PLANSDRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323SFKRF09/21/1712150417G-001SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:A.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177THESE DRAWINGS AND/OR THE ACCOMPANYINGSPECIFICATION AS INSTRUMENTS OR SERVICE ARE THEEXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE ANDPUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSUREOTHER THAN THAT WHICH RELATES TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TOTHESE DOCUMENTS SHALL REMAIN THE PROPERTY OFAMERICAN TOWER WHETHER OR NOT THE PROJECT ISEXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILLBE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATESTVERSION ON FILE WITH AMERICAN TOWER.TITLE SHEET0FOR CONSTRUCTIONSF09/21/170LOCATION MAPSPRINT ANTENNA AMENDMENTVICINITY MAPSITE LOCATIONR1.THE FACILITY IS UNMANNED.2.A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCEA MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.3.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LANDDISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.4.NO SANITARY SEWER, POTABLE WATER OR TRASHDISPOSAL IS REQUIRED.5.HANDICAP ACCESS IS NOT REQUIRED.COMPLIANCE CODEPROJECT SUMMARYPROJECT DESCRIPTIONPROJECT NOTESPROJECT TEAMPROJECT LOCATION DIRECTIONSUTILITY COMPANIESSHEET INDEXSHEETNO:DESCRIPTION:REV:DATE:BY:G-001TITLE SHEET009/21/17SFG-002GENERAL NOTES009/21/17SFC-101DETAILED SITE PLAN & TOWER ELEVATION009/21/17SFC-501ANTENNA INFORMATION & SCHEDULE009/21/17SFE-501GROUNDING DETAILS009/21/17SFR-601SUPPLEMENTALAMERICAN TOWER10 PRESIDENTIAL WAYWOBURN, MA 01801TOWER OWNER:PROPERTY OWNER:ATC TOWER SERVICES, LLC3500 REGENCY PKWY STE 100CARY, NC 27518ENGINEER:PENNY R. GRAINGER242 WILL LUCAS ROADLINDEN, NC 28356ATC SITE NAME: HARMONY NCATC SITE NUMBER: 21271SPRINT SITE ID: RA60XC538SITE ADDRESS:5091 NC 210 SOUTHBUNNLEVEL, NC 28323ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLEDIN ACCORDANCE WITH THE CURRENT EDITIONS OF THEFOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS ISTO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TOTHESE CODES.1.INTERNATIONAL BUILDING CODE (IBC)2.NATIONAL ELECTRIC CODE (NEC)3.LOCAL BUILDING CODE4.CITY/COUNTY ORDINANCESTHE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASEDAND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:INSTALL (3) NEW PANELS, (6) RRUs, AND (1) HYBRIFLEX CABLEEXISTING (3) PANELS, (6) RRUs, AND (4) HYBRIFLEX TO REMAINGEOGRAPHIC COORDINATES:LATITUDE: 35.33409LONGITUDE: -78.85931GROUND ELEVATION: 247' AMSLSITE ADDRESS:NC
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HPOWER COMPANY: PROGRESS ENERGYPHONE: (800) 452-2777TELEPHONE COMPANY: EMBARQPHONE: (800) 786-6272FROM LILLINGTON, NC:TAKE HWY 210 SOUTH TOWARDS FAYETTEVILLE APPROX 4MILES, TOWER WILL BE ON LEFT.5091 NC 210 SOUTHBUNNLEVEL, NC 28323COUNTY: HARNETTAPPLICANT:CARRIER CONTACT:SPRINT851 TRAFALGAR CT, STE 300 EMAITLAND, FL 32751MONA HARRIS-BEST
DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323SFKRF09/21/1712150417G-002SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:A.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177THESE DRAWINGS AND/OR THE ACCOMPANYINGSPECIFICATION AS INSTRUMENTS OR SERVICE ARE THEEXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE ANDPUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSUREOTHER THAN THAT WHICH RELATES TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TOTHESE DOCUMENTS SHALL REMAIN THE PROPERTY OFAMERICAN TOWER WHETHER OR NOT THE PROJECT ISEXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILLBE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATESTVERSION ON FILE WITH AMERICAN TOWER.GENERAL NOTES0FOR CONSTRUCTIONSF09/21/170GENERAL CONSTRUCTION NOTES:1.ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES,INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC MASTER SPECIFICATIONS.2.CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIESPRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS.4.ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITEIMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIESREPORTED TO THE ENGINEER.5.DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.6.DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESSOTHERWISE NOTED.7.