures: 10
Envelope Originator:
Certificate Pages: 3 Initials: 0
Jacob Karabasz
AutoNav: Enabled
2000 Corporate Drive
Envelopeld Stamping: Enabled
Canonsburg, PA 15317
Time Zone: (UTC-05:00) Eastern Time (US & Canada)
Jacob.Karabasz@crowncastle.com
IP Address: 64.213.130.12
Record Tracking
Status: Original
Holder: Jacob Karabasz
Location: DocuSign
12/2/2020 4:28:55 PM
Jacob.Karabasz@crowncastle.com
Signer Events
Signature
Timestamp
Maged Abdel-Messih
by:
Sent: 12/2/2020 4:31:36 PM
Matthew.Abdel-Messih@crowncastle.com
CDocus'9nod
1.al-4 Q(ap d_Akt-SStL
Viewed: 12/2/2020 5:57:03 PM
Security Level: Email, Account Authentication
EE43,dzEA,34b1
Signed: 12/2/2020 5:57:32 PM
(None)
Signature Adoption: Pre -selected Style
Using IP Address: 64.213.130.12
Electronic Record and Signature Disclosure:
Accepted: 12/2/2020 5:57:03 PM
ID: b270d9dO-34dl-4eO2-bf54-6255704709ae
In Person Signer Events
Signature
Timestamp
Editor Delivery Events
Status
Timestamp
Agent Delivery Events
Status
Timestamp
Intermediary Delivery Events
Status
Timestamp
Certified Delivery Events
Status
Timestamp
Carbon Copy Events
Status
Timestamp
Witness Events
Signature
Timestamp
Notary Events
Signature
Timestamp
Envelope Summary Events
Status
Timestamps
Envelope Sent
Hashed/Encrypted
121212020 4:31:36 PM
Certified Delivered
Security Checked
12/2/2020 5:57:03 PM
Signing Complete
Security Checked
12/2/2020 5:57:32 PM
Completed
Security Checked
12/2/2020 5:57:32 PM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
Electronic Record and Signature Disclosure created on: 9/19/2018 4:13:40 PM
Parties agreed to: Maged Abdel-Messih
ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
In order to provide more efficient and faster service, Crown Castle ("we", "us" or "company") is pleased to announce
the use of DocuSign, Inc. ("DocuSign") electronic signing system. The terms for providing such documents for
execution and various other documents and records to you electronically through DocuSign are set forth below.
Please read the information below carefully and if you can satisfactorily access this information electronically and
agree to these terms, please confirm your agreement by clicking the "I agree" button at the bottom of this document.
Getting paper copies
At any time, you may request from us a paper copy of any document for execution or other document or record
provided or made available electronically to you by us. You will be able to download and print documents we send to
you through the DocuSign system during and immediately after each signing session and, if you elect to create a
DocuSign signer account, you may access them for a limited period of time thereafter. To request paper copies of
documents previously provided by us to you electronically, send an e-mail to esignatureOCrownCastle.com,
requesting the subject paper copies and stating your e-mail address, name, US Postal address and telephone
number.
Withdrawing your consent to receive and/or execute documents electronically
If you elect to receive documents for execution and various other documents and records from us electronically, you
may at any time change your mind and tell us that thereafter you want to receive such documents only in paper
format. To withdraw your consent to electronic delivery and execution of documents, use the DocuSign Withdraw
Consent' form on the signing page of a DocuSign envelope, instead of signing it. Thereafter, you will no longer be
able to use the DocuSign system to electronically receive and execute documents or other records from us. You may
also send an e-mail to esignatureACrownCastle.com stating that you are withdrawing your consent to electronic
delivery and execution of documents through the DocuSign system and stating your e-mail address, name, US Postal
Address, and telephone number.
Consequences of withdrawing consent to receive and/or execute documents electronically
If you elect to receive documents for execution and various other documents and other records only in paper format,
it will slow the speed at which we can complete the subject transactions because of the increased delivery time.
Documents for execution, and other documents and records may be sent to you electronically
Unless you tell us otherwise in accordance with the procedures described herein, we may provide documents for
execution, and other documents and records electronically to you through the DocuSign system during the course of
our relationship with you. To reduce the chance of you inadvertently not receiving any document for execution or
other document or record, we prefer to provide all documents for execution, and other documents and records by the
same method and to the same address that you have given us. If you do not agree with this process, please let us
know as described below.
How to contact Crown Castle
You may contact us to let us know of any changes related to contacting you electronically, to request paper copies of
documents for execution and other documents and records from us, and to withdraw your prior consent to receive
documents for execution and other documents and records electronically as follows:
To contact us by phone call: 724-416-2000
To contact us by email, send messages to: esignatureCdlCrownCastle.com
To contact us by paper mail, send correspondence to
Crown Castle
2000 Corporate Drive
Canonsburg, PA 15317
To advise Crown Castle and DocuSign of your new e-mail address
To let us know of a change to the e-mail address where we should send documents for execution and other
documents and records to you, you must send an email message to esianatureaCrownCastle.com and state your
previous e-mail address and your new e-mail address.
In addition, you must notify DocuSign, Inc. to arrange for your new email address to be reflected in your DocuSign
account by following the process for changing e-mail in the DocuSign system.
Required hardware and software
Internet Explorer® 11 (Windows only); Windows Edge Current Version; Mozilla Firefox Current
Browsers:
Version; SafarlT (Mac OS only) 6.2 or above; Google Chrome Current Version; Note: Pre-
release (e.g., beta) versions of operating systems and browsers are not supported.
Mobile Signing:
jApple iOS 7.0 or above; Android 4.0 or above
PDF Reader:
Acrobat® Reader or similar software may be required to view and print PDF files
Screen
Resolution:
1024 x 768
Enabled
Security Allow, per session cookies
Settings:
These minimum reauirements are subiect to chanae. If these requirements chanae. you will be asked to re -accent the
disclosure. Pre-release (e.g. beta) versions of operating systems and browsers are not supported.
Acknowledging your access and consent to receive documents electronically
Please confirm that you were able to access this disclosure electronically (which is similar to the manner in which we
will deliver documents for execution and other documents and records) and that you were able to print this disclosure
on paper or electronically save it for your future reference and access or that you were able to e-mail this disclosure
to an address where you will be able to print it on paper or save it for your future reference and access. Further, if you
consent to receiving documents for execution and other documents and records in electronic format on the terms
described above, please let us know by clicking the "I agree" button below.
By checking the'I agree' box, I confirm that:
You can access and read this Electronic Record and Signature Disclosure; and
As a recipient, you can read, electronically sign and act upon this message, and you agree not to forward it
or any other DocuSign e-mail communications. In the event another party needs to be added to the
DocuSign communication, you must make a request to the e-mail originator.