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETYWHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.8.CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FORSTABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHORBOLTS, ETC.9.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS,DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.10.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMINGMATERIALS OR CONDITIONS SHALL BE REPORTED TO THE SPRINT WIRELESS REP PRIOR TOREMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTENAPPROVAL BY THE SPRINT WIRELESS REP PRIOR TO PROCEEDING.11.EACH CONTRACTOR SHALL COOPERATE WITH THE SPRINT WIRELESS REP, AND COORDINATEHIS WORK WITH THE WORK OF OTHERS.12.CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TOMATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE SPRINTWIRELESS CONSTRUCTION MANAGER.13.ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATIONUSING A SILICONE SEALANT.14.WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTORSHALL NOTIFY THE SPRINT WIRELESS REP IMMEDIATELY.15.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE ANDCURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.16.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACHDAY.17.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONSTO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY.18.CONTRACTOR SHALL FURNISH SPRINT WIRELESS WITH A PDF MARKED UP AS-BUILT SET OFDRAWINGS UPON COMPLETION OF WORK.19.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH SPRINT WIRELESS REPTO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BEPROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMSPROVIDED.20.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH SPRINT WIRELESS REPTO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITSNOT OBTAINED BY SPRINT WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR.21.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH SPRINT WIRELESSSPECIFICATIONS AND REQUIREMENTS.22.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO SPRINT WIRELESS FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.23.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS ANDLOCATED ACCORDING TO SPRINT WIRELESS SPECIFICATIONS, AND AS SHOWN IN THESE PLANS.24.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THEWORK UNDER THE CONTRACT.25.CONTRACTOR SHALL NOTIFY SPRINT WIRELESS REP A MINIMUM OF 48 HOURS IN ADVANCE OFPOURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS ORSEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW ANDAPPROVAL.26.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALLAPPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARYSAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDINGAND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING,BARRIERS, ETC.27.THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCHOF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGECAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BYTHE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HISREPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANYOTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION.28.ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BYMECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BESUBJECT TO THE APPROVAL OF THE SPRINT WIRELESS REP. ANY WORK FOUND BY THE SPRINTWIRELESS REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACEDAND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED.29.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF0$7(5,$/6/,67('+(5(,1$)7(5%<0$18)$&785(5¶61$0(6$1'250$18)$&785(5¶6CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED.STRUCTURAL STEEL NOTES:1.6758&785$/67((/6+$//&21)250727+(/$7(67(',7,212)7+($,6&³63(&,),&$7,21)257+('(6,*1)$%5,&$7,21$1'(5(&7,212)6758&785$/67((/)25%8,/',1*6´2.STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWINGASTM DESIGNATIONS:A.ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISEB.ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE.C.ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND)D.ASTM A-325, TYPE SC OR N- ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERSE.ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE3.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTERFABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BEGALVANIZED PER ASTM A153 OR B695.4.ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTINGPAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHEDCOATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND0$18)$&785(5¶65(&200(1'$7,2165.DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN ANDDETAILED ON STRUCTURAL DRAWINGS.6.CONNECTIONS:A.ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED INACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1.B.ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITHDYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWSD1.1. REPAIR ALL WELDS AS NECESSARY.C.INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR.D.IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS ASREQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIREDEPARTMENT DETAIL FOR ANY WELDING ACTIVITY.E.ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1,UNLESS NOTED OTHERWISE.F.MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE.G.PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF*$/9$1,=,1*ò´%(<21'$//),(/':(/'685)$&(6$)7(5:(/'$1':(/'INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRCGALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERSRECOMMENDATIONS.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXDRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323SFKRF09/21/1712150417C-101SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:A.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177THESE DRAWINGS AND/OR THE ACCOMPANYINGSPECIFICATION AS INSTRUMENTS OR SERVICE ARE THEEXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE ANDPUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSUREOTHER THAN THAT WHICH RELATES TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TOTHESE DOCUMENTS SHALL REMAIN THE PROPERTY OFAMERICAN TOWER WHETHER OR NOT THE PROJECT ISEXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILLBE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATESTVERSION ON FILE WITH AMERICAN TOWER.DETAILED SITE PLAN &TOWER ELEVATION0FOR CONSTRUCTIONSF09/21/170010'20'SCALE: 1"=10' (11X17) 1"=5' (22X34)2TOWER ELEVATIONSCALE: NOT TO SCALE1DETAILED SITE PLANTOWER NOTE:1.IT IS THE CONTRACTOR'S RESPONSIBILITYTO CONFIRM WITH THE AMERICAN TOWERCONSTRUCTION MANAGER THAT THEYHAVE THE MOST RECENT VERSION OF THESTRUCTURAL ANALYSIS BEFORECOMMENCING WORK. EXISTING ANDPROPOSED TOWER APPURTENANCES,MOUNTS, AND ANTENNAS ARE SHOWNBASED ON THE STRUCTURAL ANALYSIS.2.ATC DID NOT CONFIRM EXISTING SITECONDITIONS INCLUDING, BUT NOT LIMITEDTO, ANTENNA HEIGHTS, ANTENNAAZIMUTHS AND MOUNT CONFIGURATIONS.3.THE PROPOSED PROJECT INCLUDESMODIFYING TOWER MOUNTED EQUIPMENTAS INDICATED PER BELOW:xINSTALL (3) NEW PANELS, (6) RRUs, AND(1) HYBRIFLEX CABLExEXISTING (3) PANELS, (6) RRUs, AND (4)HYBRIFLEX CABLES TO REMAIN2C-501PROPOSED SPRINTANTENNAS(SEE TOWER NOTE 3)1C-501SITE PLAN NOTES:1.THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITEPRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT.2.ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALLPROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEWPORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS.3.THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE.PROPOSED ANTENNARAD CENTER @ 263' A.G.L.
DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323SFKRF09/21/1712150417C-501SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:A.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177THESE DRAWINGS AND/OR THE ACCOMPANYINGSPECIFICATION AS INSTRUMENTS OR SERVICE ARE THEEXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE ANDPUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSUREOTHER THAN THAT WHICH RELATES TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TOTHESE DOCUMENTS SHALL REMAIN THE PROPERTY OFAMERICAN TOWER WHETHER OR NOT THE PROJECT ISEXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILLBE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATESTVERSION ON FILE WITH AMERICAN TOWER.ANTENNA INFORMATION& SCHEDULE0FOR CONSTRUCTIONSF09/21/1701EXISTING ANTENNA PLAN2FINAL ANTENNA PLANNOTES:1.ATC HAS NOT YET VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION. CONTRACTOR TO VERIFY MOUNTCONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EQUIPMENT (I.E. CLEARANCES, MOUNT PIPE OR SUFFICIENT LENGTH, ETC.) ATCDID NOT ANALYZE ANTENNA MOUNT TO DETERMINE ADEQUATE STRUCTURAL CAPACITY FOR ANY LESSEE LOADING.NOTES:1.ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS, COAX, ETC. SHALL BE MOUNTED IN ACCORDANCE WITH THETOWER STRUCTURAL ANALYSIS ON FILE WITH THE ATC CM.2.SPACING OF PROPOSED EQUIPMENT SHALL BE CONFIRMED FOR TOWER CONFLICTS AND PROPOSED MOUNTSSHALL NOT IMPEDE TOWER CLIMBING PEGS.3ANTENNA SCHEDULEA1B1C1FINAL ANTENNA/ COAX SCHEDULESECTORANT.MANUFACTURER (MODEL #)RAD CENTERAZIMUTH(TN)ADDITIONAL TOWER MOUNTED EQUIPMENTANTENNA COAXDESCRIPTIONALPHAA1DT465-2XR263'-0"(1) 800 MHz 2X50 RRH W/ FILTER(1) TD-RRH8x20-25 W/ SOLAR SHIELD-ALPHAA2BETAB1DT465-2XR263'-0"(1) 800 MHz 2X50 RRH W/ FILTER(1) TD-RRH8x20-25 W/ SOLAR SHIELD-BETAB2GAMMAC1DT465-2XR263'-0"(1) 800 MHz 2X50 RRH W/ FILTER(1) TD-RRH8x20-25 W/ SOLAR SHIELD-GAMMAC21. BASED ON APPROVED ATC APPLICATION OAA711176, DATED 08-29-2017. CONFIRM WITH SPRINT REP FOR APPLICABLE UPDATES/REVISIONS AND MOSTRECENT RFDS.2. (1) PROPOSED 1-1/4" HYBRIFELX CABLEEXISTING ANTENNA/ COAX SCHEDULESECTORANT.MANUFACTURER (MODEL #)RAD CENTERAZIMUTH(TN)ADDITIONAL TOWER MOUNTED EQUIPMENTANTENNA COAXDESCRIPTIONA2B2C2PROPOSED DT465B-2XRANTENNA(1 PER SECTOR) (TYP. 3)PROPOSED TD-RRH8x20-25W/ SOLAR SHIELD(1 PER SECTOR) (TYP. 3)(STACKED)PROPOSED 800 MHz 2X50RRH W/ FILTER(1 PER SECTOR) (TYP. 3)(STACKED)
DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323SFKRF09/21/1712150417E-501SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:A.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177THESE DRAWINGS AND/OR THE ACCOMPANYINGSPECIFICATION AS INSTRUMENTS OR SERVICE ARE THEEXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE ANDPUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSUREOTHER THAN THAT WHICH RELATES TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TOTHESE DOCUMENTS SHALL REMAIN THE PROPERTY OFAMERICAN TOWER WHETHER OR NOT THE PROJECT ISEXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILLBE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATESTVERSION ON FILE WITH AMERICAN TOWER.GROUNDING DETAILS0FOR CONSTRUCTIONSF09/21/170DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECTGROUND WIRE DOWN TO GROUND BAR.CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PARTNUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.2CABLE GROUND KIT CONNECTION DETAILSCALE: NOT TO SCALETO ANTENNATO EQUIPMENTTO GROUND BAR$17(11$&$%/(0$;GROUNDING KIT PER CABLEMANUFACTURER'S RECOMMENDATIONS(ANDREW OR APPROVED EQUAL)#6 AWG STRANDED COPPER GROUNDWIRE (GROUNDED TO GROUND BAR)GROUND KIT NOTES:1.2.1/4" X 4" X 6" GROUND BAR(ERICO P/N: EGBA14406CC OR EQUAL)3TOWER GROUND BAR DETAILSCALE: NOT TO SCALEGROUND BAR NOTES:1.GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).2.GROUND BAR TO BE BONDED DIRECTLY TO TOWER.3/8" SS LOCK WASHER(EACH SIDE)3/8" X 3/4" SS BOLT(EACH SIDE)TWO-HOLE LUG, TO BE USEDWITH #2 AWG BCW(LOWER TOWER GROUNDBAR ONLY)NOTES:1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHTADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THECONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THECONSTRUCTION MANAGER OF ANY CONFLICTS.2.SITE GROUNDING SHALL COMPLY WITH SPRINT GROUNDING STANDARDS, LATESTEDITION, AND COMPLY WITH SPRINT GROUNDING CHECKLIST, LATEST VERSION. WHENNATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.PROPOSED CONNECTOR ANDWEATHERPROOFING KIT1TYPICAL ANTENNA GROUNDING DIAGRAMSCALE: NOT TO SCALEPROPOSED ANTENNAPROPOSED JUMPERPROPOSED WEATHERPROOFING KIT2E-5013E-501GROUND BAR MOUNTEDNEAR/BELOW ANTENNA(TO BE INSTALLED IF REQUIRED)#6 AWG STRANDED CUWIRE WITH GREEN, 600V,THWN INSULATIONANTENNA CABLE TOCABINET (TYP.)PROPOSED CABLEGROUND KIT
DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323SFKRF09/21/1712150417R-601SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:A.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177THESE DRAWINGS AND/OR THE ACCOMPANYINGSPECIFICATION AS INSTRUMENTS OR SERVICE ARE THEEXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE ANDPUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSUREOTHER THAN THAT WHICH RELATES TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TOTHESE DOCUMENTS SHALL REMAIN THE PROPERTY OFAMERICAN TOWER WHETHER OR NOT THE PROJECT ISEXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILLBE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATESTVERSION ON FILE WITH AMERICAN TOWER.SUPPLEMENTAL0FOR CONSTRUCTIONSF09/21/170NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDEDBY REQUEST OF CUSTOMER WITHOUT EDIT.